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HomeMy WebLinkAbout41695-Z rra�- o�Og11FFOt�C®G Town of Southold 5/13/2019 P.O.Box 1179 a o + 53095 Main Rd y� o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40377 Date: 5/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Harper Rd W, Southold SCTM#: 473889 Sec/Block/Lot: 63.-7-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2017 pursuant to which Building Permit No. 41695 dated 6/2/2017 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 FRONT COVERED PORCH, REAR DECK, REAR COVERED PORCH, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Bertani,John&Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0062 05-09-2019 ELECTRICAL CERTIFICATE NO. 41695 01-11-2019 PLUMBERS CERTIFICATION DATED 10-02-2018 Torge Be Jr Signature FFot,r TOWN OF SOUTHOLD BUILDING DEPARTMENT o - 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#: 41695 Date: 6/2/2017 Permission is hereby granted to: Bertani, John & Linda 1380 Oakwood Dr Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 300 Harper Rd W, Southold SCTM # 473889 Sec/Block/Lot# 63.-7-11 Pursuant to application dated 5/10/2017 and approved by the Building Inspector. To expire on 12/2/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,600.40 CO -NEW DWELLING $50.00 Total: $2,650.40 Buildin for TOWN OF SOUTHOLD BUILDING DEPARTMENT y� 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#: 41189 Date: 11/23/2016 Permission is hereby granted to: Dinoia Muriel A Fmly Trt 26 Baylis PI Lynbrook, NY 11563 To: 200a overhead electric service. At premises located at: 300 Harper Rd W, Southold SCTM # 473889 Sec/Block/Lot# 61-7-11 Pursuant to application dated 11/23/2016 and approved by the Building Inspector. To expire on 5/25/20.18. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector oFso�ryo� BUILDING DEPARTMENT lrs TOWN OF SOUTHOLD • Town Hall Annex•54375 Main Road•P.O.Box 1179•Southold,NY 11971-0959 co Telephone(631)765-1802•Fax(631)76 -9502 Date DfJ Z� 20 Number of Meters Temporary Certificate Size Phase C a Z Overhead)* Underground ❑ New Service ChangeCooff Servicne� ❑ Reconnect Existing Service ❑ Location Issued to �4,f _ Installed by C� L'c�"� Lic.# --D I Reference Application for electrical service equipment is on file with the Town of Southold.On applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This ve.# at' n is valid or.9- "ay'�rom`tt e above date. t _ Authorized by O��OF SO(/T�,ol � o Town Hall Annex 1sL J Telephone(631)765-1802 54375 Main Road N (631)76595� P.O.Box 1179 G, Q roger.richertfa7town.saut�lo .ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: s S L 9 ^ Name: G Vft2t(Z.t License No.: S'? ��- Address: , O, SoK a Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: *Address: ..... moo ... A(1PE2 RZAID -- *Cross Street: A.LIB• *Phone No.- /J-9 Y Permit No.: _ y �1:9 Tax-Map District: 1000 Section:- _ — Block: '7 Lot: � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: ES NO. Rough In Final *Do.you need a Temp Certificate: ES NO Temp Information-(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 6eW Service: Re-connect Underground Number of Meters ) Change of Service Overhead kdditional Information: PAYMENT DUE WITH APPLICATION .82=Request for inspection Form Co S � � t � � ° �-- • God 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. �> !�- t'7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3.0-0 A64AV E72 aq Cl (J l gc &—u 7�q-a House No. Street Hamlet Owner or Owners of Property:� ��(,iw d i9 Ba72f—oq x1l Suffolk County Tax Map No 1000, Section 6 Block ® 7 Lot Lr Subdivision r r Filed Map. Lot: C41Permit No. C (V I �) Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ X50 Applicant Signature OF SOU��®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q roper.rich ert(a7town.southoId.ny.us Southold,NY 11971-0959 'Q COMM BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John & Linda Bertani Address: 300 Harper Road West city;Southold st: New York zip: 11971 Building Permit#: 41695 Section: 63 Block. 7 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 55 Ceiling Fixtures 31 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 14 Wall Fixtures 14 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 5 Recessed Fixtures 39 CO Detectors Sub Panel 60A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesff7]6 Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- Paddle Fans, 5- Bath Fans, Gas Cook Top, 40A Wall Oven, Range Hood, Chandelier Lift, 200A Transfer Switch, 11- ARC Fault Circuit Breakers. Notes: Inspector Signature: yv Date: January 11, 2019 0-Cert Electrical Compliance Form.xls eA Town Hall,53095 Main Road � ® Pax(631)765-9502 P.Q.Boa 1179 014 - �� Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING DEPARTMENT DTOWN OF SOXYMOLD ` ! JAN — 3 2019 UD C +RTUICAT IOISI U D ' ;•� TOWN I OF SOMUG.D Date: 0 2" $1dldillg Permit No. Owner: �4n�-a, ahn (please print) Plumber: lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumb e) Sworn to before axle this � day of 20� Notary Public, 4ounty �&,st�oofN�Y - No.01BE9 SOplyo N O OOUMV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [--4 FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 7MARKS: vo;ttl ov an/ r-dy" 1-Tw?i � ,D (X. D Oftp fir ' DATE INSPECTOR �pE SOUly h�� Olo N o utoml ccs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] F UNDATION 2ND [ ] INSULATION [ RAMING 0 STRAPPING [ ] FINAL -- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETR ON [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: r ' DATE � �� INSPECTOR qU4 �1 t(� �o��pE SOUj�,olo N • o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1 ST [ ] ROUGH PLSG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: Ov- DATEINSPECTORAvL 6 �pE eloo SOpI�, �o� Olo cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. : 765-1802 INSPEC 1-ON [ ] FOUNDATION 1ST [ ROUGH PLBG. A/P [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ RE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRIC ( [ ] ELECTRICAL (FINAL) EMARKS: A `Q IV/ Vic O4 4 V p(e/%o4__ 01�G o ve w Ivy t DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: Wl -P/l. o 'min ov✓ �V r • fwv►r� �w doh fig T fivl ori A% v on 1 J DATE INSPECTOR a0F SObTy # TOWN OF SOUTHOLD BUILDING DEPT. y'coU765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lwkoo,% S DATE Y INSPECTOR b S, souTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ANSPECTOR�� LIQ to�t,� �o��pF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [%4"OOFINALN� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOTION [ ] CAULKING EMARKS: op 0 If�71 v�o" CICS C Q Z-11? DATE INSPECTORKOM, AUG 1 7 202 N W Y -, ` . �, ,UAL , 1, . Rb 00 J--, � Affidavit of 2015 IECC Compliance Date: 2/10/2021 Inspection Address: 5250 Vanston Road Carriage House, Cutchogue NY This is to certify that on 02/05/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1064 Blower Door Test 57 Conditioned Volume: 13467 Leakage in ACH50: 2.93 402.4.1.2 2015 IECC Compliance IPASS y 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum sy as/been tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25r)a ner 100 Ft2 of conditioned floor area. System 1:exempt Leakage CFM@25: Supply R-value: Exempt I Return R-value System 2: Leakage CFM@25: Supply R-value: I Return R-value System 3: Leakage CFM@25: Supply R-value: I Return R-value Total Combined Leakage: lWithinenvelope CFM@25 I Leakage Limit: 142.5 CFM@25 **** EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: IPASS Mechanical Ventilation: As Tested: I ERV I Required: I M1507 Compliance IPASS Combustion Safety Testing: INotapplicable I See Attached Report Insulation and Thermal Bypass: Not inspected Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 '�� Provider ID#1998-072 om Baccai•ella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspertors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1, Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com u WE W Y `U I L D �'` 3'- � _ � -mow, ii {�'�yy �� se er, I N "�;:J TEC9N 6^L06Y 1,15 R 0 V P, Affidavit of 2015 IECC Compliance Date: 2/10/2021 Inspection Address: 5250 Vanston Road Carriage House, Cutchogue NY This is to certify that on 02/05/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1064 Blower Door Test 657 Conditioned Volume: 13467 Leakage in ACH50: 12.93 402.4.1.2 2015 IECC Compliance I PASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum system has been tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25oa per 100 Ft2 of conditioned floor area. System 1:exempt Leakage CFM@25: Supply R-value: Exempt Return R-value System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: lWithinenvelope CFM@25 I Leakage Limit: 142.5 CFM@25 **** EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: PASS Mechanical Ventilation: As Tested: I ERV I Required: M1507 Compliance PASS Combustion Safety Testing: INotapplicable I See Attached Report Insulation and Thermal Bypass: Not inspected Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#1998-072 om Baccarella Certification#3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any'entity responsible for the construction or management of any project inspected by this agency I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities 159 Route 25A, Bldg. 1,Suite B Miller Piace, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com G9 D Duct Leakage Test Results FEB ° 2019 In compliance with American Duct Te-� UTIaGIL standards Report Number: 2019-02-13 Test technician: Dave k Test Company: DJK Heating and Cooling Duct system installer: djk hvac Duct system manufacturer: custom Customer: John Bertaini Building Address: 300 Harper road Southold,suffolk new York us 11971 Building lot: Unique Property ID Number: Duct Tightness in all Data Sets Passed: PASS Parameters used in all Duct Data Sets: Compliant Total Duct Leakage at 25 Pa 43.865 CFM Duct Leakage/Conditioned Floor Area 0.0265 CFM/sq ft 2.65 CFM/100 sq ft 26.5 CFM/1,000 sq ft Achieved CFM per 100 sq ft 2.7 Allowed CFM per 100 sq ft 4 Allowed CFM per sq ft 0.04 Duct Leakage Test Data Pressurize set Duct Tightness Passed: Yes Pressurize Test Complies with induced pressure variability and test length requirements: Yes Temperature around Ducts, [°F]: 68 Barometric Pressure, [kPa]: 101.3 from: Direct measurement Test Analysis Average Measured Pressure, [Pa] 26.0 Achieved Flow at 26.0 Pa, [CFM] 44.887 Flow at 25 Pa, [CFM] 43.84 Airtightness at 25 Pa, [CFM/100sgft] 2.7 Allowed CFM per 100 sq ft 4 Allowed CFM per sq ft 0.04 Measured Pressure [Pa] 26.0 #1, Fan Pressure [Pa] 39.0 Range 74 Flow [CFM] 44.91 Achieved Flow [CFM] 44.9131 Corrected Flow [CFM] 44.887 t Test Equipment The following test equipment was used in the performance of the air leakage tests. Gauge Fan,, Fan serial - _ -Fan-location Gauge w Gauge Calibration serial , #1 Retrotec 340 31f002150 Southold DM32 407749 Fan Calibration Certificate Retrotec 340: Retrotec 340 W002150 Fan last calibrated: (Flow Equation Parameters -131). Published Flow Equation Parameters, Round B1 CFM Range n K K1 K2 K3 K4 MF Open 0.501 28.91 0 0.4 0 1 20 102 0.59 10.7 0 0.4 0 1 100 74 0.5045 7.077 0 0.25 0 1 15 47 0.5 3.241 0 0.1 0 1 10 29 0.502 1.19 0 0.2 0 1 20 18 0.499 0.457 0 0.25 0 1 25 11 0.48 0.208 0 0.25 0 1 25 7 0.5 0.0718 0 0.11 0 1 25 OpenD 0.501 29.78 0 0.4 0 1 20 Fan Pressure (FP) is the measured fan pressure when using a self-referenced fan or when Room Pressure 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 Flow calculations are not valid if Fan Pressure is less than either MF or(K2 x I CR ). Flow in CFM using the above coefficients is calculated as follows for standard Ranges: r * Building Details Conditioned Floor Area, [sq ft] 1,654 While FanTestic software may calculate air leakage results based on user input, use of this software does not in any way guarantee these results. Envelope Leakage Test Testing Company: Technician: Name: Gordon Grant Name: Gordon Grant Address: 9 Oak Ledge La Credentials: RESNET ID#3523544 East Hampton , NY 11937 Email: gmgrant@gmail.com Phone: 631-324-0858 Building Information: Customer Information: Project ID: 300 Harper Road West Name: John Bertani Address: 300 Harper Road West Address: 300 Harper Road West Southold, NY 11971 Southold, NY 11971 Geo-Tag Data: Latitude: Phone: 516-383-0160 Longitude: Timestamp: Test Results: Measured Leakage: 1.81 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Env. Leakage 020819 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 923.4 (+/-2.3%) Effective Leakage Area: 44.6 int Building Volume: 30,667.0 f- Enclosure Surface Area: 0.0 ft2 Flow Coefficient(C): 59.5 (+/- 17.3°/x) Exponent(n): 0.701 (+/-0.048) Correlation Coefficient: 0.99770 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 45 OF Post Outdoor Temp: 45 OF Altitude: 40.0 ft Time Average Period: 10 seconds Test Date and Time: 2019-02-08 13:13:18 2000 �, i f o Depressurize — 4 � 3 800 _ M_ _ �!