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HomeMy WebLinkAbout43410-Z Town of Southold q� oG 2/13/2020 �q y P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41072 Date: 2/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 495 Linnet St., Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2019 pursuant to which Building Permit No. 43410 dated 1/22/2019 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH,REAR STOOP AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Nicholson,Bryan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0131 01-06-2020 ELECTRICAL CERTIFICATE NO. 43410 02-11-2020 PLUMBERS CERTIFICATION DATED 02-09-2020 A NndflpinbsSolutionsn Au o ' e Sign ture 9S a4-t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • '� � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43410 Date: 1/22/2019 Permission is hereby granted to: Farrell, Joseph PO BOX 14 Bridgehampton, NY 11932 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 495 Linnet St., Greenport SCTM # 473889 Sec/Block/Lot#48.-2-39 Pursuant to application dated 1/11/2019 and approved by the Building Inspector. To expire on 7/23/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,312.80 CO -NEW DWELLING $50.00 Total: $1,362.80 Buding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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. I New Construction: "' Old or Pre-existing Building: (check one) Location of Property: �q5 ktt A 1'70'� Li►nne,� 5� Gceen Nri- House No. Street Hamlet Owner or Owners of Property: 166Yflo1\ Suffolk County Tax Map No 1000, Section LK Block Z Lot 39 Subdivision rf-m p0c-k DrJiN Filed Map. Lot: -75� Permit No. V Date of Permit. Applicant: �yfU n N,c �So h r Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary�Certificate Final Certificate: (check one) Fee Submitted: $ App cant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 ® a® ®lyc®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nicholson (Farrell) Address: 495 Linnet St City: Greenport St: New York Zip: 11944 Budding Permit#: 43410 Section: 48 Block: 2 Lot- 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Advantage Electric License No: 3735-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 43 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 12 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN37 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect W Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4-combination smoke / co detectors, 4-paddle fans, 3-bath fans, 6-arc fault circuit breakers,9-combination GFCI/ARC fault circuit breakers, 1-electric baseboard heater in basement. Notes: Inspector Signature: Date: February 11 2020 81-Cert Electrical Compliance Form.xls 3f s0 Uly � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • y0 , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber:—2Z5"*LJIO (Please print) I certify that the solder used in the water supply system contains le an 2/ of 1°o lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, l,�( '/7t? ,� County DEBORM H.VAN DUZER NOTARY R TRUC,STATE OF NEW YORK fie8istea'l0v No.OIVA6186177 Quaj hired in Suffolk County Commission Expires April 28,2 _ Y J to �aOF 50Ulyo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ UNDATION 1ST A! [ ] ROUGH PL13G. [ FOUNDATION 2ND 1V [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: km QV-4/ WAylict -y� DATE INSPECTOR / L -- — OF SOUTho TOWN OF SOUTHOLD BUILDING DEPT. `y107651802 _- � JNSPECION [ FOUNDATION 1ST ] UGH PLBG. [/IFORAMING UNDATION 2ND [ -INSULATION/CAULKING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CAW -444") pu-v4u� Vf�vw I U 4 o J DATE INSPECTOR I D o��OF 50Ulyo # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765.1802 INSPECTION. [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING N� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O / REMARKS: �lo� C'L 0k-✓ T. Ce�/Pjt� r s _40.zy"Lt, DATE INSPECTOR qf SOUTyO� # # TOWN OF SOUTHOLDD-BUILDING DEPT. �`y�oaHn ' 765-1802 l 1 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [_ ] -ELECTRICAL (ROUGH) �C ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1�7 DATE �/ l INSPECTOR ` �Of SOUTH # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ J] I ULATIQ _ AULKING , [ ] FRAMING/STRAPPING [ FINAL Pvp [ ] FIREPLACE & CHIMNEY [ ] FIRE SA TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OKV DATE y INSPECTOR (IlVk Hampton Home Performance (631) 594-7101 PO Box 866 •Bridzehampton, NY 11932 DATE: 1/9/2020 TEST# 01092020D 2015 IECC/2016NY-ECCC 2016 Duct Leakage Testing Compliance Letter Home Address Tested: 708 Linnet Street Greenport,NY - Conditioned Area ` Served: 1,740 sgft - S .Ft. of area served: 1,740 s f Y =Y Test(s)Performed: Duct Leakage Test / Location =Attic System serving 2" floor. Must be<or=to 70 CFM25 CFM25 Allowed =Area Served Sq.Ft. /100 x 4 CFM25= 69.77 CFM25 Allowed = 1,740 sq ft/100 x 4 cf n = 70 CFM25 Result: PASS Better than code by <1 %. Signature confirms the validity of the above test results. Attention Building Inspectors: X U Please do not hesitate to call to Pete Vargo RESNET Certified HERS Rater confirm that this test was #2344429 completed by a third party, PHIUS+ Certified Passive House Rater/Verifier independent, professional and to BPI-DOE Certified Quality Control Inspector(QCI) verify TEST # and results. BPI Certified Multi-Family Building Analyst Energy Auditor/Building Performance Consultant (570) 490-3928 (Pete) Energy Star Partner Air Leakage Test Report In compliance with ASTM E-779-10 ({EditionYearl) Hampton Home Performance (631) 594-7101 Building Address: 708 Linnet St Greenport, Suffolk NY USA 11944 Performed for: 2016 NYECCC Code Compliance Performed by: Test date: 2020-01-09 Associated Test file: ASTM2019 2020-01-09 1346 708 linnet Greenport a i Page 1 of 10 1/14/2020 q t. Summary Single detached FanTestic version:5.11.65, licensed to: Nu Tech Energy Solutions Test date:2020-01-09 By: Customer: Building Lot Number: Building address: 708 Linnet St Greenport,Suffolk NY USA 11944 Building and Test Information Test file name: ASTM2019 2020-01-091346 708 linnet Greenport Building volume [cu ft]: 14,790 Envelope Area [sq ft]: 5,588 Floor Area [sq ft]: 1,740 Building Height(from ground to top) [ft]: 20 Results CFM at 50 Pa: 659.75 Leakage Area(EqLA) [sq in]: Leakage Area (EfLA) [sq in]: 0.60 - Air Changes per hour ACH50-.' 2.691 Compliance: PASS Page 2 of 10 1/14/2020 Assumptions and warnings While FanTestic software may calculate air leakage results based on user input,use of this software does not in any way guarantee these results. Page 3 of 10 1/14/2020 BuiRdIng infformadon Single detached Building Measurements Building Volume [cu ft]: 14,790 Envelope Area (AE) [sq ft]: 5,588 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area (Af) [sq ft]: 1,740 Building Height(from ground to top)[ft]: 20 Keating/Ventilation System HVAC Systems Present: Pictures Test Method All intentional openings were set to the operating condition expected during occupancy. Discussten of Results Leafage rate The measured air flow at a test pressure of 50 Pa was 659.75 CFM which equates to an equivalent leakage area of 61.20 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap, 5.1 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing`this type of duct leakage should be the first priority. Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage,a thorough evaluation of the"house as a system"will optimize comfort,energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 22.42 minutes on average. That is about 2.68 air changes each hour. This air change rate will provide annual per person ventilation of{EstimatedAnnualVentilationCFMPerPerson} CFM of fresh air each hour which is sufficient. According to the ASHRAE standard 62.2,your home does not require any additional ventilation even when windows and doors are closed. Bringing in air from a clean Page 4 of 10 1/14/2020 outaoor vocation ana removing stale inaoor air trom Kitcnens,natnrooms ana otner locations may stili oe important in order to improve air quality. If air sealing work is undertaken,the air leakage rate must be re- measured to determine ventilation requirements based on the new leakage rate. Combined 'Fest Data (Tested in one direeti0n Only) Results Uncertainty Air flowsTP, [CFM at 50] 659.75 +/-2.0% Air change rate at 50 Pa [/h] 2.68 +/-2.0% Flow per unit floor area at 50 0.379 +/-2.0% [CFM/sq ft] Flow per unit envelope area at 50 0.118 +/-2.0% [CFM/sq ft] Equivalent leakage area at 10 Pa 61.20 +/-2.6% [sq in] LBL Effective leakage area at 4 Pa 30.60 +/-4.6% [sq in] LEED Permeability at 4 Pa [sq in/ 0.5475 +/-4.6% 100 sq ft] Air Leakage Test Data Appendix- Single detached Depressurize Data Set Test Dataset Date: 2020-01-09 Start time: 13:34:34 Environmental Conditions Wind speed: 10 from the e Operator Location: Inside the building Initial Bias Pressure: -3.67 Pa Final Bias Pressure: -3.78 Pa Average Bias Pressure: -3.73 Pa Initial Temperature: indoors:68°F outdoors: 27°F Final Temperature: indoors: 68'F outdoors: 27°F Test Analysis Results Uncertainty Height x Temperature difference: 820 ft OF Air leakage coefficient,C: 39.8 CFM/Pa" +/-7.78 Exponent, n: 0.717 +/-3.1127 Correlation coefficient,r: 0.99903 Air flowsTa: 659.74 CFM at 50 Pa +/-2.0 Air change rate,ACH: 2.676 air changes per hour at 50 Pa +/-2.0 Flow per unit floor area: 0.3792 CFM per sq ft +/-2.0 Flow per unit envelope area: 0.118 CFM per sq ft +/-2.0 Equivalent leakage area at 10 Pa [sq 61.20 +/-2.6 in] Effective leakage area at 4 Pa [sq in] 30.59 +/-4.6 LEED Permeability at 4 Pa [sq in/100 sq 0.5474 +/-4.6 Page 5 of 10 1/14/2020 I tt] I I I Measu -61.0 -55.1 -52.0 -47.4 -41.5 -38.1 -33.2 -29.1 -25.1 -19.2 -16.4 -9.6 red pressu re [Pa] Induce -57.3 -51.4 -48.3 -43.6 -37.7 -34.4 -29.5 -25.4 -21.4 -15.5 -12.7 -5.9 d Pressu re [Pa] #1, Fan 97.7 85.2 75.4 66.6 55.1 48.3 39.3 31.2 23.4 13.8 Range Press C8 ure [Pa] Flow 796.3 742.0 696.9 653.8 593.6 555.3 500.4 445.6 385.3 296.8 [CFM] #1, Fan 37.1 Range Press C4 ure [Pa] Flow 262.8 [CFM] #1, Fan 47.4 Range Press C2 ure [Pa] Flow 161.4 [CFM] Total 796.2 741.9 696.8 653.8 593.5 555.2 500.4 445.6 385.2 296.8 262.7 161.4 Flow 52 79 58 45 87 55 24 40 71 32 75 20 [CFM] Correc 733.1 683.2 641.6 602.0 546.5 511.2 460.7 410.3 354.7 273.3 241.9 148.6 ted 8 1 6 6 7 8 9 4 6 2 6 4 Flow [CFM] Error 0.3% 1.1% -0.7% 0.1% 10.9% 0.9% 1.6% 10.6% -1.5% -4.4% -2.4% 3.9% 12 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds. Average Baseline,AP: -3.73 Pa Static Pressure Averages: Average Baseline[Pa] AP-3.73 initial [Pa] AP01-3.67 AP01--3.67 AP01+0.00 final [Pa] AP02-3.78 AP02--3.78 AP02+0.00 Page 6 of 10 1/14/2020 Baseline, initial -2.84 -2.38 -4.09 -4.29 -3.60 -3.10 -3.32 -3.53 -4.46 -4.57 -4.20 -3.70 [Pa] Baseline,final -2.84 -4.25 -4.84 -3.60 -4.02 -3.95 -4.70 -4.05 -2.51 -3.60 -3.51 -3.53 [Pa] )Flow vs Induced Pressure (Dep ressurnze Set) 1000 , I Deprinurae r-0.919903 t o S f ' I 100— 1 10 10D (Log)Pressure(Pa) Page 7 of 10 1/14/2020 Bunaing txauge vressure Depressurize bet) 10- 0- ------ J06 "WT j_ VI -30- -40- -70 I I I I I k I A A 0 100 200 300 400 Time Page 8 of 10 1/14/2020 Fest Equipment The following test equipment was used in the performance of the air leakage tests. Gauge Fan Fan serial Fan location Gauge Gauge Calibration serial #1 Retrotec 1000 1FN002118 front door DM32 401288 Fan Calibration Certificate Retrotec 100.0: Retrotec 1000 1FN002118 Fan last calibrated: (Flow Equation Parameters - 1FN00211881) . Published Flow Equation Parameters,Round 81. CFM Range n K K1 K2 K3 K4 MF Open(22) 0.5214 519.6183 -0.07 0.8 -0.115 1 8.6 A 0.503 264.9959 -0.075 1 0 1 12 B 0.5 174.8824 0 0.3 0 1 10 C8 0.5 78.5 -0.02 0.5 0.016 1 10 C6 0.505 61.3 0.054 0.5 0.004 1 10 C4 0.5077 42 0.009 0.5 0.0009 1 10 C2 0.52 22 0.11 0.5 -0.001 1 10 C1 0.541 11.9239 0.13 0.4 -0.0014 1 10 L4 0.48 4.0995 0.003 1 0.0004 1 10 L2 0.502 2.0678 0 0.5 0.0001 1 10 L1 0.4925 1.1614 0.1 0.5 0.0001 1 10 Fan Pressure (FP) is the measured fan pressure when using a self-referenced fan or when Room Pressure (RP) is negative. If using a fan which is not self-referenced, and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self-referencing: FP= PrB I-PrA If PrA<0 or fan is self-referencing: FP=PrB Page 9 of 10 1/14/2020 r How Calculations are not valla it ran Pressure Is Tess man eltner Mi--or JKL X I KP I). Flow in CFM using the above coefficients is calculated as follows for standard Ranges: f1mv_(FP-( RPI xK1))Iv+ (K+ (K3x FP)) Page 10 of 10 1/14/2020 • • • • • FOUNDATION(IST) V rl V'IVB► ' ,P,LROUGH FRAMING& ' L► � �� � f PLUMBING, Ima MINAINSULATION PER N.-Y-. ; - ENERGYSTATE •D Imm i I MCI • i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL (board of Health SOUTHOLD,NY 11971 4Zets of Building Plans TEL: (631) 765-1802 - �V 4a ning Board approval FAX: (631) 765-9502 L3&n r�uryey Southoldtownny.gov PERMIT NO. J U check -Septic Form -Na Y S.D E.C. .Trustees q rC)O.Application l 0� -74eod Permit Examinednn l D ,20 � S gle&Separate 1 1 2019 Tiuss Identification Form Q� CS rm-Water Assessment Form �., SINS k)Z > Contact: Approved ,20 ff ®�§Q Mail to: l 2 �rticN (��O�S ov Disapproved a/c 'TO �0 Bw- 5S5_Sot1 ,�.)a tom.► (MI Phone: 70Z' 379-11(0 77 Expiration ,20 F Bui spector APPLICATION FOR BUILDING PERMIT Date ✓� , 20_ 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 ori 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. 1111 IU t— (Signatur of applicant or name,if a corporation) P o • : ,�555,Sb�rll�alc� �� 11��� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agp.e Name of owner of premises_ _ ToSCp�) EAJrVC W (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: LjgSS A�-fi, `708 Unvl-p-1 S} �reehPar� House Number Street Hamlet County Tax Map No. 1000 Section Block 2- Lot 3q Subdivision G rftv.�o rk Dr `>>n�� �urK Filed Map No. 31o� Lot 7,S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy aCakk Lav,& b. Intended use and occupancy S hot F—a►h k �s;dj'oce 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal DemolitA'--� jE7:,-In _ Other Work 1 - V// (Description) ( z 4. Estimated Cost Fee �~ (To be hi on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units We ch floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and6xtent 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 Z 0 D 0 Rear z 0 Depth Height Zy`'0" Number of Stories Z I 9. • Size of lot: Front Rear Sl) Depth �Z s 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-Lt 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES V'-'NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO `✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: L COUNTY O&ff _ �j�tl(Ar� N���wlSon being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tl 1 I tb day of aVIUOJIM 20 1014 Qlwuta'L�- ACEY L. D Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of pplicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D2�L, 1 Scott A. Russell ' YyT\\4,A\\.NA\\_G1ET\\4]ENr]F °S SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 "" 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 11 REC'� ( TO BE COMPLETED BY THE APPLICANT ) s DOES THIS PROJEC E INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) I Yes No -- i ❑E "A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. o 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. ❑LY D- Site preparation within 100 feet of wetlands, beach, bluff or coastal j' erosion hazard area. ❑M/E. ite-preparation within the orie-hundred year floodplain as depicted on FIRM Map of any watercourse. s s ❑ F: Installation of new or resurfaced impervious surfaces of 1,000 square q j 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. ; 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. ----- --- --- -- - - - - --- -- - - -- - -- S.C.T.M. #: 1000 ale: APPLICANT: (Property owner,Design Professional,Agent,/Contractor,Other) - District NAME T (LY1 --1— wrSection Block Lot Jy��sti�� FOR BUILDING' DEPART,tiIENT USE Ol\L;' Contact Informatiorc //02 3-7 ;j.,V nc LmEcu - r/()A Reviewed By t_/p l S�)Itjpjj A - - - - - - - - - - - - - - - - - - D - Property Address/ Location of Construction Work: - - — — — — — — — — — — — — —. - Approved for processing Building Permit- 4 77os� Ltn�a" — — tormwater Management Control Plan Not Required. VStormwater Management Control Plan is Required- (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S,C.T.M. : 1000 bO5t1��,Y CHAPTER 236 (Properry Owner,Design Professional,Agent,Contractor,OtAer) —�'— ' 5tor �$ • ...Z 3°I pawatEr Management Control flan CHECK L IST � ^\ ��,, Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. NAME: Dy�l �� pill"`vP111A Z� $ � >}c The applicant must provide a Complete Explanation and/or Reason for not providing Date: , 101 all Information that has been Required by the following Checklistl ?iy na h,rc cicpinnr NunlDcn I, A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper, show all of the following items: a. Location & Description of Property Boundaries b. Total Site Acreage, c, Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). jWSPEr.T401NIS ARE REQUIRED d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. - f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) thatnage-has-beeninstailed . g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, 1. Location of proposed Swimming Pool and discharge ring. EAGSIEW a CONTROLS j. Location of proposed Soil Stockpile Area(s)• Shall Include but not be limited to: k, Location'-)f proposed Construction Entrance/Staging Area(s), Maintained Construction Entra I, Location of proposed concrete washout area(s). WIP17 f3ciLk(ea-')[It Fencing, stabilizatio M. Location of all proposed erosion&sediment control measures. exposedand/or inactive s oil 2. Stormwater tvlanagement Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch \ rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval, Items requiring details shall include but not be limited to: K a, Erosion & Sedir'ient Controls. b, Construction Entrance & Site Access, C, Inlet Drainage Structures (e.g.catch basins,trench drains,etc,) d. Leaching Stl'uctures (e.g. infiltration basins,swales,etc.) y--- _"__. _ ______ �: ___ ___ ^__ _,.. _.:��.--..�...••....=• -•••-• "" ' ' ' I•tJR. L,`,NGINI;:C;F DEP iTMENT USE ONLY**�`*t'- -Additional Information is Required. I ' I Stormwater Management Control Plan is Not Complete. Reviewed & — - - - - - - - - - -- - — Approved By: Stormwater Management Control Plan is Complete. , J i SMCP has been approved by the Engineering Department. Date: d V a cvarrp rhr;k l,i;t -TOS MAY 2014 FO "` i i1�' . �C tUILDING DEPARTMENT- Electrical Inspector JTOWN OF SOUTHOLD SEP _ 6 2W9 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 zzPTTelephone (631) 765-1802 - FAX (631) 765-9502 0"OTT1I 'roger.richert a(%town.southold.6y.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 'Company Name: 4 o k-flAruo Name: 6 #) © t°(II c-tie.e ne License,No.: 3`93 5---®CL email: q,o J%e"044- 'Add 044- Address:, 6 91 w��� w Phone No.: (�'�( - .�2 16 JOB SITE INFORMATION: (All Information Required) , Name: S'C0+ - Qc, ,S-r-- ' Address; S-r—' Address; Q-44- A `f Cross Street: Phone No.. Gil 96 5' Idg.Permit#: yl (� email: Tax Map: District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) - L Circle All That Apply- 1s J pply:^!s,job ready for inspection?: YES /4 PQ ough In Final Do,you need a Temp Certificate?: YE NO ,P,moj,�,QJ q- G_1 o1 :Temp Information: (All information required) Se` ;Size 1 P 3 Ph Sizer A #Meters _ Old Meter# ew Service- ire Reconn t- Flood Reconnect- Service Reconnecte -Undergroun Overhead klinde_ and Laterals 1 2 H Frame Pole Work done on^Service? YN Additional Information: PAYMENT DUE WITH APPLICATION 00 �� tee,, �• '62-;Request for Inspection Forrn.xls Town Hall Ann x' *=:o a` f/ �. `°'''"'a,+ Telephone(631)765-1802 E 54375 Main Road Fax(631)765-9502 P.O.Box 1179 x,_{- `.t4 M$Aj F .iuz.. _ 'r ;<': • ,s :: I Southold,NY 11971-0959 ,. -'�``': " ;�� ��'"- •�?��;-+'-' ' • T1fy�tc .l, `'{i.. '�'i/1/j� + `E; � �' .i4S f � +. i _ «,. Fati •,s.:p���i.(1V/f �'V� 'k•. r`:�a,�f'r'• '�*T. lrv4. ••�•:�,�!'• mit � - n� '.V, S.,���` ��w i� •- f a S }' BUILDIN:G=DEPABINIFNT JNSTRUOrtIN;O�TICEOF_UTl IZATION_OF-TRUSS"TY WOOD CONSTRUCO =Ai4 R024TIMBERONOS�TT,..U'I CET�FEOi�1 -(N� Dab `fir: ;��: "'i•' '"�'' :t*�' Qwri`ervQ .,��,��._�:fi:� A�'Ji ,ir$i` a.4g.,.,�4--_•-v�'„>'7r:,:..�i Yj •� .t•'- - c(�r' a.'ti� _ ...�•. ,? irr,+liry�r:�� i :'.":p,x �rv:t �yh�ti;�,.�.:.;a ,�'.. _ _ ,o° w, c` ��r•' t� ..�', �j1,''.'•.., •:::;ta-. , s 't.. �+ '`" t`�k,, �-5 LOW!, of ��'�� �T' •fix r ,cr tiCa�C'ti i.� ..�•l�4"1}. �s- h:: L - Ca_e.r. +v.'}..4 X':y• � Plea§e take notice that=the".(ct eckId livable line 1 x'� r < , ;# �' 4<< =• a+z xs�,•r+�';;� New co •�r��:�•��°�':;s. �-v, ��` .� ,,a:t` ��,�.:�•gid, -�;w, � ..: ;, < >, ior?resderitia� structure •+Zy'y.Yj 7''4 dC `*''.' tt�'- ?7'i .:.>,`t�z�.�•` `h.. �-- - Wiz-,;-=-;• Addition.f � r•n.�•+ .:1;.>..i:• K'z �•�r� •�`' ••:4��., ' �r=y tit' 6iext'sttng commercial or residential strtacture =, ��- b,� _� c4yrc'oF,,k:-N"-7 �-}.-.�;,9.vG'w;�,�: A. ,.t.�$,g y •: '�•�`; .p' n' YiY.� kRy r-,'�S'' ..� ,r}`�< Y4 Mlx ,r_, t�(.i g�,�':'.t '::s•' ; Ftehabilijationtb an existsngF:commercial or residential structure= i �.(s.'-4;''� �...'t `.�4' f'.a.�;at, -•c"ti ,",?Rj:Yi". ,t to be.constrwcted,or performed at the subject property reference abouetwiff-Vilize 3 w n ,;.�., ,.,,,. (check a ppl cabl,e�lihe): r t r, Teu'ss�type construction (TT) �.� Pre-engineered wood-tconstru.ction PWt' ,s .:V�w a .. ?'=, Timber constrtactionY(KTCj:, }', < '�•,vi'; , ..4.tr,+• �."1: ''�`.E.C`. �-:- t:7,. y�i i f'•<r 1' P S :.Mfr in the following location(s) (check applic'1ablea/'d,line: )•,• Floor framing, including girders and beams (F) Roof framing,.(R) 'Floor-.'and roofframiFR) ,Signature;^. . T D n . . Name (person submitting this form): T '11-A!moo b0VIV '° Capacity,(check applicable jine): Owner •Owner representative TrussReg15Awx Effective 1/1/2015 t 4 3 5 - i Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 NVw-v Hnrnletl'itle.ccatn i As Agent for First American Title t, Does hereby certify to: 1 THE TOWN OF SOUTHOLD i THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises,adjacent thereto on all sides from 1956 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1956 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the"owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty-five Thousand($25,000.00)Dollars for f, negligence only. NO policy of insurance is to be issued hereunder. i Title Number: H-2044-S S S i Premises: 495 Linnet Street, Greenport,New York District: 1000 Section: 048.00 Block: 02.00 Lot: 039.000 w Mich'Aaritt-1 az� Pr i' eR Agee ,Ji�c,, as Agent for First American Title is Sworn to b o'r"" me } 22nd d'ay. i Notary Pu lie KATI N NOTARY PUBLIC,State of New York Qtialitidd`h Suf'fblk,County No.0TC06372823 'Commission Expir6s'March 26,201L Chain of Title for Subject Premises: 1000-048.00-02.00-039.000 Filed Lot: 75 "Map of Greenport Driving Park" Filed: 12/01/1909 Map No.: 369 George A.Wilson Deed Beryl Atwell Wilson,his wife Dated: 7/15/1953 J.Hangley Recorded: 11/4/1953 . To Liber: 3606 page 53 Bessie Lee Hodges Anthony Mastroianni,Public Administrator Deed Of the Estate of Bessie Hodges Dated: 10/1/1981 To. Recorded:.10/9/1981 Charles Carter` Liber: 9082 ,.Page 375 Mary Carter, his wife NOTE: Bessie Lee Hodges died 10/4/1976 Surrogate Court No. 366A80 Angie M. Carpenter,County Treasurer Tax Deed To Dated: 1/29/2014 Shirley Long Island.Inc. Recorded: 1/30/2014 Liber: 12762 Page 107 ** This deed supplements deed in Liber 12729 page 880 which omitted premises County of Suffolk Deed To Dated: 9/6/2017 Joseph G. Farrell Recorded: 11/14/2017 Liber: 12937 Page 613 LAST DEED OF RECORD Michaela.Ph `-Prosident Hamlet Title -Inc. as Agent for First Afneric: uTitle Sworn to before me this, 111 tfI d y.of eceir3 er,;2 1.8 { Nair ;l�ubl�c, fi M H ROTARYpUSU d N tiaii �d.lrw: t tilk fir* on Exods-March 2%Rex Chain of Title'for Premises to the West: 1000-048.00-02.00,038.000 Filed L_ot: 74 "Map of Greenport Driving Park" -Filed: 12/01/1909 Map No.: 369' Walter G. Phelps Deed To Dated: 3/7/1944 Robert Day Recorded: 3/15/1944 Florence Day,'his,wife Liber: 2347 page 12. Robert Day', surviving tenant Deed To• Dated: 12/4/1957 Osear Goldin Recorded: 12/5/1957 Liber: 4400 Page 565_ •Oscar Goldin 'Deed - To Dated: 11/9/1958 Dorothy'DeJesus Recorded: 11/.19/1958 Liber: 4548 Page 50 9 Thomas Riddick Deed To Dated: 2/8/1958, Dorothy DeJesus . Recorded:, 7/28/1958 Liber: 4491 Page 160 **No deed found into Thomas Riddick Dorothy DeJesus Deed To Dated: 5/19/1988 Benign DeJesus Recorded: 5/26/1988 Dorothy C' DeJesus Liber: 10611 page 535 Micha l Pian: .esident Hamlet'Ij3tl Agency,Inc. as Agent for First American Title Sworn to before me this' 18 `kday; #' ecenn1ber.20.1 Not .iilalic, 'W .y' l "lttl t :. Y"PUBLIC Now CiaaUtled in-OkkCob* Ncl:,010063'72823 . mnWoo ii, LL Chain of title for premises to the West continued..:. Benigno D'eJesus,'surviving.tenant by the.eintirety Deed. Of Dorothy DeJesus Dated: 12/23/1998 To I - Recorded: 1/8/1999 Enrique Alvarez Liber: 11938 page 496, Mercedes-Alvarez Mercedes Alvarez died 6/13/2012 Surrogate Court No. 2.012-3694 LAST DEED OF RECORD, Michaela iiz :Pt`esi• Hamlet,•Title Agency, Inc.as Agent for First American Title Sworn.to before me this th'--- a,:of D•ecember18 Nbt' y Public �C11'IARYPUBLIC'; .nl Mi" aalitiedin` u�olk�Cai . No.:6 0637 ,ow"'lsaico Mow Mtucti go,gt, �, Chain of Title for Premises to the East: - 1000=048.00-02;00-041.000 Filed Lot:' 54 and 55 ".Map of Greenport Driving Park" Filed: 12/01/1909 'MaR o.: 369 Walter G.-Phelps and George F:Alexander Deed Executors under LWT of John W.Phelps Dated: 3/11/1930 To 'Recorded: `3/28/1930r Harold M.Day Liber: 1492 page 15. Ada Gholston Day,his wife - ** Ada G. Day died 10/29/1957 ** Harold M'. Day died_4/14/1958 Surrogate Court No. 420P58 leaving all rest and remainder to Angelina Dixon Angelina Dixon Deed To Dated: 5/12/1971 Alfred H. Dixon Recorded: 5/13/1971 Angelina Dixon,his wife Liber:6930 Page 175 ** Alfred Dixon deceased,Angelina Dixon-deceased Surrogate Court N6.'613P'1998 Geneva V ilkus as sole devisee under LWT of-` Deed Angelina Dixon, Dated: 10/29/1999 TO- Recorded: 11/10/1999, Jackson A. Taylor Liber: 12000 Page 346 LAST DEED OF RECORD rf , Michaela F'iad°a,;Pre dent: Hainlet Title-l�;gengy, Inc. as Agent for First American Title Sworn to'before me this ,118 Alda x of ecemli No aiy-Public 9 oWffj 3Ptlu folk u*' 146.0'1006',x2823 Co retirtM1 it" cpir .Marchi 20,2022.11 Chain'of Title for Premises to the East; '1000-048.00-02.00-040.000, Filed Lot: 56 "Map of Greenport Driving Park" Filed:' 12/01/1909 Map No.: 369 Harold M. Day Deed Ada G.Day Dated: 2/1/1956 To Recorded: 2/2/1956 Oscar Goldin. Liber: 4064,page 498 Oscar Goldin Deed' To Dated: 8/6/1964 Ruth Reese Recorded: 8/10/1964 Liber: 5592 Page 445 ::Ruth Reese - Deed To 'Dated: 4/9/1965 Oscar Goldin Recorded: 4/12/1965 Liber: 5727 Page 360 Oscar Goldin .Deed To, Dated:' 1/16/1973 .Robert P.-Turnbull -Recorded: 2/9/1973. Frank A. FieldLiber:•7341 Page 429, ,Robert.P: Turnbull Deed .Frank A.Field °Dated: 3/22/1975 To Recorded: 3/31/1975 Robert Turnbull 'Liber:-1817 page 425 Robert Turnbull ' Deed' To Dated: 10/1/1976 Frank A.=;hid Recorded: 10/14/1976 Michaela Pi A 'Pres d: � , I�amlet Title Agency,Inc. as Agent for Furst American'Title Sworn to before me this 1: `i►':da; f ecem 18 Nntly-Public � .. 'QWfi6d.1n 9r ik-000rrty Liber: 8122page 239 Frank A. Field- Deed To Dated: 3/17/1985 Frank°A,Field"Realty Inc. Recorded: 4/6/1984 Liber: 9541,page 375 Chain of title for premises to the East.(tax lot 040.000)continued.... Frank A.Field Realty Inc. Deed To Dated: 2/10/1987 George Freeman Recorded: 2/27/1987 Fiber: 10259_page 368 Jeanmarie Costello,referee Referee's Deed To Dated: 11/14/1994 Frank A.Field Realty Inc. Recorded:-2/3/1995 Libet:_ 1,1713 Page 421 ** to foreclose mortgage in Liber 12568 page 423 , Frank A. Field Realty Inc. Deed To Dated: 4/15/2003 Daniel Finne Recorded:, 4/28/2003 Tina Finne,his wife Liber: 12248 Page 528 Daniel Finne Deed Tina Finne,his wife Dated: `7/1.512009 To Recorded: 7/21/2009 Jacob°W.Kerr- Liber: 12594 Page 56 Katherine-R:Kerr, Jaeob W.Kerr Deed. Katherine R.Xerr Dated: 6/27/2014 To Recorded: 7/16/2014 Robert C. o . -Liber: 12780.mage 968- Michaela`P a Presid zt Hamlet Tial ,gncy,Inc.,as Agent for First American Title Sworn to before me this 1 :h`" 'da,of Dece ber, ' 18 r �_ No Try kulalic t4OTARY PUBM O-01t �a� th ortk:C n No.OIC08372893 .�— Robert C.Nowell Deed To, Dated: 10/25/2018 Cindy Chao Recorded: 12/10/2018 LAST DEED OF RECORD_ Liber:,12991 page 726 Chain of Title for Premises to the North: 1000-048.00-02.00=022.001 Filed-Lot: 87_anis 89 "Map ofGreenport Driving Park" Filed: 12/01/1909 Map No.: 369, Miriam Hartley Deed To 'Dated: 4/9/1948 Manuel D. Gloria Recorded: 4/12/1948 Dorothy Gloria,his wife Liber: 2814 page 414 Manuel D. Gloria Deed Dorothy Gloria,his wife Dated: 9/20/1961 to Recorded: 9/26/1961 Susan Greene Liber: 5053 Page 495; Susan Greene, individually and surviving Deed Tenant by the entirety Dated: 9/16/1995 To ,Recorded: 10/6/1995 Gloria Murrain Liber: 11744 Page 837 **covers premises and more Gloria Murrain Deed To Dated: 11/14/2012 Wittney Estates Inc: Recorded: 12/3/20,12 BATM Capital'Corp. . Liber: 127.12 Page 495 Wittney,Estates Inc. Deed BATM Capital Corp. Dated: 6/47/2013 To Recorded: 7/10/2013 James Brennan Liber: 12735 page 890 LAST DEED:Qp` �C Michaela p,io ,;. residb Hamlet Title Agency,Tnc; as-Agent for First American'Tifle Sworn to before me this )ftis w b y a Qecen er,'2 8 NO 'y Public TIE HEN t4bTAnypugUG state,of Now YO* awifiied•tn Wolk 0-inty. -OommlOon Mires,Maro 26PL.1- Chain of title�for Premises the South: LINNET STREET' Nlichae�a. ia ;-Px s �ni - - tlry Ti c Agency, Inc. as Agent for. First; C'"edii Title Sworn to before me this I :. .th,dna ai 73 cem 'er,t2 S Not try Pu Elie. - - - NOTARY PUBLjC;-SWC Of NOWy6ik tQuaUp�f�ic io��+6utffj0Ik�.