_v`�Y _ R - P i r •✓_� #_ �; 600_cts d 500- -Q)J 400--- 300--- M 00._300T M _ _ t - 200 .�_ �_.�y.._.__.l,..v.....�.,-..._._...�.�__��. ..�..�.. 100 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test (Page 2) Test Readings: Target(Pa) Blda (Pa) Adj Bldg-(R- Fan (Pa), Flow(cfm) Confia Baseline -1.6 -60.0 -61.8 -60.2 -36.1 1,092.0 Ring A -54.0 -55.5 -53.9 -32.5 1,037.4 Ring A -48.0 -50.4 -48.8 -26.7 942.8 Ring A -42.0 -44.8 -43.2 -212.6 863.5 Ring B -36.0 -37.8 -36.2 -162.7 756.3 Ring B -30.0 -30.5 -28.9 -132.1 682.1 Ring B -24.0- -26.2 -24.6 -98.1 588.6 Ring B -18.0 -21.3 -19.7 -69.3 495.4 Ring B Baseline -1.6 Test Equipment: Flow Device: Model 3 Fan Serial#: 30620 Pressure Gauge: DG700 Serial#: 34580 Calibration Date: 2018-03-09 Deviations from Standard: • None Comments: Gordon Grant, HERS Rater, RTIN# 3523544 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 December 20, 2018 aLMr. Michael Verity o FORD Principal Building Inspector Southold Town Building Department JAN - 3 2019 54375 Main Road Southold, New York 11971 BUILD ZJC ,b Re : 300 Harper Road in Southold TOWN OF SOOLD Dear Mr. Verity : I reviewed certificate provided by Quadrant for the new insulation installed at 300 Harper Road in Southold and found it to be in accordance with the approved plans. If you have any questions, please call me at 298-1986. Yours truly, v ' aye of on, P. E. •', �;� ,. . 051654 03 , ,mss- INS,- L �I" OCERTI-fl1,CAT _D D �tttF� rn� t1r�tfteat'i �iea1 =. dcap 1:51r 1 .50 N 3 1 2018 ThisOrmttC6# idtantlpulfdingtade¢ arnrnants. meetSIRC I3 '�'. ��lr�rnenss: 1RI�-.i!�Ifi 1 , 3lAi:+�ffl,;01. L € I -1�1f91:i'mi-00. a' lltitl_$ TOWN OF SOUMOLID iofiI 411-01..3;,-, ',1 Ivt1113� PI is iljt l;ll riwgm It tit ,! c7icl :OCI -;-P1a3dd d'1�1]�a#tit 1 Ft irl c tl�t We O .1��14. 26 9 ; R =t alis:a in,l0ias#1 P' tit �if�1't73iBhiii ll�� tlE fl1f3�fi A fi-IS61Wlakirord'ance:ithm31mWlproc3 O•gL d6lines tbpra:Adtea#t rW resEs ata€eof Aroa Tnsu3at d -- - - !Q ed It Value Thicknest, 1- at — frac3t ' a ; tY l/ - -- t 1!� - - MISOOMUOO)�C�UM0�it CIWGZjt "n) 1 I at, 1+ 1st t ia� w at' ta�c1 �Om(OV& uteri wle1 1t- at lndie� _,• r.� a�I� e#er_ � Wit. �ai ��ii at —- irat► : gppF -- LUz!;1Ca-fbml) AL at `7 tla a F,lan�i3i�t' sesate" `-. l6ba to addres�Dateof 3f1� 3}R - R w SocS.+loG� n i 1 71 bateof#rt uE ti 1�Cc , r� 2-7-j-h ;Lb)7 �alatlirtg�9��actvr �o�lr! �•nsc� Insulation ContiActor lctsRal@ 'a It c>P i2 Pt7 QSGAf-- 10-•E-jeS quaOFbariri Mch Numberts - -- -- --- INSULATION CERTIFICATE -1DO Ptowe past near ek-dricazl panel. 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I .. .LL'.��gra , �� AN out Mad r - • M6 WA ; i�►! , INW4.ATIONPlEA N.Y. 1 r� STATE • . L�.klaxAm �J•r. ,!JA MEN"Vww 6,,0 ► WWII �'�''Tf7 ^' WMMIA m it Ii r i i s � i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval. FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.; Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20Single&Separate Storm-Water Assessment form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 55- 10 , s- WAi Buil n AY 1 0 2017 D FOR BUILDING PERMIT Date 157 �� '201J INSTRUCTIONS TOWN TOWN OF SOmO a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buildinj Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. . b. Plot plan showing location of lot and'of buildings on premises,relationship to adjoining premises or public streets or areasand 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,anew 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 Southpld,-Suffollc'County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of building's, 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. (Signature of applicant or name,if a corporation) 13 64o®C, D2I mei` e"'.-itcoLo (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder DWLire,R, Name of owner of premises elf A a D ?)6' )6= a 10/0 1 (As on the tax roll or latest deed) If applicant is-a•corpor`atio-n;;signature of duly authorized officer (Name and tj le of;p6rpflrate officer) Builders License-NG3''' Plumbers License No. R c okg tc pLv`;n•�cg,r:.� Electricians License No. &-46 5(,(56i-g-t C� Other Trade's License No. D.) 14. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section-•--6-3 Block © 7 I Lot 1 a Subdivision_N .y�r7i (6dget;:�,, E!�2�c Filed Map No. __�j 3'� Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use,and occupancy VA CA AJ i b. Intended use and occupancy Q Iy C Nl I l./.p ID W e ZU1 o 3. Nature of work(check which applicable),;New BuildinAddition Alteration Repair ,Removal' Demolition Other.Work (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling, number of dwelling units f Number of dwelling units on each floor If garage, number:of cars ! ?i ,6.1 If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:lFront Rear Depth Height Number lof Stories (• ry Dimensions of same structure with altorations.or additions: Front Rear ?_., R Depth Height_; Number of Stories rri ' I 0 4 i i t; I i, C4 8. Dimensions of entire new construction: Front, —Rear 2 Depth20 Height ��' Numbpr of:Stories ��-; � �-q-. y T0611pp 9. Size of lot: Front 175 Rear ° f `� '` Depth l 10. Date of Purchase 3 i 2-,o I N�me;of Former Owner M V4 l. l Di doin 1 I . Zone or use district 4'in which premises are,"situated L2- 60 12.. Does proposed construction violate arty;z(>ning l'" ordinance-or regulation?YES ' NO: y , i 13. Will lot be re= \�osurrcY��b `]FOIRJ\W� A\" T)E)R' Scott A_ Russel QTJ �ZRVISOR 1\�LA�N_ k Gt1E1\J[1E��C' SOUL I I LD TOWN HALL-P_O_B ox 1179 p 53095 Main Rdad-SOUTBOLD,NEIN YORK 11971O Town ofSouthold 1 ` CMk PIER 236 - STORI WATER MANAGEMENT WORK SHEET MAY 112017 (TO BE COMPLETED BY THE A;PLICANT) DOES_-THlS-FRO_J EC r-1Igi 0 l~-tel;-lE oho NG--------- -- Yes No I IOIEQ{ ALL THAT APPLY) E ❑ A. Clearing, grubbing, grading or stripping of land which affects more _ than 5,000 square feet of ground surface_ ; ❑ B_ Excavation or filling involving more than 200 cubic yards of material withiri any parcel or any contiguous areal ❑CTC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ : ❑jj'D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. _ ❑�E. Site preparation within the one ear floodplain as depicted on--FIRM'Map of any watercourse.. ❑'F. Installation of new or resurfaced impervipus surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town aid 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 