+p�yycpyur►ty, -Cc�rtrr►�l�si'ca�i~acptr�s M��'CYt� ;�� , 30 MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (G x G - 10 / 10 WWF) z_ w FI LTER CLOTH 0 - O � S�� N z P� EMBED FILTER CLOTH G�d� MIN . Of INTO GROUND z NOTE: MAXIMUM DRAINAGE AREA ; 112 AC RE / 100 LINEAR FEET ° 0 � i�Rc M. U SECTION DETAIL I ^ U W 30 0,7r �� �0� Q� BUT SUFFICIENT TO KEEP FOF N� Wa. SEDIMENT ON SITE �--► a U <o I— N -j LU SILT FENCING CONTINUOUS o :5; AROUND PROPERTY�TO i Q0 SIDE OF ENTRANCE U o a a— __ PLAX LO LU LIJ ;�6f� �df� � w 0 � co 0 U) I IXY § z F W EROSION &SEDIMENT CONTROLS C) m Shall include but not be limited to: I A well maintained Construction Entrance, W L Wire Backed Silt Fencing, stabilization & 3 Seeding of exposed and/or inactive soils. ) 0 PLAN VIEW CLEAN SAND SHOULDER U o AREA TYPICAL EXISTING ASPHALT Z ROAD SURFACE. z GRADE fir* 'ag00 Q 001) e o q O CLEAN GRAVEL FILL. DRAINAGE INSPECTIONS ARE REQUIRED q o ' _ 0 O OQ �Q O O Q FILTERCLOTH �" `v € ,* Contact TOS Engineering at 765-1560 e beford "ri, " �• D p p Backfill, OR Provide Engineer's Certification o p o o p O D O = UNEXCAVATED SOIL that the drainage has been installed to-Code. o ° 0 III Pis °a�0� � do�0 D d 0 � a 0 = O 7 D Q O o°o0 112 11111 APPROVAL OF STORMWATER MANAGEMENT O O a D Q O p p CONTROL PLAN -To Code C a 6 PAGE: Date. �� , ��lll- II = (— Approved by: T RA FRENCH DRAIN DETAIL - NTS UNAUTHORIZED ALTERATION OR ADDITION TO THI D WING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC 7209 OF THE N.Y S EDUCATION LAW REScheck Software Version 4.6.3 Compliance Certificate Project Nicholson Residence Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 1,740 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Linnet Street Dwyer Design Consulting, Inc. Greenport,NY Southold, NY Compliance: Passes using UA trade-off Compliance: 9.0%Better Than Code Maximum UA: 288 Your UA: 262 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly Gross Area Cavity 1" �t.' Perimeter '41 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 870 30.0 0.0 0.033 29 Wall.l:Wood Frame, 16"o.c. 2,122 18.3 0.0 0.061 109 Orientation: Unspecified Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 275 0.300 83 SHGC: 0.28 Orientation: Unspecified Door 1:Solid 20 0.300 6 Orientation: Unspecified Door 2: Glass 40 0.310 12 SHGC: 0.24 Orientation: Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 870 49.0 0.0 0.026 23 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 2',15 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Nicholson Residence Report date: 01/10/19 Data filename: CAUsers\Absolute#2\Documents\REScheck\nicholsonlinett.rck Pagel of 9 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -•s�.. .�ii'c t^ <3'- �'1S`.9,'wF7Ld".a �'AX$�� Pt--t 4r�` i•".x : .�,"-`,: "}' "a�`•.x.. -:y3`^ f.6t.r...�;.,•..:4::_.1�.•d.."f"-d:"� "..f:':'��'-:'iT:»:}s,.k.»%"�'ry°:� if pl%'��� ' ., c�_'�?!,� � rx ','�Yxs'�t;S,�.r-.,m,'��"r;» � �- �R ?� F!�+"d `Y1,S"Fa OY,� *��FI �I �i� E?,ciE�"`s �Et.x#� �."'�'�rv*�.:,.:t,�;'° .*c,.'r�,�� �•»;,,'`.,.:y;�:,�;: x.,.�:: rcnsye+ �bn�J�►Ii' etr� ►r�,fY,;. ���; �si . }, � ,Goa0Ies "Ccirnm+eit'sl �n}�tlos �+ +i, , .,{ " e'w'sg;'"st. ; 1• H, •e.e9tl11;1 #g '' �yq_ ,yams",:r ..z ,M,r,. ��5 .•w`�.r,.t• ;illi:"r,t , a�. ?xw" W° i3:;:. d "fi t r.. &- 141E2, • w'b rs ' V% r: 103.1, 'Construction drawings and ❑Complies 103.2 :documentation demonstrate Q' "fit" '�❑Does Not [PRI]1 :energy code compliance for the ". = '; F :?i :building envelope.Thermal x== =;: @ ro•` ; ""� Pz�'- ` ° ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate «".:y ❑Does Not gy code compliance for 'utA 403.7 :energy .s •� �; . ,�:.,,�•._," •..�-:�:rt-,.,;..r.�. Not Observable [PR311 ;lighting and mechanical systems. ❑ :Systems serving multiple ' - = ,: ❑Not Applicable dwelling units must demonstrate :compliance with the IECC ° ,Commercial Provisions. ' s; �•a ;, � . .4 ' Heating and cooling equipment is: Heating: : Heating: �:❑Complies *�„ �' sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not Ph" ;X a on loads calculated per ACCA Cooling: Cooling: Manual or other methods g• ; g: :❑Not Observable • ;' ] Btu/hr Btu/hr " approved by the code official: : ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) {J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 01/10/19 Data filename: C:\Users\Absolute#2\Documents\REScheck\nicholsonlinett.rck Page 2 of 9 OF -34-2-1 A protective covering is installed to :E]Complies protect exposed exterior insulation 1EIDoes Not ,and extends a minimum of 6 in. below 'EINot Observable! e. ;EINot Applicable Snow-and ice-melting system controls�,E]Complies installed. 1EIDoes Not UNot Observable :E]Not Applicable Additi»naUCommnients/Assummptiana: ; 1 High Impact(Tier 1) ,',RF�Medium Impact(Tier 2) . ' Project Title: NichosonResidence Report date: 01/10/19 Data fi|enanoe: [AUsers\Abso|ute #2\Ducunoenta\REScheck\nicho|sonhnett.rck Page 3of 9 402.1.1, :Door 0-factor. U_ UY ',E]Complies See the Envelope Assemblies 402.3.4 J]l 'E]Does Not table for values. T]Not Observable :,E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ ElComplies- See the Envelope Assemblies 402.3.1, average), table for values. !E]Does Not ;E]Not Observable 402.5 ;E]Not Applicable [FR411 :are determined in accordance E]Does Not !with the NFRC test procedure or E]Not Observable :taken from the default table. E]Not Applicable 402.4.1.1 :Air barrier and thermal barrier ElComplies [FR23]1 :installed per manufactu. E]Not Observable 402.4.3 iFenestration that is not site built ElComplies [FR2011 :is listed and labeled as meeting 'E]Does Not :or has infiltration rates per NFRC E]Not Observable E]Not Applicable :400 that do not exceed code n IC-rated recessed lighting fixtures ElComplies sealed at housing/interior finish �1 DDoes Not and labeled to indicate:52.0 cfm Not Ob leakage at 75 Pa. E]Not Applicable 403.2.1 :Supply and,return ducts in attics ElComplies [FR12]1 :insulated >= R-8 where duct is >=3 inches in diameter and >= E]Not Observable R-6 where<3 inches.Supply and E]Not Applicable return ducts in other portions of V. :the building insulated >= R-6 for !for<3 inches in diameter. [_'�i Building cavities are not used as ElComplies ducts or plenums. E]Does Not [-]Not Observable E]Not Applicable HVAC piping conveying fluids R- R- ;L-JComplies above 105 9F or chilled fluids ;E]Does Not below 55 OF are insulated to�!R- ;E]Not Observable 3. :E]Not Applicable DComplies 403.4.1 :Protection of insulation on HVAC 17 [FR2411 :piping. 'ODoes Not E]Not Observable E]Not Applicable �4O�* Hot water pipes are insulated to R- R- ;L]Complies ;E]Not Observable ;,DNot Applicable Automatic or gravity dampers are ElComplies I installed,on all outdoor air E]Does Not H ILOkcs and exhausts. E]Not Observable E]Not Applicable I JHigH Impact(Tierl) 'F��Afl!Vledium Impact(Tier 2) Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 01/10/19 Data fi|ename: CAUsens\Abou|ute #Z\Documents\RESchecWmicho|son|inett.nck Page 4nf 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) r2>:Medium Impact(Tier 2) i3 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 01/10/19 Data filename: CAUsers\Absolute #2\Documents\REScheck\nicholsonlinett.rck Page 5 of 9 Ng N, 'AM W 4'. s 4,: Is 01AW IMI-It 'M +r rs 311* All installed insulation is labeled Elcomplies or the installed R-values E]Does Not Observable provided. Not 'E]Not Applicable 402.1.1, :Floor insulation R-value. R- R- :LJComplies 'See the Envelope Assemblles 402.2.6 Ewood EWood EDoes Not table for values. [INI]i E] Steel Ej Steel :E]Not Observable tlNot Applicable 303.2, !Floor insulation installed per ElComplies 402.2.7 :manufacturer's instructions andE]Does Not [IN2]1 :in substantial contact with the "r :underside of the subfloor, or floor xa, E]Not Observable :framing cavity insulation is in E]Not Applicable :contact with the to side of .—I �A, re'rV :sheathing,or continuous insulation is installed on the rVY"' ,Q , :underside of floor framing and :extends from the bottom to the ,to of all perimeter floor framing !members. 402.1.1, :Wall insulation R-value. If this is a; R- R- :E]Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the M! )— Wood E] Wood ;Oboes Not table for values. 402.2.6 :wall insulation on the wall E] mass F] mass [IN3]1 :exterior,the exterior insulation :E]Not Observable :requirement applies(FR10). E] Steel E] Steel :,E]Not Applicable 303.2 Mall insulation is installed per w1g.ElComplie [IN4]1. :manufacturer's instructions. E]Does Not E]Not Observable El Not Applicable Additional Comments/Assumptions: IliHigh Impact(Tier l) —F F',.,Medium (Tier 2) 3.Low impacF--------� Project Title: Nicholson Residence Report date: 01/10/19 Data filename: C:\Users\Absolute *2\Documents\REScheck\nicholsonlinett.rck Page 6 of 9 �.!I"".. .�.}w•.y�..' ", �' rvry 7s ria s�. � d:9`b� "�•`.S; '�" =z+�='-✓:@]"P�• �1�'.yY ". '.i.• 4�'� .f'+�q rt�<.,�:�.y h..,,, S'.r'":�.,5 �',¢,,,!�'a��a''•`'`'`' f'�✓ � E��/tom 'rD +/,��}j� �; ..I +�` �y.��S,a-•.` •i.�t•&'.Y"U,...• 2'. • �`� .P�,. y_ y!c�, ]� f1 �� �:l�:.: ' �}y :.guy.,#t4= .�:i hs.ga w�. "y,;..d ,• r t ;y.°}'-�'zi�;�=i x.?� �.:t�} ��- g' • i 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood :❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel !❑Not Observable 402.2.6 [FI1]1 :❑Not Applicable 303.1.1.1,:Ceiling insulation installed per `s:;?=< " •°`°j's" -w '�{'"`"i"`" "` f -`<<<';? ',❑Complies 303.2 :manufacturer's instruction �,''` 's` =;"'. 7y;r. .,. a' �.�- .�..:�,�.r ,�r'� .r.;�`❑Does Not [FI2]1 ;Blown insulation marked every 300 ft . ":.• " '° # ` N❑Not Observable $ `.. , ".;..<.M�;;;.,��. ❑NotApplicable ' 22: s Vented attics with air permeable ❑Com lies insulation include baffle adjacentBa `k"�' 'rf:F'i<"v°' 'h` <�"-t�..-•4 ' ��6 ,.._ , ❑Does Not ''.na��L to soffit and eave vents that ^ at's+^: .,°•7::v.."r .s �z. `��3..' n'. e•d`,��•, z.''�.4w` Not Observable extends over insulation. ..`ag�"���w �� .��..; :,�•' �.� "z '$�i=r:•. r.-°.i {' -' .:=„. :; >aer `.aw ..:, -;❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; ~R- ;❑Complies [FI3]1 insulation?R-value of the E❑Does Not :adjacent assembly. ;❑Not Observable ;❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50= ;❑Complies [FI17]1 :ach in Climate Zonis 1-2, and ; :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FJ4]1 cfm/100 ft2 across the system or ftz ftz :❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ; :❑Not Observable tests,verification may need to ; ;❑Not Applicable :occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with z ftz ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a i ,❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable :w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total i ;leakage measured with a ; :pressure differential of 0.1 inch :w.g.across the entire system ;including the manufacturer's air handier enclosure. ; 403.3.2.1 ;Air handier leakage designated ❑Com lies 9 P [FI24]1 by manufacturer at<=2%of ..❑Does Not ;design airflow.„ ' �, a .;: . `'�::�� �� ,:.�.,;.,�;�$..;;:�,=•.y��a. �' ;;� ❑Not Observable ❑NotApplicable 4 :I °' Programmable thermostats =y' ' '''' ` rsgn `= �r ” ❑Complies wz ;Fig Y, installed for control of primary < ' °f t'. { c'`.,❑Does Not "Lz heating and cooling systems and initially set by manufacturer toar:q�, Not Observable I" •.. j<F#°„ x'.rkw �. code specifications. a Yn :'; = `' `"" := ❑Not Applicable Heat pump thermostat installed "�< 'a Er `^ ''� ❑Com lies [i iltts, on heat pumps. „, . .,;i, .• ;s, •.E.. '�:t❑Does Not »:xm1.j"sia..�'.>;> �S'e+Yh`.,k•X f•, „g2.:',77i,•�-': '.�i;�'.�ili.,^-..`; �`^{r z� :: ,jt ,. ,w,N y P „a,� $; , _ 1 ❑Not Observable ❑Not Applicable ❑Complies ?1t�3,3:�kl Circulating service hot water �' �_�� ;.• `—� �" � m.:`,:��,""� Y systems have automatic or . r"' �;,. ❑ ��;>.:n ,�, �'�.::...�. .�'n Does Not PAR".1$ e,'=c, .;.R a, a air,3 ,•.k'c• gay{,.""' r`;?.y.�s,r .<�,-`'. dP accessible manual controls. ��t�r ,, ~; � .<,` �. 'F'a'^r'�:p:$.,:.•.. ,' "r,':* r,,;r•,....:ask�.S❑Not Observable• , ❑Not Applicable 1 High Impact(Tier 1) ?` Medium Impact(Tier 2) `3, Low Impact(Tier 3) ` Project Title: Nicholson Residence Report date: 01/10/19 Data filename: C:\Users\Absolute#2\Documents\REScheck\nicholsonlinett.rck Page 7 of 9 I,Ail All mechanical 4 ventilation system ElComplies 1011b[JUL IJOILIUI tested and listed -Z E]Does Not HVAC equipment meet efficacy E]Not Observable and air flow limits. E]Not Applicable Hot water boilers supplying heat ',,.ko E]Does Not systems have outdoor setback E]Not Observable thro (M_ 7 ugh one-or two-pipe heating control to lower boiler water temperature based on outdoor ONot Applicable Heated water circulation systems ElComplies tV have a circulation pump.The E]Does Not �',Jsystem return pipe is a dedicated return pipe or a cold water supply E]Not Observable E]Not Applicable pipe. Gravity and thermos syphon circulation systems are not present.Controls for 31 circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls Re automatically turn off the pump water is in circulation loop whe -point temperature and is at set no demand for hot water exis Electric heat trace systems E]Complies E]Does Not comply with IEEE 515.1 or UL 4004, 515.Controls automatically ONot Observable a Jus Not Applicable heat tracing to maintain the t the energy input to the �Mq desired water temperature in the Water distribution systems that Ekomplies -]Does Not have recirculation pumps that E ater from a heated water pump w supply pipe back to the heated Nft Z41, E]Not Applicable water source through a cold water supply pipe have a- demand recirculation water system. Pumps have controls that manage operation of the pump a 'KA, nd limit the temperature i of the water entering the cold o 104!2F. —Y water piping t Drain water heat recovery units t tested in accordance with CSA kt.,! B55.1. Potable water-side eat pressure loss of drain water h recovery units< 3 psi for E]Not Applicable VVI,, individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 :75%of lamps in permanent ElComplies [F16]1 ;fixtures or 75%of permanent E]Does Not fixtures have high efficacy lamps. :Does not apply to low-voltage L]Not Observable cable Fuel gas lighting systems have OComplies E]Doe's Not IN no continuous pilot light. E]Not Observable E]Not Applicable 1 High Impact(Tier 1) Project Title: Nicholson Residence Report date: 01/10/19 Data fi|ename: CAUsers\Abso|ute #Z\Docunnents\REScheck\nicho|son|inett.rck Page Dnf 9 ` � . � � ` � ' � . � � � � � � ' ' . � � . ' � � � � � PIP Compliance certificate posted. E]Complies s Not EINot Observable EINot Applicable Manufacturer manuals for ElComplies 'ODoes Not rhanical and water heating systems have been provided. -Y ONot Observable zri El NotApplicable Additional Comments/Assumptions: � . 11 11-ligh Impact(Tierl) Mecriurn Impact(Tier 2) Low impact(Tier 3) Project Title:rNicholson Residence � Report date: 01/10/19 Data fi|ename: [AUsersvubsu|ute#Z\Documents\RESchecKmicho|son|inett.ok Page 9of 9 � N SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-48-02-39 SCALE 1'=30 DECEMBER 2, 2018 JANUARY 15, 2019 (CER70CA77ONS) JULY 17, 2019 (FOUNDA T10N LOCA 770N) I an dAeIn I ' I � Doa-h'6n d DWELLING I DWELLING - I LOT 87) 22,1 PUBLIC WATER I PUBLIC WATER DWELLING _ T i PUBLIC WATER _ _ LOT 89) I ,LOT 69) I --7 I - - ----._ _ _ I LOT 70> I _ I S82•ef5� _ DWELLING - �_ _ 40n 33.1 1 LOT 71 > - L 15.3' , E I o I ❑ _ _ PUBLIC WATER DWELLING 50,00 z I I I Jo I I 34 - I LOT 72) I PUBLIC WATER DWELLING FE.COR. EL 14.2' W DWELLING 0.6'NW - o PUBLIC WATER la/ I of I I I LOT 73) I PUBLIC WATER "LOT 75 > $ _ LOT 74) LOT 56) I I 37 FE.COR. 39 FE.COR. ' 32. FE 0.4'W 40 I I 1 38 ^i' 0.7'W 2.s'w I1 I MEANDERING WIRE FEN. SHED 0.6'E FR. I 36.1 FOUND. WALL FOR CE x I HOUSE I I CONC. CHIM. BASE ' I z FR. I 16.2' f S I HOUSE I I I J l 21.9' 4.4' _ x .R C I FR. o f o rn — N 1 HO SE I I I o a.a' 7.3 :n v- ,LOT 55) I t o I I FR. 1 I 'S z m --' 65 clivi 1 HOUSE FR. >,W 0 N FOUNDATION COR. 2.7'E 0°, I HOUSE O I o a °� -�- - _ 00 50.0 !� 0 — — FN D 7100000 I I I 21.9' 41 PIPE o ' FR. HOUSE FND 50 00, N Zr)ZI I L S 50.00' NX N i LOT 54) S S EL 19.0' CMFI a --' W S COL 13.8 ' x FOE.CrOR. c� DWELLING W S S wALK M82-46 10" 100.00' PUBLIC WATER _-- S 0D s w REBAR EL 14.7 W S SEWER MAIN 50. W WATER VALVE W� W W LINNET S�.. s s EDGE OF PAVEMENT EE T EL 13.4' s W S— PUBLIC WATER I W SEL 13.5' N STREET -- (APPROXW LOCATION) W KEY RAIN RUNOFF CONTAINMENT W W_ HOUSE 977 Sq. Ft. Q = REBAR 977 x 0.17 x 1 = 166 Cu.Ft LOT 60> LOT-- ® = WELL DRIVEWAY 500 sq.ft. 59 DWELLING ) ® = STAKE 500 x 0.17 x 1 = 85 Cu.Ft D - PUBLIC WATER I DWELLING LOT_38 > = TEST HOLE 166 Cu.Ft. I PUBLIC WATER DWELLING ® = PIPE 85 Cu.Ft. PUBLIC WATER 25T Cu.Ft. NO SANITARY STRUCTURES ON LOT ® = MONUMENT 251 CU.FT. /22.3 = 11.26 VF ALL DWELLINGS W17HIN 150' ON PUBLIC WATER 0 = WETLAND FLAG Provide 2 DW 6'0 x 6' Deep= 12 VF ELEVATIONS REFERENCED TO NAVD 88 `� = UTILITY POLE Connected by Gutters & Leaders OS = SEWER MANHOLE SETBACK DA TA CERTIFIED T0: ❑38 = TAX MAP LOT SCTM # SETBACK -- # 1000-48-2-33.1 27.7' BRYAN NICHOLSON � F14IR ti... —W = WATER MANN 1000-48-2-34 25' SCOTT BOGER 1000-48-2-36T.._ •c` }' . . 0 1000-48-2-371 20' FIRST AMERICAN TITLE INSURANCE COMPANY '``` —S = SEWER MAIN -.-- 1000-48-2-38 25.5' � � ,� LOT 72�) = FILED MAP LOT# 1000-48-2-41 21.4 JUL 1 8 �n�� ... 1000-48-2-39 23.0' AVG, '* NO SURFACE WATERS WETLANDS WITHIN 300 FT. 9 . 618 LOT NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK" FILED /N TRE SUFFOLK COUNTY CLERKS. LIC. N0. 4 'S OFFICE ON PECONlt1,rSURVEYORS, P.C. DECEMBER 1, 1909 AS FILE NO. 369. (631)X765-502 FAX (631) 765-1797 ANY ALTFRA77ON OR ADD177ON TO THIS SURVEY /S A WOLA77ON OF SEC77ON 72090E THE NEW YORK STATE EDUCA77ON LAW. AREA= 5,632 SQ. FT. ' I � f P EXCEPT AS PER SEC77ON 7209-SUBDIWS/ON 2. ALL CER77F7CA 77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF BOX 909 `7" J 1..O0.. TRAVELER STREET ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOU7HOLD, MY 11971 (J 1 V N SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-48-02-39 SCALE: 1'=30 DECEMBER 2, 2018 I 1 I I DWELLING DWELLING - _ _ - 1 LOT 87) 22,1 PUBLIC WATER I PUBLIC WATER DWELLINGi - - _ LOT 89> �O--- I PUBLIC WATER _ _ -- �LOT 69 ) I _ � � J I / i ISI LOT 70 > ___` DWELLING - _ - — S82 45'40"E I o~1 LOT 71 > PUBLIC WATER DWELLING L 15.3' 50.00' i 1 J 1 1 0 1 ' 34 - LOT-72) I PUBLIC V1'ATER DWELLING FE.COR. EL 14'2' w DWELLING I�/1 I I �___� I �_-_ 0.6'NW s PUBLIC WATER IS/ 101 I j I S LOT 73) i PUBLIC WATER VACANT U I I �LOT 74) LOT 75-) . LOT 56 ) I 37 (p '- —— FE.COR. `❑ 32. I I I 38 N I FE.COR. W R' o.4'w 40 I FR. I I I FE.EN x SHED 0.6'E HOUSE I 2.6'W 36.1 I I FRI U I 3 3 HOUSE 17.9'f I I � W ' 21.8' z x � r I II Io II S fI I I I I I aDW 4PRO\\POUS\\E NI HOE BEDROOM LOT 5-5 )w FR. FR Y. eoR\ \SEHOUSE65,00' MxONDATION COR. 2.7'E HOE S0QQ' PIPE I I " 41 _ co FND 100000 I ; o o I Cp o R/ PORC 'in 10.0' I FR. FND 50PIPE 00' N ZI 3 I HOUSELdb L 50 00' N a N LOT 54) S f o S EL 19.0' CMFI IrMIN. `t — S EL 13.8 0 " FE.COR. N PUBLIC DWELLING W — W S�—S CONC. WALK 0.1'N 100.00' W�� —_S� I SEWERW C/) EL A14'.7 ' W � S MAIN S WATER VALVE A 82-46'10"( W W-- W LINNET s TR S EDGE OF PAVEMENT 50 00' EETEL 13.4' S W � W S SEL 13.5' PUBLIC WATER iN STREET (APPROxW LOCATION) W KEY RAIN RUNOFF CONTAINMENT W W._.