copi�s of a Stormwater Management Control Plan and a completed Cbeck list Form to the Building DepartmpuL-with-your Building Permit Application. • S-C-T1vl- _ i 1000 D'1� APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) District NAME (N-4 Section Block Lot L7C i'OR BUILDING DLPt1F:"rN, ir "r t, L: ONLY Con -7 Le G__ i 5-q�- go Inrorm�Uort Reviewed By_ - - — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: - - - - - - - - - - - - - - - - �S'� f�i� Approved for proce�stng Bwld=ng Permit ��a Il(� 1P6i2ch�_ LJ Stormwater Management Control Plan Not Required. St Grn1'XQlef Required (Forward toEngineering Department for Review) FORM - SMCP - TOS MAY 201.1 APPLIr;ANT, 1 Wroperry owner,Design Prolessronsl,Agent,Conrrscror,Other) S.C,T,M. 1000 CHAPTER 236 J 6-3 ' 11 61 Stormwater Management Control Plan CHECK LIST NAME p�( � V�j� �—,p�I Section Block Lot ,n Z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Y6,un Y,n,1 tl� �j .Date: V�f� * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by Me following Checklist! I A `irle Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any Itm, Please Provide Justification Herel �110w all of Il)e following items; YES NO NA If you need additional room for explanations, Please'Provide additional Paper. a. Location & Description of Pro erty Boundaries h_Total Site Acreage, c. I:-.xlsting - Natural & Man Made Features within 500 LF,-- DRAINAGE IMSPECTI Of tlle Site Boundary as required by §236-17(c)(2), Contact TOS En 09 Zlt 26-5-1-560 befefe d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Backfill ORP _ _ ------ —e.--L-ir�its-of-ale-ar-ing-&—Ai°ea-oi�Proaosed-Land-Disturbance X that theJ f. Existing & Proposed Contours of the Site (MinimumZintervals) g. Location of all existing & proposed structures, roads, ' driveways, sidewalks, drainage Improvements & utilities, MAY 6 2 1 h. Spot Grades & Finish Floor Elevations for all existing & pi oposed Structures. I _Location of proposed Swimming Pool and discharge ring. ® P op t, Y-21t)e a r,82--1 1 Location of proposed Soil Stockpile Area(s), k, Location of proposed Construction Entrance/Staging Area(s). I. Location of-proposed concrete washout area(s), 7), Local ion of all proposed erosion&sediment control measures. ENT rnNTR6LS 2. Siormwater Management Control Plan must Include Calculations showing EROSION st 60DIP4 llmitpcl to: Thai rhe sioi mwater improvements are sized to capture,store, and Infiltrate nc@ an ,lie rhe run-off from all impervious surfaces generated by a two(21 Inch A W2 rainfall /Storm event, Wire BacKeEli 3 Deiarls& Sectional Drawings for slormwater practices are required for approval, Seeding of exp Berns requiring details shall include but not be limited to:. a Erosion & Sedu-nen( Controls, b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e,g,catch basins, trench drains,etc,) d Leaching Structures (e,.q. Infiltration basins,swales, etc,) mg- EFO ta- :: l.)SE' ONI_,Y �u�,�. _..:i: ....__........ :::::::: ::,::::.:e:- tilt �, i Additional Information is Required. Approved ve &dBy, Stormwater Manageme t Control Plan is Not Complete. ppi' — - - - — — — — — — — e Stormwater Managemt Control Plan is Complete, Date S {, 1 i SMCP has been approved by the Engineering Department. I I FORM ' SWCP Check List - TOS MAY 2014 ; o�aS�fFoc,���G Town Hall Annexyam► Telephone(631)765-1802 54375 Main Road c ..c Fax(631)765-9502 P. O. Box 1179 z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED a , WOOD CONSTRUCTION AND/OR'TIMBER CONSTRUCTION Date: / 6 / 17 Owner: ��o 4 &J d NA 1A 1�j� -A!J I Location of Property: 30® '�oA cr V "� l� j L Please to notice that the (check applicable line): New commercial,or residential structure Addition to existingcommercial or residential structure Rehabilitation-to an existing commercial or residential-structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) JPie-engineered wood'construction (PW) Timber construction (TC) in the foll ing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person ubmitting this form): I 0 be'- f Capacity(c ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ ` 1. .. �, yhYt� i ��J�v`6�x��jti�5i'a'�.•i'.'5� i��f`��� L �I ���``�r>~3 '�` � �~`'�.�:,• -�-u..f�,fa: 'T,�c� !S'i�,Gii��'t-M• t '✓�i .r ins i Ht` Lp •y � L ' + 4 11;. i ` •. •��s� p'e k5""'� ;+.'" s; � } s.•.�'js�> t1 =e�L'z`a tp a tibStZ S ai� �' a ff iLr a` 3 i h'&r'Hdi�Sy=' �`fi-o�'ti-^r.� .5.._.-rT��tj n" �+`'d��•r" '` � ��iy�'}.�,,sKJ.`. ���a j'ftY.� ..ren l+"��^yrt��'1�± i:�+•���4 fd �ti"'�'x?Fjr�,"` ��+�: ,t"FSC S+c�,,.�+1� �` �.�1 �};;:t•�5 �` `I♦4�� }G } '` "ice t,}r.^�' f P� ;S s'� °`� Y � rt i�3 ♦ •r s {'�Sr4 { F yntik`�"�u w�`}-��rr�'ryJ�"�"ssy•y` 55� t�Gj>s> r'�r'f�.`i'���yG �,���� ��,ph�r � •1 1 }„t. •S -t'.tr c.rr -t'! 4,. r k --t t rP G L� ��'. ga ,rn,3 �� 1 a fjh.s= �•`r3L,+f jet��� (� 1.'ty'zr ♦.F. ♦ j r1. s� t.w /r"'r9a+•. 4f `t y.:: tss?s..s l.T .,..r��s..J.. ...t.�3� .:�' .s; :'.-�,h•.�• :'''St!.t.c`:6;--r•.Lr ^I.r;,• _•` .; 41 r iS�Y $ �� n dr,l ..r:A.•irPy y, 5 SyyS t'.x}Y4'�: � zi "-'�, � •�� - ,:' r 1r A�� C� ✓+.'a`1.3g JLt t' tZ �t"Y�" ct:r t ?+. i,� t .f� z. .•at.':i.x. ts� r Y ,ay K r�=•7-'�'>•t„< '' S '• x,Arut': °�4: «''T'`'♦�f`� t �cs.+�,• fs 's�,. �..^.. ,,,71y�c T.,+�w"�•r rr(• � ��;. �� r✓� ♦t 3. ♦�� t`lt ��� r`�$�d}s xj�� � '"tF �`t•+ - t js ,�.s?'fs_ F��Sy�'�"re?d •wt,• �� ,, 'Y'q��;.�ty'G`1�,tN�°R• ��IS Ka�'tjYt �,rsy fJ�r'4.F +};..;F,i�r•. r3s-�:�.. s:~^-•. - errs-G"" 1-.'ri`�` = z� i�•"r�� ��'.msr�� �` P v' s` s� Y ,*.7•I.•sr„f' x'�'��yZ+Krj" `,�,a�+-.� Z y'�--,•. � ,� r � �` £�,+ s4`uk� ta^ZYt",�'�i x.i s.�•Fh s�.- -,��yeti•'t�1" w-,��9`� ± � ;s'!� P_'� s �. %_`' � •.e "♦+'i•r�+�:�ti���f'a'g�tti�55�" 3 x t •.•t+=' ra�t r�^�'� �,*'�� w. _7 ,_ —'A ',' ,J. �j• 1 , ..mak ': � v � $� - <r +' 7 � �I 2'." - o Town HaH Annex J t Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • ro er.richert towr%soutgioQ .n .us Southold,NY 11971-0959 ly�4UIIi'I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: ® � 7 Company Name: Laic-Tr4 C_ Name: G U P•rz n_ t E L Lo License No.: S 7S _ yw L Address: P0v /a �� � 'Jrl- cn /V y Phone No.: if-76 91/9 JOBSITE INFORMATION: (*Indicates required information) *Name: CJI _ *Address: od �}r42R/s� �Ln r so *Cross Street: *Phone No.: t9 3 t -7G 9-^ Permit No.: Tax-Map District: 1000 Section: Block: _ Lot: _ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) All (Please Circle All That Apply) Is job ready for inspection: ES NO Rough in Final *Do you need a Temp Certificate: YES No Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATI �CRU'V[E DD OCT 10 2091 82-Request for Inspection Farm ® $UMDING DE'P. TOWN OF SOUMOLD 4 I tr! o`I'1 .