- • = REBAR HOUSE 977 Sq. Ft. I 977 x 0.17 x 1 = 166 Cu.Ft. -- �LOT 60) ® = WELL DRIVEWAY 500 sq.ft. LOT 59> = STAKE 500 x a 17 x 1 - 85 Cu.Ft. DWELLING � PUBLIC WATER= TEST HOLE I PUBLICDWELWATER �LOT 38-) 166 Cu.Ft. DWELLING ® = PIPE 85 Cu.Ft. PUBLIC WATER M7 Cu.Ft. NO SANITARY STRUCTURES ON LOT ® = MONUMENT 251 CU.FT. /22.3 = 11.26 VF ALL DWELLINGS WITHIN 150' ON PUBLIC WATER 0 C.) ELEVATIONS REFERENCED TO NAM 88 = WETLAND FLAG Provide 2 DW 610 x 6' Deep= 12 VFOx ;2.:Ai, ? i r _'�R r:"" ^�•'� / Connected by Gutters & Leaders clQ F = UTILITY POLE SETBACK DATA It ST: = SEWER MANHOLE ��° " r ATQLGNI.T .y o 38 = TAX MAP LOT SCTM # SETBACK � ,x�.JAN 0 q2 2019 Iia� T 1�) -�� ��I I; � `+ # 1000-48-2-33.1 27.7 E^ � ..rA.... _ �'� N 1000-48-2-34 25' -;., �•y jI �! OF N&z:pj, d —W = WATER MAIN 1000-48-2-36.1 18.5 — C7�PUte``� ESw S SEWER MAIN 1000-48-2-37 20' 1000-48-2-38 25.5' p� Nn-7 LOT 72 ) = FILED MAP LOT # 1000-48-2-41 21.4 .. _ :� :' .._ ".'.. . .. '..., 1. - ;,r� •-: i:.rs `t.y,.0 1—„ .�, ,g`•.,.�'r:.,rt'�,I 1000-48-2-39 23.0' AVG, �"` •°,�� �`� NO SURFACE WATFRS/WEMANDS WITHIN 300 FT. - ' , � , , :.. .�s, , . . . LIC. NO. 49618 LOT NUMBERS REFER TO MAP OF GREENPORT DRIVING PARK f7LE0 IN THE SUFFOLK COUNTY CLERKS OMCE ON I DECEMBER 1, 1909 AS FILE NO. 369. r, ` PECONIC"SUR, YORS,;�P.C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. AREA= 5,632 SQ. FT. '` ~ "" '' `"� (631) 76��50 FASO (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF P.O. BOX 909 ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 18_181 SOU MOLD, N.Y. 11971 Q) Q rv� LL c' SURVEY OF PROPERTY 0" S C., WIU �VICE > < "S FOR A T GREENPORT ir cv w fl-�"`Ly RESiCENCS L TOWN OF SOUTHOLD Date L-U cz SUFFOLK COUNTY Yre N. Y ,;,7,d'S r q 0 IS,,41,c:Ild wzJ'�'Sumly fac�j:ilj�-t'Z�ti-ILYSt lopan ail,:ar rer!jfe-'by r other P2c--v6�s aAd found to 1000-48-02-39 be sahs!'aaory FOR A tlAXff-vU-.'v' P. BEDROOMS. 1�=30 SCALE. Crnir DECEMBER 2, 2018 Orr, 'I Kilru,'y-or, p f"7-, alim I JANUARY 15, 2019 (CERTIFICATIONS) 111"(,' Of WFlstowaler tviana(jement JULY 17, 2019 (FOUNDA770N LOCA 770N) DECEMBER Z 2019 (FINAL) DWELLING DWELLING PUBLIC WATER DWELLING LOT 87 PUBLIC WATER PUBLIC WATER LOT 89 LOT 69-) LOT 70 DWELLING S82'45'40 LOT 71 101 F3-3-�l PUBLIC WATER DWELLING L 15.3' 50.00, I 1 101 PUBLIC WATER FE., R El- 14.2' DWELLING -LO-T-72-) DWELLING 10 S COO PUBLIC WATER — 1.2S TOCKADE FEN.FE-COR. 1 101 LOT 73 PUBLIC WATER 0.1'E 0.9-S ni / LOT 75 0-9'w ZZ Z4 ) FE.COR. LOT 56 37 FS-91 0.4'W F3-2.J FE.COR. O.7'W [38 04 40 FR. HOUSE SHED 0. 'E cn SLATE 0 R4 FR. CHIM. 118 HOUSE 22.2' 0 8' FR. GATEDBL 2 STY FR. CE HOUSE 55 ) C14 FE.COR. HOUSE FE.COR. -- rR. 0*2'E FF-16.0' ❑ 0*6'W HC (n x FOUNDATION 65.000 441 0 cS COR. 2.7-1 FR. I�w� It CS 3' HOUSE lz� GATE SPK S 50.00j, X PIPEco FND 100!00.- 22.2- 11.3' Z1 41 I FR PIPE px FND 0 R/O HCU3E 50.00 clq DECK 10' $ 50.00 U/G MIN. LOT 54 $ 01 CMF PROPANE (0 TANK S EL 13.8 SET DWELLING W------------- W S $------------ CONC. K WATE METER k REBAR 0.000 PUBLIC WATER 9 w L 14.7' —L—,l W SEWER MA/N a 046`10 - W W S WATEI:�! EDGE OW S OF PAVEMENT 50.00, LINNET STREEl" EL 13.4' S W W S SEL 13.5' PUBLIC WATER IN STREET W KEY (APPROX. CATION) W REBAR RAIN RUNOFF CONTAINMENT. WATER MAIN = WELL HOUSE 977 Sq. Ft. 977 x a 17 x I = 166 Cu.Ft- A = STAKE '-LOT 60 DRI VEW4 Y 500 sq.ft. DWELLING LOT 59 = TEST HOLE 500 x 0.17 x 1 = 85 Cu.Ft. PUBLIC WATER DWELLING = PIPE 166 Cu.Ft. PUBLIC WATER DWEL-ING 85 Cu.Ft. WATER 0 = MONUMENT 23T Cu.Ft. PUBLIC = WETLAND FLAG 251 CU.FT 22.3 = 11.26 W ALL DWELLINGS WITHIN 150' ON PUBLIC WATER ELEVATIONS REFERENCED To NAVID 88 C = UTILITY POLE = WATER MANHOLE SO = SEWER MANHOLE SE TBA CK DA TA CERTIFIED TO: SCTM # SETBACK c)F Nc;" -3�8 = TAX MAP LOT f 1000-48-2-33.1 27.7' F BRYAN NICHOLSON 1000-48-2-34 25OLD REPUBLIC TITLE CO. —w— = WATER MAIN 1000-48-2-36.1 18.5 —s— = SEWER MAIN 1000-48-2-37 20' 1000-48-2-38 25.5' 72- ,LOT FILED MAP LOT 1 1000-48-2-41 21.4 1000-48-2-39 23.0' AVG, NO SURFACE WATERS/WETLANDS WITHIN 300 FT LOT NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK" nLED IN THE sumoLK COUNTY CLERK'S omCE ON N. . . LIC, NO. 49618 DECEMBER 1, 1909 AS FILE NO. 369. PECONIC SURVEYORS, P.C. ANY AL TERA 770M OR ADDITION TO THIS SURVEY IS A VIOLA 77ON OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. AREA= 5,632 SO FT. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF P.O. BOX 909 ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUMOLD, N.Y 11971 18-181 L NIC11OL50N RE51DENCE PROPOSED NEW HOUSE � z v LLJ - z APPROX. RIDGE HEIGHT — on VACANT LAND z LLJ 'DO NOT PROCEED WITH C) (n D n o � om FRANINO UNTIL SURVEY — -- OF F=OUNDATION LOCATION APPROVED AS NOTED P".a RELEN APPROVED. I DATE: B.P.# 11190 ---- ------__ --_- -- FEE: 3 D COMPLY WITH ALL CODE OF BY: NEW YORK STATE & T0V,N ---- ---- NOTIFY BUILDING DEPARTMENT ODES AM PEOFOR THE 4 PM AS REQUIRED AND r- >>N iIT1 NS OF FOLLOWING INSPECTIONS: -- —_ - - - FL CLNG./ROOF PLATES --- --- --- - - - - - — I. FOUNDAFOR TION - TWO REQUIRED � "4 SECOND w - -- —_ POURED CONCRETEAE -ri$4ARD - - - - - _. 2. ROUGH - FRAMING & PLUMBING J11L-1�LI,�-u _LJl�1 JJ1 ESI o° 4. FINAL - CONSTRUCTION MUST _f- 1UL IA�_LEILI� �]]�� I I III �I I III n I ] BE COMPLETE FOR C.O. 4 ALL CONSTRUCTION SHALL MEET THE 11_1-ll1]] 1_��� REQUIREMENTS OF THE CODES OF NEW - ° -11[--�L-L L1-L-JJ-� 1L Lim L YORK STATE. NOT RESPONSIBLE FOR -- o UI DESIGN OR CONSTRUCTION ERRORS. W2 —11j�1 �L�JLILILMLL WSLIULAiu L O Y LL Y O — -- ---------- N _IL _ll_111J I I �I III LI_ I I I I_I I I DRAINAGE ll�s�,b CT+r�ni~g.A�l~ i��c�Ut �Eb ! Contact TOS Enginoerir�r at Y665-'1560 SECOND FLOOR - �11�1�]_I_LLL]_�L1J_ �L�]_u I ��1 �� ]L N Backfill,OR Provide Engir efir� Certifs. �"��t �� II1LLL�E- III I I � 1 _ FIRSTFL. CEILING � 11-11M ILLU ang � o o OCCUPANCY OR o __ _ _ WINDOWS JJ!_111_LLI�.�_1-l� �I� � USE IS UNLAWFUL m J WG At 3 I x:11 exterior lighting LtL_� ]�� �� WITHOUT CERTIFICATE _I LUL-L11�_I -u L L_ L�I_ I I �I III �I III III I LI III LI_ I I �I LI_ installed,replaced or _ !j o J�J ;1_I�LL LL1L1 OF OCCUPANCY repaired shall conform 11L D2 I - - _ILL Lill _1LUILLI_I�i �I U I �� I I III I I_ I LI_ I �I_ I I IIIIII I I; to Chapter 172 -_ w I .LULJLLL[LLL .LE w' la-L— L W' SLI_ I I iI_ I I III LII IIIIII l I_ I SLIiLLLLLof the Town Code 1l-L1_lJ__J__I1_lL�l �E!lel l_l;l�l�l_L1.11_UL11_I� �I_ I I I LI_ I I I__ ELECTRICAL s - FIRST FLOOR 1 111 -LU Ll 11111LI-�!_JJ_ L[[— J U�I I t I SLI III I I III �I III I I III �I III I I III � I I I � I I I LI III '�SpECT60�1 RE��1RE� W _J_1J-1�1-1��_U11f�11_JJ�I��Ill-1�1�11.1LII � , cn VIII T11USS PLACARD!&a REQUIRE D GRADE 0 Z Blower door must provide Manuals >1 w PROPOSED f=RONT ELEVATION and duetworic D, r and S as per z , testing required. NYS Energy Code SCALE: 4 = I -0 PROPOSED LEFT SIDE ELEVATION D Ape SCALE: -= I '-0" ----- — - - a`I M. PLUMBER CERTIFICATION ; ON LEAD CONTENT BEFORE °""• O '� 1-% CERTIFICATE OF OCCUPANC SOLDER USED IN WATER Y ' ! 03 SUPPLY SYSTEM CANNOT F O F N E� EXCEED 2/10 OF 1 LEAD. El 'PLUMBING - FtE5c9-Ilei 1C Software Version 4,E.3ALL-PLUME;JG WiISTE U Copl• _ _ 'A.WATER LINES NEED 11t'lE' ICS' If1iC ' TuG. >~FQRcoV �ll�G 0 0 - -- — A-, W — --- Project Nicholson Residence Q Of 0 Q -- - LUa En8rgyCo4e: 2415 TFCC �--a L -- Lrscafirta: Greenport, New York @) Constrr,_tion'Type: single-family Q� �o --- Prgrect I Y'pe; flew Construction Bldg.faces 45 deg.from North J I I I VII 11 CorAM ned Flo6r Arta.- 1.740 R2 V o a 1LJ-U�IL�-L-LL 1_Ll_L1 G1a�;��g:�rea g5�6 � a — __ ILLS Clirnai,eza�ne, 4 (5572 HDD) JLLLI1L-LI LLLL II II �1�1LIIL�l- II I V I I L ae , i=r�ri���r a+ O N LE W3 _LUJ W3 L IJ I L L II L LLW7 A35I W7 A35I II�J Constr..actionSite: Owner/Agent: Design er,+Contractor_ Z D i_ jiul-I Gre+-n�ono NYih+aryerbesign Crarssultingr Inc. South4lal,Ai'Y" 'J 1L1I_ 111IJ�111L�1 I �I I III �I_ I I III I I_ I I�I_I IL�.1L1L1_llLI.0 I�LJiJ I W2 I I I � � II LI I IIJ11I W2 r�, y :y LI II II �� _J�JIJJJLI J U11L11__IlLI_ I L I I II_ I I ILL11L11JJ SLI i I I III I I I I I i I I �I i t CorroErnve. 9,0%SetterThanCode ARarr rt LaA: 208 YeurUk 262 Maximum, SHOO-, a.t0 h"aurskoc: a 7 the 4: or 9Rarse Ta7an Cer.Pr 4t>e�ex rtr?es,Cs howa wr tete Fn�:t Ps bar ,e to cachred cps rave trace-nff rten. LJE-_U I I I I III �I_ L -1 -L-111H SLI_ V I I III I�l I_I LI_ �I III LI III SLI :� ,,ran t to Y afca d==a rra r h . I I I ISI V I I III ' III II_ i l l J L�(J1-I I I I I_ I I LI_LL -1�1 � 1_ii_J L_ 1 lJ ��I I �� i I III 11 LI 1 LI 11 - IJ � lope Assemblies ! I.11LJJ_ J_IJ__I-�! I ,. I, III �r ��-� 2- EEO __ I-LIL—I I� �.J---+_LJ_ �� 1 a0"R�- i mr �Y . ii`. � ` '��f•':h�. u�,� �t - - — AIZ35I WgIll 6re5 [ A35 1 A35 1 I I I I ' r. t W.s�w.e.,,.�.,.K ..�,:�;:•�;�•, -L L ]� L t Flxsr1:Allitlondjoistafuss:fluerUnconditionedSpace 870 30.0 10.0 0.033 29 Uf � 1� LJ L LI—I -- _� LJ W;1d Wood Fra¢�s ,l "a.c. 2,122 18.3 d3.6 10.091 109' o� m ! Qrreri�ation:tUnspecified1_11J-1_�lJ�� l�J1L_�1LI r` - Wir-dcv 1:Vinv!4`7,em lass Framhh e.Doar-le Pane wLow-E 27S Q.300 83 W 1 � sFiec:::0.28 I 0 iertation:Unspecified � l—LE_L111E111�L�1��1L�'�l-��1L�1U��!1�L�I1�� I ISI ISI 111 f_l� W W Iefl� IL LhLLLtL !I I 1 J l i- LLQ- w —U—LI L_L� �L I I D I 0,`fertation:Unspecified W 0 III SLI I I LI I I SLI_ V I I I III L1_ 1111_ J 1LL I 11_1 - 111�J-� I_ I I DS 1GC:OGl�ss 44 0.310I2 � III I��] LIll1.��II11 ����II IIIIII Cr:iertation_Unspecified C) z �1� LU—aJJ�1 1Lii-�1 IJ—LlJ LLQ I�I��L]]_J J-1 LCei;ina 1.FlatCearingorScicserTruss 870 49.0 0-0 0-0276 23 >— 75 o Cc+mpharree S'taterrrent- The prDposed building design described here is consistent with the tau"sld t•ag plans,spercilcatiGns,and other, z � cafculations submi zed with tete permit appI cation.The proMed build4q has been designed to meet the 2015 1ECC requirements in Q P.EScheck Version 4.6.3 and to carnp!y with tate mandatory requirements listed in tire REScheck inspection Checklist. z PROPOSED REAR ELEVATION ame aiee s:gnature Date SCALE: 4" = I ,-o,, - - - PROP05ED RIGHT SIDE ELEVATION SCALE: 4" = I '-0° Project Title:NicFaolsoarR Residerace — Report date: 01/10119 Data flenarne:CAUsers\AAbsolute#211 ocur•raents9RE5thgckYnichalsonlirrett.rck Page 1 of 9 PAGE: UNAUTh'ORl-ED ALTERATION 09 ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A l/IOLATION OFSEC. 7205 OF THE N.Y.S. EDUCATION LAW I I'S9'-0.. • STOOP TO O GRADE u p m2 P-10" 2 1 10" 5'_4" 3'_3' LL Q N Z FWG8061 I TW2G52 TW2G52 GRFss TW304G TW304G SECOND FLOOR LEGEND NOTES: L NEW CONSTRUCTION 9 U Q 21'-2" M C) (!) C) n 10'_5" 10'_5" mum " u 2 X 4 STUD FRAME EXTERIOR WALLS, ENTRY �" TJI 560 SERIES R-1 5 INSULATION, 56" PLYWOOD ° F.J. @ 16" O.C. 7o o I, SHEATHING ON EXTERIOR, HOUSE WRAP, 2" m CEILING JOISTS AS PER m II ROOF TRUSS MANUFACTURE',' FOAM BOARD PANELS VINYL SIDING; GREATROOM GYPSUM BOARD ON INTERIOR SIDE BEDROOM BEDROOM N '60 5o.r7. 148 sa I=r 2"X 4" INTERIOR STUD PARTITION, 1z'a%IENT cnr m 3.9%133%LIGGH r w/ I LAYER L' GYPSUM BOARD ON EACH z o - _ SIDE; USE MOI5TUKE/MOLD RESISTANT PROVIDE BRIDGING = THROUGHOUT ENTIRE BOARD IN BATHS $ USE CEMENT BOARD ON - FLOOR SYSTEM, 8'-0" O.C.; ALL SURFACES TO RECEIVE TILE 4"T$G PLYWOOD SHEATHING MAINTAIN 8'-0" CEILING HEIGHT THRU OUT ABOVE, GLUED * SCREWED. ALL AREAS. N DOUBLE JOISTS UNDER N ALL PARTITIONS RUNNING N PROVIDE 2- 2x8" HEADERS ABOVE ALL PARALLEL (TYP. ALL AREAS) WINDOWS UNLESS OTHERWISE NOTED; asp.D. 0-8" HEADER HEIGHT FOR ALL WINDOWS 2GG8 EXCEPT ON FRONT WALL AS SHOWN. N N \ PAIR 266 FAIR EATING �\ 2668 2668 o v o o CLOSET CLOSET N 21'-10" N N IUU �o \ 7.1 3.4" s" a'-o" secTl N x I I8" TJI 5GO SERIES o ECTITION z O SECTION SECTION � BRING FILL UP AS REQUIRED A F.J. @ 16 O.C. 0 N � POURED CONCRETE ENTRY TO LEVEL GRADE UNDER NEW KITCHEN A A o'-5" STOOP PORCH; COMPACT ACCORDIN LY N a s° BATH a N O BEFORE POURING SLAB ° CEILING o O o < 2428 O FROV. EPDXIED #4 STEEL REB R FIRST FLOOR LEGEND NOTES: m 6 O O = 3 1 ° VERT. @ 12" O.C. INTO FOUNDATION IN5L I_ ED 2x6 PL MBING WALL r DO N O ® m WALL$ FOOTING ABUTTING. PICAL NEW CONSTRUCTION o N BOTH SIDES OF STOOP WALL UNEXCAVATED DOWN 3'_G, 5e0 2° w IJ °® ° POURED CONCRETE 2"X 4" STUD FRAME EXTEKIO WALL , INYL P 2'-G" Y 44_�- -- T STAIRS 5i PL 68 ENTRY I R-1 5 INSULATION, £, YWOO c e LL26 f p MARBLE CA GG"KN E W LL, SHEATHING ON EXTERIOR, HOUSE W P, 2" �' CLOSET VIN P d' NUMBER OF TRED5 TO FOAM BOARD PANELS $ VINYL.SIDING; BATH a TEMPERED G S z t" BE VERIFIED IN FIELD BASED I BATH N 3'-3' 1206 n BATH SHOWERSURROUN a 0'-3° 0'-3° z GYPSUM BOARD ON INTERI R SID T L ALL W ON EXISTING GRADE 246 m ?� F F R OF n TIL WAL ' WER F ORO 2"X 4" INTERIOR STUD PARTITION, 5'_4, 8.2 H w PROVIDE BEAM POCKET IN 4'-4" FOUNDATION WALL; SIZE wnLL w/ I LAYER 2" GYPSUM BOAR ON EACH w •G o 11 2468 c.o. 2468 aSD. AS REQUIRED *TAR ALL SECTION 6S.D. ' SIDE; USE MOISTUREIMOLD E515T NT n SIDES (TYP. BOTH ENDS) BOARD IN BATHS t USE CEM NT BO RD ON c 7i m n N Q' ALL SURFACES TO RECEIVE TIE ° I g TJI 560 SERIES W F.J. @ I G" O.C. i CEILING JOISTS AS PER z ° 4"X 4" POSTS W/ 2"X 2" 0 2GG8 ROOF TRUSS MANUFACTURER I BALUSTERS � CAP RAIL; MAINTAIN 8'-0' CEILING HEIGHT 3417 BASEMENT USE COMPOSITE THROUGH ALL AREAS OF HOUSE; WINDOW(ALL) RAILING SYSTEM BEDROOM m MASTER BEDROOM 3068 PROVIDE 2- 2x 10 HEADERS ABOVE ALL Z Q 189 SQ r7. �- . WINDOWS UNLESS OTHERWISE NOTED; OF CLOSET so soar. 74%VENT 2x 10 F.J. Io.5%VENT o FIBERGLASS DRYWELL 7'-0" HEADER HEIGHT FOR ALL WINDOW 5.4%ucnr a a' @ 16" O.C. (\0 1 W/STEEL REINFORCING; PAIR - 22.4%ucnT - - PROVIDE 4" P.C. SLAB, - 1 IfO - PITCHED WITH DRAIN SQUARE FOOTAGE AREA5: ENTRY BIFOLDS PC�Lo' _ FIRST FLOOR LIVING SPACE: 870 Q 2 8 _ L COVERED ENTRY PORCH: 109 a SECOND FLOOR LIVING SPACE: 870 2068 T-9" � II 4" POURED CONCRETE - G� CLOSET SLAB ON COMPACTED FILL; III TOTAL FOOTPRINT: 979 ft. m 0" r-e' 7'-0" HEADER HE'GHT THESE WINDOWS R-30 INSULATION THRU �' EGR.ESs ' : I TOTAL LIVING SPACE: 1 740 c(.ft. 3"5TF-F DOM nv2Gs2 rwz6s2 rw28sz Tw2asz BASEMENT III ALL AREAS 2" DRYWALL OVER I oPO UNFINISHED, UNHA51TADLE ALL SECTIONS OF ENGINEERED rRotil rLo r To 7-5" LvFss 7-0" 7 s 8'-0" HEIGHT TO JOISTS LUMBER I 4'-2° 7'-4° G'-z" 4'-2° COVERED ENTRY PORCH 12 Z s"x4 PORCH FLOOR BOARDS $ 41-- E 4 U ZPORCH ROOF LIN rO �, secTloN BEADBOARD ON CEILING x A III 2- 14"X 7 4" LVL HEADER; c, a (� Ln DOWN WRAP w/ I x AZEK o I U m 3 1 8"5Q. ERMACAST COLUMN vv BASE DETAIL, TYP. ALL !! �D AR w Lu I T 0" 7-0° PORCH w �° F- CL_ Ec I N �� `� PO F� 4� a� II i / 2x 10 F.J. 5" 2 1 10 5" w ... @ I G' O.C. 5ECTI <5 a S plcIi SECOND FLOOD PLN ��; ' o N FIRST FLOOR PLAN o SCALE: 4" = I ,-o,, # - i ° o I SCALE: Q = 7 y ,.� 0 o X DAMP PROOF PERIMETER OF FOUNDATION WALL T�OF N�� a Q x'I (CONTINUOUS AROUND ALL AREAS) w c� Z N J F }_ n p 8" POURED CONCRETE z LII FOUNDATION WALL W/ WINDOW AND DOOR SCHEDULE P-4"X 8" d. FTG.; PROV. CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE 3 z" DIAMETER STRUCTURAL 2- #4 REBAR IN FOOTING FOUNDATION WALL LEGEND: SYMBOL MODEL NO. WINDOW TYPE STEEL COLUMN BURIED IN (TYPICAL ALL AREAS) OPENING AREA WIND AREA ZONE PRESSURE RATING QUANTITY SPECIAL NOTES OF 24"X 24"X 12" POURED 8" POURED CONCRETE W I TW2G52 TILT WASH 5.47 9.7 I O 4 18.2 -19.0 30/30 8 FIRST FLOOR EGRESS N CONCRETE FOOTING (TYP.) 8" DIAMETER ANCHOR BOLTS FOUNDATION WALL W/7" MIN. DEPTH @ 48" O.C. - - WITH 1'-4"X 8" FOOTING; W2 TW304G TILT WASH 5.70 1 0.3 1 20 5 17.4 -22.0 30/30 4 EGRESS d ° W/ MIN, 3"X3"x8" WASHER @ PLATE 8'-0" WALL HEIGHT W3 AN28 1 AWNING 1 .20 3.0 10 4 18.2 -15.0 35 /35 2 UTILITIES I W4 TW2432 TILT WASH 2.92 5.09 10 4 18.2 -19.0 30/30 '2 u I PROV. FIRE RATED - - 8" POURED CONCRETE PROVIDE 51MP50N FHD5 2x 10 F.J. DRYWALL ON CLG. I HOLDDOWN (TYP. 2) FOUNDATION WALL W5 TW2G4G TILT WASH 4.G9 5.31 10 4 1(5,2 -19.0 30/30 1 TEMPERED I/ @ 16" O.C. OVER UTILITY AREA ANCHORS AT ALL CORNERS - WITH I'-4"X 8" FOOTING; WG AN3 1 AWNING 1 .4 3.5 10 5 18.2 -24.0 35 /35 1 11J THROUGHOUT 3'-0" BELOW GRADE r Z - - __ W7 A351 AWNING I .G 4.9 10 5 18.2 -24.0 35 /35 4 s. BASEMENT NOTES: W8 AR35 1 AWNING I .G 3. 1 10 4 18.2 -19.0 35 /35 1 (� m 2"X 8" ACID LEDGER BOLTED • DOUBLE JOISTS UNDER ALL PARTITIONS DI FWG806 I I FRENCH WD. GLIDER 2 I .84 35.85 50 5 I G.3 -20.0 40140 I coo � TO HOUSE FRAME WITH 5" o C� O RUNNING PARALLEL D2 30G8 HINGED ENTRY LEDGERLOI'' SCREWS @ I G" O.C.; 2 THERMATRU; FRONT BASEMENT o • PROVIDE BRIDGING THROUGHOUT ENTIRE LLJ Q �_ HANG D.J. FROM LEDGER WITH o - `o 51MP5ON LU28 CONNECTOR FLOOR SYSTEM, 8'-0" o.c. ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED 3 CV 2- 2"X 10" ACQ GIRDER 4"T*G PLYWOOD SHEATHING ABOVE TO p WINDOWS $ DOORS TO BE WHITE EXTERIOR, WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. z - 6"X 6" POST ON 12" BE GLUED and SCREWED � o • 4" POURED CONCRETE SLAB ON COMPACT PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS 50NOTUDE W/ POURED U OUTLINE OF PORCH ABOVE; CONCRETE FOOTING FILL SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS, 2 OVER 2 - PERMANENT EXTERIOR, 3/4"WIDTH Q T) PROVIDE 4" POURED PROVIDE I"X 10" RIM BOARD • R-19 INSULATION WITHIN CEILING IN PAD UNDER STAIR STRINGERS - CONTINUOUSLY AROUND (TY X AL X I'-0 T BASEMENT z VERIFY LOCATION IN (TYPICAL ALL FOOTINGS) CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B -OIL, COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER 21'_10" PORcrI TABLE R 30 1 .2 (2) NEW YORK STATE BUILDING CODE. E TION FOU N DATI O N PL N WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 - #8 WOOD SCREWS AT I G"O/C, FASTENERS SCALE: 4" = I '-0" FOR SPANS UP TO 8'-0"SHALL BE 2 112"- #8 AT 12"O/C. TABLE 301 .2. 1 .2 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION K I GO9. 1 .4 FOR ALTERNATIVE OPENING PROTECTION. PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW NAILING SCt1EDUL1E GENERAL WIND PROTECTION CONNECTION NOTES APPROX. RIDGE HEIGHT Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 2015 WOOD FRAME CON5TR.UCTfON MANUAL 10-99 and 20 15 SBC High Wind Edition Wood Frame Construction ARCHITECTURAL ASPHALT z o� Fasteners and Connectors for Wood Frame Construction ROOFING WITH 1 5# FELT JOINT DE5CRIPTION fitACb QUALITY ` NAIL 51'ACING . 12 43- 10 r n� ... rc1rJ I RAiai�rc %, all floors, studs and SHIELD _ between foots oundattons w I A continuous load path betty ngs f s f s s WITH ICECD�PALYWOOD OVER-85" 1 RAFTER TO TOP PLATE TCEM€A'ED a-t�*wALL:3-8d PERPAFTE roof framing shall be provided. @ PERIMETERS VALLEYS o z ............................._. €O`C*',r'ALL:3-8d PER P.AFPEP 0) Q — z CEILING JOIST TO TOP PLATE ITOE NAILED 8`-O*V/ALL:3-861 PER JOIST 2 1a'-O'1AALL:4-8d PER JOIST '-he n 30G of IBC shall be used in accordance z •• Approved con ec ors, an hors and o Hing de t c ter aste vices not included in TRUSS ROOF FRAMING SYSTEM _ .. Standard B II In C Section n t u d ode ect o 5 g - w AND CEILING BYO HE CEiLrNG JOIST TO PARALLEL RF, ER FACE NAILED 5EE TA LE EACH LAP T RS. SEE SPECIFICATIONS w .-._._..............................................-...-_..__....-...- ...- _........._«. ........___.....-,..____ ._-.__---...--.-...__.._-_.._...._---_-___- ...-__......._.._.--_--__-_-._._-................-...-.._..-.._...._...___..__----.---.--.-.«__._...._.._-........_..,._. with manufacturers recommendations. CEILING-J-6,t, LAPS CiVER PAPiTITEONS FACE hIAILED SEE TABLE 3,7 EACH LAP AS PER MANUFACTURER DRAWINGS Q COLLAR TIE T{3RAFTER FACErlAtLED SEE TAB E3.a PER TIE 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 5LOCKING To RAFTER TOE rCAILED 2-ed EACH ENE) SIMPSON H7 CONNECTOR P,iV BOARD TO RAFTER END NAILED 2-1 Gd ..... EACH l "D weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. I xG FASCIA, P-0" VINYL R-49 INSULATION SECOND FL. CEILING _ :WALL FRAh41NG BEADED SOFFITS RAFTER/WALL PLATES TOP-PLATE-TO-T,01'PLATE FACE MALE 2-€Gd '_ PER FOOT 4. Where windows and doors Interrupt wood structural panel sheathing and . . .. .......... .. ..................-.- _. -..._... .._....__...._-_...._._ _..-.._..... TOPPLATES AT I€-ITER5ecTION,5 FACE NAILEa •a-t Ga sct"IT�-EACrr s'UE _ _ .,. .,_-._., ,.,.__. siding, framing anchors or connectors shall be provided at the top and bottom ,...... .. WINDOWS 5TUDTOSTUD - FACE NAILED 2-16d 24°o/C of cripple studs, header studs, and at least one stud at each side of opening. 