�c t & Q-A os e 1 SaSer �-� � �e.s ►�-�`�- � S�� L4 1 c JAN 3 1 2018 BUILD G DEM• TOWN OF SOI OL" John Bertani 1380 Oakwood Drive Southold, NY 11971 October 22, 2018 Mr. Michael Verity Chief Building Inspector Southold Town Building Department P.O. Box 1179 Southold NY 11971 Re: 300 Harper Road West, Southold, NY— Building Permit# 51,596Z �IbgS Dear Mike, I am requesting a 6 month extension to my building permit which expires on December 2, 2018. Thank you. Sincerely, Jn Bertani Gordon Grant, HERS Rater East Hampton,NY 11937 o-631-324-0858 c-516-380-4820 gmgrant@gmail.com February 11, 2019 --� o � ��L� Michael J.Verity D Chief Building Inspector FEB 1 4 2019 Southold Town Building Dept. 54375 Route 25 Southold, NY 11971 TOWN OF SO OLD RE: 300 Harper Road West, Southold-Envelope Leakage PS P �. 4 l Mr.Verity, Attached please find a printed report showing the results of an envelope leakage test of the home at 300 Harper Road West in Southold, conducted February 8, 2019. The leakage of the home was 1.81 @ ACH50. The test was conducted in accordance with R402.4.1.2 of the IECC. Thank you. Gordon Grant, HERS Rater RESNET ID# 3523544 i PAGE 1 OF 2 trjl,f U�CCOUNTY I�) PART ENTOF�iE-EALTT�;ERViCES SITE PLAN FOR JOHN A. AND LINDA BERTANI I Ow6��AG IOP R ' t'l.R_Mlrr FOR APPROVAL OF CONSnUf:'I'ION FOR AX565 Pig SURVEY OF AUG 0 �2 EMVITI V RESIDENCE ONLY LOT 11 r'B 0. HS ��U 11.1 MAP OF HARVEST HOMES ESTATES j.;(,)'VED SECTION ONE t FOR IvI4X QF,�BEDROOMS No. 5337 FILED JULY 18, 1969 SITUA TE :7CPIRES THREE YEARS FROM DATE OF APPROVAL vox�*w' � SOUTHOLD PygJ X f°M°N ° 1 � �_ TEST HOLE DATA TOWN O F S O U T H O L D O O �� ^ w (TEST HOLE DUG BY NAI 0 ON JUNE 21,20 6)GEOSG/ENGE o� EL DARK BROWN LOAM OL SUFFOLK COUNTY, NEW YORK � o c wP�Ft AN O�� QP�o S 69-;5O0 r S.C. TAX No. 1000-63-07 141 I" Q ,,Q BROWN SILTY SAND SM SCALE 1"=40' _ �� 2•s' JUNE 16, 2016 U _I aw6 VC IOP �o `� 1' v�E of P Q AREA = 23,625 sq. ft. I LI..I _ Pvg �_ al 0.542 cic. i Q �S g PALE BROWN FINE u5 Z� `i0yZ$4 pfpO �,2 O� To MEDIUM SAND SP ly ma , 1 �� •a, t^ J1 p � ` ,':':'•: :'; CERTIFIED TO: „J t X „ 4 - :., EL 122 1 p :-:r\ 17 , ,, :1 � gj ° �G ' JOHN A. BERTANI f1R`^SKAos 21 LINDA D. BERTANI _ 1 \ HIGHEST�y ° ' °N 7A TEST WATERFIDELITY NATIONAL TITLE INSURANCEANY r AA 1 7A TEST WELL Nq 11ttK 410356072760301 S 16780A 9R fCf fro O -&1HOLE �:.:.•e ANOTES- :.,. ,.::{.:..:r:..•:.•.:'i"•. r.•.•:. 1 -- �c .....::o: �... DRAINAGE INSPECTIONS ARE REQUIRE 2 0 ��. �•y:� e :-,:,:};.:.:.....: cJ'( - Q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM tt�L Z Z EXISTING ELEVATIONS ARE SHOWN THUS:AKZ ItY9 Contact TOS En 2, MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. �+ a p \� 2A5. 6 O � t�::7'-':'`':'::'•:•'•• Engineering at 765-1560 before 1 TANK; 8' LONG. 4'-3' WIDE. 6'-7' DEEP fpt)NC VON N 69500 0 5� G Fes: :' o F -� Backfill, OR Provide Engineers Certification , POOL. 12• DEEP. B• dla. ` Cp1y , (•,:•,:, Y"''�q. .3C?2� ''"',..•'•:•:.''•ri:}, �'4 g 3. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 eq it SIDEWALL AREA. Q cm L that the drainage has been installed to Code. PROPOSED EXPANSION POOL 0o AAS �, ::..... ........• �, o Uj -� � Y� ®PROPOSED LEACHING POOL G A Y .�� � �NOO.SS• ®PROPOSED SEPTIC TANK F\ r 'I X�yTI,`i� LOT ',,/ fN' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O _ — it•�d— N�S E � E- rX OBSERVATIONS DAT/�OBTAINED FROM OTHERS. �_ _© O \ rte �oGE of f� `' C �— LO owE�J�c wP��R ®as ..0� 1. _• ^�a'�Y :.ds LL J ��?F$AOR � MWATER da � -r Code R AS OW PTID FREPAR AC WfWR E MINI LI ApMA1�LAND `' p6 EROSION &SEDIMENT CONTROLS O_ x Ea Shall include but not be limited to: f° o- p' rr 1� A well maintained Construction Entrance, 2 ,• _'{ti ? Y V�ApA 0 LO � G pSER 69 ow�g�Ac w Wire Backed Silt Fencing, stabilization $ 0565 P Seeding of exposed and/or inactive soiis. � %467 0 O pj?AMGE SYSTEM CALCULATIONS: Z` N.Y.S. Lic. No. 50467 Orr DRIVEWAY AREA: 1,135 sq. ft. {� L 1,135 sq. ft. X 0.17 = 193 cu. ft. UNAUIHORQED ALTERATION OR ADDITION Nathan Ta-ft Corwin III O E�\%AG 6R 193 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required To THIS SURVEY IS A VIOLATION of SECTION 7209 OF THE NEW YORK STATE 0565 V - ROOFOVIDE AREA:(3.025 sq. ft,5' high STORM DRAIN POOLS EDUCATION FND THIS SURVEY SURVEYOR'S MAPINKED s� NG Land Surveyor 3,025 sq. ft. X 0.17 = 514 Cu. ft. EMBOSSED SFAL SHALL NOT BE CONSIDERED 514 cu. ft. / 42.2 = 12.2 vertical ft. of 8' cila. leaching pool required TO BE A VAUD TRUE COPY. PROVIDE (2) 8' dla. X 7' high STORM DRAIN POOLS CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. ` IS PREPARED,AND ON HIS BEHALF TO THE PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TITLE COMPANY, GOVERNMENTAL AGENCY AND Witte Surveys — Subdivisions — Site Plans — Construction Layout .•--.I LENDING INSTITUTION LISTED HEREON,AND -' TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 l^ PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: �.uJ 7UnON.CERTIFICATIONS ARE NOT TRANSFERABLEABLcOFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 ANDEASEMENTS OF RECORD, IF James ort, New York 11947 James New York 11947 ANY,. NOT SHOWN ARE NOT GUARANTEED. P P°� Nfi— I PAGE 2 OF 2 STORmWZTER MANAGEMENT NOTES: SITE PLAN FOR y 1.1 ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION JOHN A. AND LINDA BERTANI MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 11 U.S.OS EIVE #20)NUOUS (SHALL BE STAKED AOF SILT SCREEN T TMAXIHEMLIMIT OF UM (CLEARINGNG OF EXTRA STRENGTH ESH FABRIC POST (TYP') MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REq'D. WITHOUT WIRE MESH SUPPORT HARVEST HOMES ESTATES THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE SECTION ONE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS s' MAX. O.C. SPACING FILE No. 5337 FILED JULY 18, 1969 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE SITUATE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ,:• ' — SCREEN IS REMOVED. FLOW SOUTHOLD 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 4'•`-- TOWN OF SOUTHOLD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL _ BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT :-.