2- 2"x 8" HEADER ABOVE S HEADER TO HEADER FACE NAILED 16d 16*C/C ALONG EDGES SECOND FLOOR WINDOWS, STUD PARTITIONS BATH _ ................_............_. _._._............._......._.............-_._.-_---_......_......_... .... TOP OR DOTTO€,,FLATS TO STUD...............END NAILED 2-1 Gd 'Eft,2X4 5TUD INTERIOR ............ ....... ...... .... ....... ...... .. i ere 3-1 Gd PEP,2X6 STUD 5 Ridge straps shall be attached to each pair Of Opposing rafters except where HEADER HEIGHTS AS SHOWN; MOISTURE RESISTANT collar ties of I xG or 2x4 lumber Is located In upper third Of attics ace and PROVIDE CS20 STRAPPING GYPSUM BOARD IN ALL 0 €6d PER 2X9 STr�D p HALL BATHROOM AREAS + 50TTON41 PLATE TO FLOOD JOI5T, attach to each pair of rafters. EA.NDJO15T,END J0I5T,OP.DLOMNG FACE NAILED 2-1 Cd PER FOOT G. Uplift connectors shall be- provided at each rafter bearing. ib _.. _ ....._- ,._._ .-...._... ..5_..,_. . ---_.,._,,. ,..,_.._.............._._„_. . __. ._..._....,....n..,,.__..- G PROVIDE SIMPSON CS I G 7. Floor to floor hold-downs to be provided every 48, and every I G” within 4' FLOOR TO FLOOR STRAPPING TILE FLOOR ON MUD TO HOUSE FRAME; HANG X 8" AC ...... - � - ID LEDGER ED FLOOR FRAMING PORCH JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-5d PER JOIST Of exterior corners. _._...... _..-,___.. .. .,_ __-.----_..---._ ._.___...._....._-____...-_.....,_,_....,,__ ................._..,,,,..,,...,,,,,..,_,..._ _.,.-...-_....--_--._-_...---_____. OVER 2" PLY. SUBFLOOR RAFTERS FROM LEDGER w/ BP.IDGrNG To JOIST TOE NAILED 2-8d EACH END 4 SECOND FLOOR SIMPSON LSU2G HANGER BLOCKING TO JOIST TOE NAILED 2-8d EACH END e h I Z"TJ I G" O.C.BLOCK[NG TO SILL OR TOP PLATE I TCE NAILED $-I Gd EACH HLOCK n 5/8° and 3" x 3" x - Sill ate to Foundation nchorage: I plate Shall be anchored t I 8 15G0 F J @R I I INSULATION FIRST FL. CEILING foundation with anchor bolts having a min. bolt diameter of -,� �4 LEDGEP.STRIPTCSEA.ht1 FACE NAILED - 3-16d EACHJ{)iST � N 2 I'-I I/2" ,10 9T ON LEDGERTO BEAPt9 TOE NAILED 3-8d PER.jot1/8 washers. A minimum of one anchor bolt shall be provided within G to 12 2- 2"x 10" HEADER ABOVE _ EXISTING FRONT OF x8 RR @ _. ....._.._.._--.__.__.-_..___._- __� _-_.________-._._...._._____.____..._ -� FASCIAS - BANDJOI5TTOJOI5T END NAILED s-16d PERJOtST inches Of each end of each plate. Anchor bolts shall have a minimum embedment ALL FIRST FLOOR WINDOWS; WINDOWS HOUSE STRUCTURE TO S SOFFIT _.,......__.__- _._.�....., «.,. . .. ___.. of 7 orches In concrete/ mason foundations. Anchor bolts shall be located REMAIN 2x4 CJ @ I " CONTINUOUS GROOVE VENT BAND 3C315T TOSCLLOP TOPP1}TE TOE NAILED 2-f 6d PER FOOT Y PROVIDE CS20 STRAPPING GYPSUM_. ... ......__............._....._. .. . .. ......_....._ ... .__..__ .. _ ._.. .. .........._..... .. .. ._.............. . _.. - WITHIN BEADBOARD EAD KOOF,5HEATH IING 2"x 4 I G" O C TYPICAL ALL AREAS ED CE 2 13i X 7 " LV — O within inches o corners and at spacing not exceeding Bet on center. B i ING " STUD FRAME @ �I 4 L HEADER; O � � � 4`PEpl1:"ETER EDGE ZOr€E- €C'OIC-CR AT PANEL EDGES ° WRAP wl I x AZEK U Z STRUCTURAL PANELS 8d AND AT trrrERtt!ED'ATE SUPPORTS€N THE PANEL FIELD R-15 INSULATION, 2 PLYWOOD o ro s- DESIGN LOAD CALCULATCON5 KITCHEN / GREAT ROOM - - cv H S EATHING ON EXTERIOP, HOUSE V/RAP, � i"It'Er',IOR zOPiE- €6"C,rC-C*AT PA€iEt EDGES ANO 12*AT z (f) �' p� Bd niTEPdv1EDIATEeIIPPORTStNrr.EPANELFIELD 2" FOAM BOARD INSULATION PANELS FOR ROOF SHEa.Tnt4aC u R €rr 4'-za*of Tr:E PERm,ETE€ EDGE of THE RooF,INCLUDING 4�-C'oN EACH SIDE OF THE€OOF PEAK,THE W-C"PERIMEfEK MINIMUM UN!FO:�'MLY D15TR.IDUTED LIVE LOADS(4.4) � SIDING AS SELECTED; 2" GYPSUM 0 8" SQ. PERMACAST COLUMN �, � °� O EDGE ZONE ATTACHMENT REQUrR.EF EDITS SHALL 5E L15EU. E OR BA CSN' S BOARD ON If 1TERIOR SIDE � _..__.._........_........._.......__-_._._____-........... -_.... tALL_..- _.. ..- ...............--._-.-....._-_._-..__.___......-- -- _ . ..._..._..___.._....._.._........_......_..........._.......... .._.... . EXT KI � L 2"X 6" AC 4" PLYWOOD SUBPLOOP, c7 CEILING SHEATHING. 5T{7�AGEO _FIRST FLOOR HOLDDOWNS STRAPPING DEGK,S Q SILL PLATE ATTIGS WITH OVER TERMITE SHIELD 2x 10 F.J, @ I G" O.C. R-30 INSULATION G`+'PSUh�r WALLEIOAP,D 5d COOLEPS 7*EDGE/ €O*FIELD •' ATTICS W?TH 5TOR.AGE 40 o PROV. H4 WALL SHEATHING P,OOM5(OTHERTHAN SLEEPING 40 O PROVIDE SER SILL�MPSON CS 0 " DRYWALL COVERING = m CONNECTOR ROOM5),... :.,. ., 2 z GRADE - - -- FLOOR HEIGHT STRUCTt RAL PANELS I € 1ga.Gain.Rctrg nail SLEEPING ROOMSALL AREAS OF ENGINEERED — €r2a 3"EDGE}6*FIELD W/ LPT4 CONNECTORS 3 5'' VL DROPPED GIRDER 2- 2 X I O ACQ GIRDER �.2 2k4.5*L.x.7;I C*head} LUMBER - 2 L I G" TE ..................... ... _ .--._..-..,.,,_,..,. _ - .... ........,,_........,...-_.,.... - BOLTED THRU POST Wl I tga.Gal.Koofina nail 2"X 8" ACQ LEDGER BOLTED x DJ @ 25/32° 3*EDGE!G"FIELD 51' 2 = CARRIAGE DIAMETER ANCROD, R GE BOLTS .€2 h..75�.x.3 e^r,�a BOLTS z ( d3 + 8 BASEMENT TO HOUSE FRAME WITH 5 F18ERBC?A.PS3 PANELS 17rIG` Cd 3$EDGEf IS'FIELD _... 1 UNFINISHE UN "LED LOK" SG I G" O TABLE R30 _............................. ...._..,.... ....,..,,,....,....,.,.....,-..........,.......,...,.....,,,...,.,,,_,.,..........................._,......,,. T = D/ HABITABLE , 2sr32° ad a^E>aCErG'11E D I i MIN 131 DEPT W� PLATE 3 2" DIAMETER L 48' O C GER REWS C. G^fP5Uiw4 4`fA.LLBOARC 5d COOLEFSS 7*EDGE/IO'F1ELI3 ALLOWAf31.E DEFLECTION OF STRUCTURAL MEMEBERS HEP @ STEEL COLUMN URIED IN N CT FOR I I W AMETER STRUCTURA HANG D J FROM LEDGER WITH NOTCH POSTS _.. ...--.. ._ ,-_ -___.-------_..._------.._.._----_.._-__-_-__-._-.-._...,_--__._.__._-__.-__........... _ SIMPSON LU28 CONNECTOR o GIRDER B LLQ 4'EDGE ZONE- €G*01C:C*AT PANEL EDGES AND 12'AT STRUCTURAL MEMBER ALLOWABLE DEFLECTION 24"X 24"X 12" POURED o HAPDBOARD ad lNTEW.1DIATESUPPORTS INTMEPANEL FIELD Rafters having slopes greater L1180 8" POURED CONCRETE / CONCRETE FOOTING X G" AC 12" SIMP50N ABU44 INTERIOR ZONE- I 6'01C-C*AT PANEL EDGE'S AND 12*AT G" Q POSTS ON than 3/I 2 with no fmiyhed ceiling FOUNDATION WALL W/ CONNECTOR(TYP) 8d ERMEDr TE SUPPORTS IN THE PANEL FIELD 8 d TUBE W/ POURED . :.....:.,.M-,:..:_,.__,;... ' attached to rafterF - FLt7C7l S�tEATHtft6 : NG CONCRETE FOOTING A'.. e Interior walls artitions H/l 80 I " PROV 1*OR k.E55 Sd G"EDGE/ 12*FrE D p (TYPICAL ALL AREA ) 20 X 20 X 12 d. STRUCTURAL PANELS- ___..___..... .............__............. _...._.....__--.__._...._........._.._......_............. #4 DEBAR IN FOOT Floors t plastered ceilings L(3 GO T 5 4 POURED CONCRETE FOOTING DEPTH (TYPICAL ALL FOOTINGS) LLI All ether structural memebers L1240 'NOTE: CONCRETE SHALL BE SLAB ON COMPACTED FILL z ` Plaiting re�urremerts are based on mall sheathing railed G inches O.C.at the Panel edge. 0 wail sheat zrrg is nailed 3+rches O.C,at the Fare1 edge to obtain E cterior walls with plaster or H,r3 GO PC = 3,500 PSI @ 28 DAYS higher shear caFacities,nailing recqurrerrerts-or structural members shari bs doub3ed,ora[ Stucco finish ,_..................... ...c ,,,, FOOTINGS SHALL BEAR ON PORCH SECTION * i",Then hall sheathing is cvrt�nucus trrer cornected members,the tabulated rumE�er of nails shall be Fermrtted to Ize reduced to 1-#Gd na�t per foot. Exterior walls-wind loads with L/240 UNDISTURBED SOIL WITHIN brittle finishes BEARING CAPACITY OF Exterior wally-wind loads with UI 20 1 .5 TONS PER SQUARE FOOT BUILDING SECTION II /� II SCALE: 4" = I ,-o,, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA fle,ible finishes A {aROL1PII3 5'i011J LOAD 2'J€bs SCALE: 4" = I ,-o,, BASIC WIND SPI=ED 130 rnph Exposure Coe Ory 5 5E15!VIIC DESIGI.I CATEGOFY B WEA7HER2 NG 5EVER'.E FROST LINE DEPT1'i 3,-Os" UPPER SHEARWALL i EPMETE MODERATE TO 1�EAVY BOLTS CHORD ICE PARRiEK RE,QU;Rf� YES CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CORNER BRACKET BOLTS ANCHOR 6mm BENT STEEL PLATE ONE OR TWO SIDES ANCHOR BOLT a 4"0 ROOF VENT NOTCHED RAFTER I I THREADED ROD WALL TO FOUNDATION !�1 O ROOF FL JRAFTER U RIDGE RIDGE DOUBLE PLATE U F"�I w H 4 ANCHOR Q U n CORNER BRACKET CORNER HOLD-DOWN DETAIL o BOLTS N.T.S. ,� w a. W LOWER SHEARWALL METAL HOLD- ,� J Q DOWN STRAP U a SHEARWALL TO SHEARWALL O TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING 38-16d SINKER o SHEARWALL HOLD-DOWN DETAILS NAILS AS PER .-� — -!— /-3-2"X4"WD STUD N.T.S. MANUFACTURER �o @CORNER TYP. BATH 3 !-- BATH 4 .' PORrioN 2"X4"SILL �U„1 a a PLATE l ,� TI I/2 YI 1/2 �I 1/11 �l 1/4 1 I/2 �I I/2 RIM JOISTTYP. F+1 zN I 010 1 o RAFTER PROVIDE 1/2"BETWEEN THE END STUD afMxµ DBL.SILL PLATE _ AND THE 2 OTHER STUDS MSM"M Z `P ANCHOR BOLT (1)#4 REBAR IN a SHOWER RAFTER FOR ALLOWING HOLDDOWN INSTALLATION CONNECT CORNER STUD SHEAR CONE-MIN. TOP PLATE TO TRANSFER SHEAR 12"LENGTH FASTEN WITH(2)16d TOP PLATE , 30""MIN. FOUNDATION —� COMMON NAILS @ 6"O.C. REBAR LENGTH WALL TYP. 3 I 1/4 I 1/4 3 WALL STUD 1/2"MIN. C.O,� WALL STUD SIDEWALL ENDWALL FROM CORNER 4 4 TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR KITCHEN BATH I BATH 2 _ -- _ 2ND.FLOOR WALL STUD KING STUDS � � i W M z _ --1----�-- 3., — �11/a F.A.I. 111/4 11/4 �1 1/2 1 114 T1 1/2 4 2ND.FLOOR PLATE CRIPPLE STUD at � m SUBFLOOR LAV LAV I WOOD JOIST D W SINK I WOOD JOIST RIM BOARD HEADER { - BLOCKING SHOWER JOIST HANGER 1 ST.FLOOR TOP PLATES JACK STUDS GIRDER/HEADER •'yr 0374�y .�® LU a C.o.IL_ 2 1 1/4 3 1 1/4 3 WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD OF z a TO SUFFOLK COUNTY DEPT.OF HEALTH TYPICAL HEADER CONNECTION ° z SERVICES APPROVED JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER Q 4"C.1. SEWER LINE. HOUSE TRAP TYPICAL MULTI-STORY CONNECTIONS z 1ST.FLOOR WALL STUD BASEMENT 1 ST.FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE SLOPE" 1/4" PER FOOT PITCH TO BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES DRAIN DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL FOUNDATION WALL PLUMBING RISEN DIAGRAM NOT TO SCALE DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST,FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.S. EDUCATION LAW 3