•'�;:.:. SUFFOLK COUNTY, NEW YORK SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES � '' ,•ATTACH FILTER FABRIC SECURELY S.C. TAX No. 1000-63-07-11 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBEDNOT IN SCALE JUNE 16, 2016 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE / \� x1` \\\\ \\��\ OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES / / / /.✓�`/ /� SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED / SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor ro soot So' MIN. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OR To BE SUFFICIENT ro KEEP SEDIMENT ON S. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO SITE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER , HAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND-REMOVE SEDIMENT WHEN NECESSARY. REMOVED a SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW i 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF–SITE TRANSPORT. o ' OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF–SITE. 36' HIGH POLE (MAX.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST 0 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW HAY BALESk. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW2"x2" STAKES I / N FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) ¢! WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING r y ��.. BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION BACKFILL '' y';:��\y\\/� SAO, _ DRAINAGE I HAY BILLES AND/QR AND GROWTH. INLET SILT FENCING 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA THAN VEGETATIVESQUARE WITHINCSIZEGUOUS UNVEGETATED AREAS NO LARGER PLAN VIEW E. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR /f\ 4' X s' TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF T /�/ W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO `\ BACKFILL BALES TO 13 SET THE ROAD. A NON–LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL• ROAD paSTINC GRADE (NOT TO SCALE) HAYBALE BARRIER 0 INLETS (NOT TO SCALE) I HAY BALES AND/OR SILT FENCIN NOTES. G TO–BE-USED–WHERE—TOPSOIL–IS–SOIL -Y–FOR —ARE-CHOSEN–FOR–STOCKPILING–OPERATIONS -- CON.Y.S TION grtRANCE BASE OF COMPACTED 3/4 STONE BLEND OR-N.Y.S. D:O.T.APPR°VID-R.-CTC- REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18'MIN.ABM EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT -� STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) TEMPO RK NCE AND REQUIRED PERIOD OF USE. Q� o N 2 SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART /63518 TYPE 6840) 1 FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE v, y 8'TRAFFIC BEARING SLAB--\ 1–0� WITH VEGETATION OR COVER �Y 14, 11, 14, r• _ 7}' i PIPE FROM ROOF GUTTERS lie `Y 11' `Y CRUSHED 3/4' – 1-1/2' STONE b ALL AROUND + Y Lic. No. 50467 ° LEACHING RINGS y 14, IV Ta REINFORCED PRECAST CONC. 400PSI O 28 DAYS -0'3-0' Nathan ayhan Ta ®rw 'n III 14, 14/ (min.) 4. (min.) Land Surveyor o� ' E Successor To: Stanley J. Isaksen, Jr. LS. Joseph A Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys – Subdivisions – Site Plans – Construction Layout I PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P-O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 PAGE 1 OF 2 3IJF� 6^LKCOURT I DEPARTMENTOFka l'ei.iIiSE?i�li�'Es SITE PLAN FOR ® � � n �� � �� 0'0 wPZER JOHN A. AND LINDA BERTANI I ira'.r.�u i ES pV s SURVEY OF AUG 0< 2i8gAL LY RESI-DE rCEZ OONLY VA \ I� �. ���®�� LOT 11 ' = I MAP OF ,. HARVEST HOMES ESTATES SECTION ONE i FORMAX OF � BEDROOMIS FILE No. 5337 FILED JULY 18, 1969 I :':XPIRES TPIREE FEARS PROM DATE OF APPROVAL �N°Go3°N SITUATE pV6�\ xo5l F°MGN SOUTHOLD TEST HOLE DATA ?O— (TEST HOLE DUG BY McDONALD GEOSCIENCE TOWN O F S O U T H O L D O , E( ON JUNE 21, 2016) � o SER\NR6 0 ° 69•p���� �`� EL 29,2DARK BROWN LOAM OL SUFFOLK COUNTY, NEW YORK wP g f g ��5• (� r S.C. TAX No. 1000-63-07 -11 o p g�\ v' DVIA , 0 .. +Q BROWN SILTY SAND SM SCALE 1°�=40' � =a pWE�vor, OF PPNEM 1�5' p 2.5' JUNE 16, 2016 s pVe�\ EOGE v` AREA = 23,625 sq. ft. LJ USE ^ NpO°5 O PALE BROWN FINE 0.542 ac. tl ry " crJ GE pf GO- O� G TO MEDIUM SAND SP 6"0 A .,�, 4I LU X �y^,+ ANG c; CERTIFIED T0: •04' 0 E .t` r �` \� o Wo s e ,� n' JOHN A. BERTANI 1 a EL 7Z rr LINDA D. BERTANI N •' •.q, G6 ON '� WGHESr EXPECTED GROUND WATER = a`9 k A� '\ F TEST WELL Ne.U___4,Da Grisov, ,also., FIDELITY NATIONAL TITLE INSURANCE COMPANY E°VON°'MGN TEST HOLE ` CS , $222 �` e a F\. ( r g NOTES: g -- C O � C� , � 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUMvo? � O�No NoN• N 69'15 p0 a0 �jD y\QGKP\�� �gO�yD.F\a 2. MINIMUM EXISTINGELEVATIONS TANK CAPACITIES FOR A 1 TO BEDROOM HOUSE IS 1,000 GALLONS. 2 F O 279 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7" DEEP GONG 0+ ` N'(A P, . 3C " n V1 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ® � �� , (6F Z l3T 1 POOL: 12' DEEP. B' dia. O2 ' O � [ ++ •�+ PROPOSED EXPANSION POOL CV PROPOSED LEACHING POOL ®1 e 9 = G GONG 0 s \/�'� N� �o� ,� 11 s FojNo°3s ®PROPOSED SEPTIC TANK f� LS C� -0�� ,j % LO Ops E Ep M'N 1 3 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �" O� GZ O 1L `� Eo°S OF O) �EC�;AGE LO r OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Ujw V/ ZA y�''cm ll�`�� N�OG� 1�5 ABL*40 00 �`'�5 pUg c Ce C p'r l_.J I--- PRpEEPAI�RRFD.- AC WRR T1 D TIJEE MMfIDNI M \� - EYOR SUGH' R ORIC A 0 LMMD o, �°;oN• �e° ,gyp' � L OT l G0N g•0� o oSES o y 15 DRAINAGE SYSTEM CALCULATIONS: N.Y.S. Uc. No. 50467 LOT DRIVEWAY AREA: 1,135 sq. ft. 1,135 sq. ft. X 0.17 = 193 cu. ftp. UNAUTHORIZED ALTERATION OR ADDITION �� O\110' GWF��R 193 cu. ft. / 42.2 = 4.6 vertical jt. of 8' dia. leaching pool required SECTION SURVEY099 FISTHE NEW YORK STATE Nathan Yat Corwin III C USES pUeor- PROVIDE ROOF AREA:(3)025 sq, ft 5' high STCy2M DRAIN POOLS EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 3,025 sq. ft. X 0.17 = 514 cu. fie: THE LAND SURVEYOR'S INKED SEAL OR SEAL SHALL 514 cu. ft. / 42.2 = 12.2 vertical ft. of 8' dia. leaching pool required TO BBBE AEDVAUD TRUES COPY BE CONSIDERED PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanleyi J. Isaksen, Jr. LS.ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno-LS. r"�� IS PREPARED,AND ON HIS BEHALF TO THE PROPOSED 8' DIA. X 7' DEEP DRYWELIS FOR ROOF RUN—OFF ARE SHOWN THUS: r TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout �_�✓ LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INS I- PHONE 631(631)727-2090 Fax !"`� TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. ) (631)727-1727 PROPOSED 8' DIA. X 5' DEEP DRYWELiS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: �a� OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 PAGE 2 OF 2 STORMWATER MANAGEMENT NOTES: I SITE PLAN FOR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION f JOHN A. AND LINDA BERTANI MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 11 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (iYP•) MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT HARVEST HOMES ESTATES AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. 0. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE SECTION ONE 6' MAX. O.C. SPACING DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/O WIRE SUPPORT FENCE FILE No. 5337 FILED JULY 18, 1969 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ;;'.��� — SITUATE l� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE +>' SCREEN IS REMOVED. r•. pyP SOUTHOLD FL 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, "•' A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ,' •�� TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SUFFOLK COUNTY, NEW YORK SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES • ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST S.C. TAX No. 1000-63-07-11 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED I NOT IN SCALE OF EAS ALE SERM3-A4 MONTHSVEGETATED. SEDIMENTS HTRAPPED-BYE UTHEUBALES L LIFE ���\// // %/ �\\ JUNE 16, 2016 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED i SILT FENCE DETAILS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Nor ro Stas 50' MIN. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OR TO BE SUFFICIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TOk KEEP SEDIMENT ON SITE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER 6 i HAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED I SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL,NOT ALLOW n 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF—SITE TRANSPORT. o OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF W FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36' HIGH POLE (MAX.) ' oy 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q L_ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAWHAY BALES 2"x2" STAKES O i ---------------------------------- IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF 0: QAu?j N FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) f� WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL AND GROWTHS SOON AS WEATHER CONDITIONS FAVOR GERMINATION S�Op f 11DRAINAGE NLE --- I F{ASILT BALES AND/OR FENCING 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. �\ \` \� PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR �\ �\�4" X 6" TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /��/ W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL pa511NG GRADE (NOT TO SCALE) HAYBALE BARRIER ® INLETS ROAD (NOT TO SCALE) I HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION WTRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED 3/4 STONE BLEND OR N.Y.S. D.O.T.APPROVED R.CA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18'MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE To ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. ORA 0 C AND REQUIRED PERIOD OF USE. 2 (NOT TO SCALE) ( '� SLOPE OR LESS CAST IRON INLET FRAME k COVER (FLOCKHARi X63518 TYPE 6840) 1 FINISHED GRADE OR 6' THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE 1'-0' �L �L 1L 8'TRAFFIC BEARING SLAB; ' 11 WITH VEGETATION OR COVER (max.) , 7- 'k 'k 'L 14o, y0 5 e *P PIPE FROM ROOF GUTTERS 14o, %I, \ 1P 1 14o, CRUSHED 3/4' — 1-1/2' STONE rte,,., ALL AROUNd ° Y Lic. No. 50467 s LEACHING RINGS 14o, 14/ %k q, 141, It/ y � 14e 1 m REINFORCED PRECAST CONC. 3'-0' 4000 PSI m 28 DAYS 3._0. - Nathan Ta Orwin III d 141, 41 (min.) i 4' (min.) Land Surveyor I o� E Successor To: Stanley J. Isaksen, Jr. L.S. I Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE ; OFF7CES LOCATED AT MAILING ADDRESS (NOT TO SCALE) I 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 PReDIAGED BY AN AUTeDE. QUQT S0n0jK COWf Y DEPAPM'vffiNT OF ITH SERVICES PAGE 1 OF 2 SITE PLAN FOR &E ATTAt GO PF,Rr&-T F OR AF C;%j,�i or,Ce.,�,-,rTjzXCr1.GN MR A JOHN A. AND LINDA BERTANI SB,7GLE' IeAygILY RE-1 SIDE,1-4CF,01MLY osts SURVEY OF 7.�- LOT 11 2.01(o _Hs mt.z. o DATT3 MAP OF .APPROVED HARVEST HOMES ESTATES F Xr FOR W-X BEEDROOMS SECTION ONE -FFOMDAT',Os'APPk0VAL FILE No. 5337 FILED JULY 18, 1969 PG*00:1 G04i SITUATE 57\'c" SOUTHOLD uSEs ?0 % X20 76. TEST HOLE DATA M-sr HOLE DUG BY MCDONALD bEOSCIENCE TOWN OF SOUTHOLD a V1 RevLsed Plan Approved '75)1)4PI'7 ON LINE 21, 2216) 1 1 -0 SUFFOLK COUNTY, NEW YORK A7 DARK BROWN LOAM OL Sig S.C. TAX No. 1000-63-07-11 Expires- \A V'o V S ,d BROWN SILTY SAND SM SCALE 1"=40' F_ 0"� U5 2.5' JUNE 16, 2016 \\AG MARCH 29, 2017 REVISED PROPOSED HOUSE V*V_�V *001 0. CJ pF 0% AREA 23,625 sq. ft. 0 poc -�e'v 0 0.542 ac. Ve PALE BROWN FINE \d VS MEDIUM SAND SP \400 r i yNCP - ov A A 15-P ID13$9 \0 A\\- E F9 In 0� X�' X0.5 oob; V\V C3 CERTIFIED TO: C 7' ro .210 \A JOHN A. BERTANI 1111-41I)s LINDA D. BERTANI \'O_ jl 01 7 19GHMT EVECTED GROUND WATER TM WELL N.USSCS 4103 6780-1 FIDELITY NATIONAL TITLE INSURANCE COMPANY 0 V1 r. TEST HOLE .. . NOTES. L J 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: MK 0. p0 a .'3gaR oo C, 2. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE IS 1.000 GALLONS. LONG. 4' -7" DEEP ,t, 69 10- 1 TANK; 8 -3" WIDE, 6' 160 �3t_ 00 0 P 3. MINIMUM LEACHING SYSTEM FORA I TO 4 BEDROOM HOUSE IS 300 sq SIDEWALL AREA. L I POOL; 12' DEEP. 8' d1a. *0 PROPOSED EXPANSION POOL PROPOSED LEACHING POOL C� 1C .0 . X (D PROPOSED SEPTIC TANK % LOT Of LOT 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD C� M`N OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. Q 4 A 7�A L JNW .A PREPARED IN ACCORDANCE WITH THE MINIMUM "6 6E0 STANDARDS FOR TITLE SURVEYS AS ESTABUSHED At" �D"ADOPTED Q,, S.AN HE MYW Cc FByRTHE.LHL`USLE ATE%Cej�D im LP TITLE ASSOC Ilk �NcpMoN 9 9���'00" rA C 0 0. ib A%AWF T X 7�, C 1,01 .0 \ilIEV)PG*i, 3 1 4 , �A. C 1�0_ V I % DRAINAGE SYSTEM CALCULALI–ON—S." No. 50467 DRIVEWAY AREA: 2.000 sq. ft. -D VD LOT 3 2,000 sq. ft. X 0.17 = 340 cu. fl. UNAUTHORIZED ALTERATION OR ADDITION Nathan �r �\\A%I,- TO THIS SURVEY IS A VIOLATION OF .0 340 cu. ft. / 42.2 = 8 vertical fi, of 8' dia. leaching pool required win III 0 \171 SECTION 7209 OF THE NEW YORK STATE PROVIDE (1) 8' high STORM DRAIN POOLS EDUCATION LAW. uSEs ROOF AREA: 2,540 sq. ft. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 2,540 sq. ft. X 0.17 = 432 cu. ft. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED J U N 2 2017 432 cu. ft. / 42.2 = 10 vertTcal ff. of 8' dia. leaching pool required TO BE A VALID TRUE COPY. PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED.AND ON HIS BEHALF TO THE BUMDING DEPT. PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS I- PHONE (631)727-2090 Fax (631)727-1727 TOWN OF SOUTHOLD TLMON.CER-11FICATIONS ARE NOT TRANSFERABLE. PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT -MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED._ Jamesport, New York 11947 Jamesport, New York 11947 ±9nEjeHd E133196eHid PAGE 2 OF 2 STORMWATER MANAGEMENT NOTES: SITE PLAN FOR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION JOHN A. AND LINDA BERTANI MATERIALS SHALL BE CONFINED TO THE-LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD SURVEY OF LOT 11 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING MAP OF ., AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REQ'D. WITHOUT WIRE MESH SUPPORT HARVEST HOMES ESTATES THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE SECTION ONE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING 6' TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/o WIRE SUPPORT FENCE FILE No. 5337 FILED JULY 18, 1969 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE ,:• •' ,--'�'— SITUATE SCREEN IS REMOVED. - FLOW SOUTHOLD 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ' " A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALLi;' •�� TOWN OF SOUTHOLD BE STAKED END TO END AT THE BASE OF THE REQUIRED SILTs, SUFFOLK COUNTY, NEW YORK SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES •ATTACH FILTER FABRIC SECURELY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS ISTO UPSTREAM SIDE OF POST S.C. TAX No. 1000-63-07-11 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBEDNOT IN SCALE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE /// / y OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES ��\//�\//�\�/�\ ✓��/� JUNE 16, 2016 hSIL. SHALL B_E REMOVED AWAY FROM THE BALES To AN APPROVED / T FENCE DETAILS MARCH 29, 2017 REVISED PROPOSED HOUSE UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO saw 50' MIN. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. I OR TO BE SUFFICIENT TO 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. KEEP SEDIMENT ON SITE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER i HAY BALES AND/OR ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED I SILT FENCING 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO'DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW a OFF—SITE TRANSPORT. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS o OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT,RUNOFF N FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST Q SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW O ---------------- ----- ------- IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FLOW HAY BALES 2"x2" STAKES 0: I N FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW ' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ^� ^;�� �r ��^ DRAINAGE AND GROWTH. \\//� ';.. �\/% S�OPf a INLET HAY BALES AND/OR 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA /�j� \� SILT FENCING VEGETTHANATIVE COVER RARE OOT WITH CONTIGUOUS O T GUOUS UNVEGETATED AREAS NO LARGER i �\ .ZE. \`� \� PLAN VIEW 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR �\ \\// 4' X 6" TRENCH LL SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /i\\ //� W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET �~ THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH Y OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL EXIVNG GRADE (NOT TO SCALE) HAYBALE BARRIER ® INLETS ROAD (NOT TO SCALE) HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION g4TRANCE BASE OF TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS COMPACTED 3/4 STONE BLEND OR N.Y.S. D.O.T.APPROVED R.CA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18'MIN.ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE To ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE 'FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 0 RY CO STENTRANCE AND REQUIRED PERIOD OF USE. 2 (NOT TO SCALE) (N SLOPE OR LESS CAST IRON INLET FRAME do COVER (FLOCKHART X63518 TYPE 6840) _ STABILIZE ENTIRE PILE 1 FINISHED GRADE OR 8' THICK REINFORCED CONC.;COVER y�g°,_ "'�� 14.®�g �' �,�t. WITH VEGETATION OR COVER 8'TRAFFIC BEARING SLAB �`� 0 ��T e`® PIPE FROM ROOF GUTTERS R r• 14, v/ .t/ .I/ .1/ CRUSHED 3d14" — 1-1/2' NE G V/ �1/ 11/ �1/ 11/ �1/ V/ o ALL ARouN Y.S.SJ No. 50467 2 � IV IV 14, LEACHING RINGS .� y .J/ y .ji .j/ .j/ REINFORCED PRECAST CONC. Nathan win ��� 3'-0' 4000 PSI ® 28 DAYS 3'-0' � V/ •1/ tel/ 11/ .1/ (min.) a 4' (min.) ,P �, �, Land Surveyor O C , 'E Successor To: Stanley J. Isaksen, Jr. LS. C=E7r=== Joseph A. Ingegno LS. STRAW BALES OR SILT FENCE GROUND WATER J y Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 A ` - DD O`N�B�\G wP�ER JUL 20?7 \0-sPSURVEY OF LOT 11 MAP OF BUMDINGMPT• HARVEST HOMES ESTATES TOWN OF S®UTBOLD SECTION ONE FILE No. 5337 FILED JULY 18, 1969 OPUB�GG�pZ6R G°N SITUATE v5vs X20F°M N'°� SOUTHOLD TOWN OF SOUTHOLD \N SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-63-07-11 P JgL\C W�PjQ Un \� SCALE 1"=40' E 1 , 2016 os" g� j`°'�°F QpVEkN (" MARCH 29, 20117 REVISGED PROPOSED HOUSE MAY 19, 2017 STAKE HOUSE FOUNDATION J5�5 P �� SP O JUNE 26, 2017 FOUNDATION LOCATION o� G � AREA = 23,625 sq. ft. 0.542 ac. X N 69 CERTIFIED IV: JOHN A. BERTANI \\ \� ELINDA D. BERTANI \ .7 FIDELITY NATIONAL TITLE INSURANCE COMPANY °UN°Nc VA- 2.22 % \\ 2y9 I 292 E CO . ��' \o. o. +' 9 � g / ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM •O�~ N \ Ago OVNOp�"\ON EXISTING ELEVATIONS ARE SHOWN THUS: ( Ur10 °N• 69 0b �(V-pj'to 335 fO 10UN X2bs LJ Ois �- 1+` �z \\ T 11 .�. �\ G 3 \ \° G°N° In n N Q p moo£ �X � � °2b3 X f oN•°35 %LJ jOT C) Ca h on ok X \ FSEs PREPARED �IN.41GCitJ�P,� THE MINIMUM STAN BY TTH�/C IsFO �VID�AP �oUPiED FO U �Sf��LAgND AFr G °0N 5 g OA 0 LOT 6ow��UUG wP�ER +r ! o Y.S. Lic. No. 50467 LpT °ECS°7209 WAOT YORKODFIT ION STATE Nathan Corwin III EDUCATION LAW. USES QUe COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALT.NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTF1CATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INST- PHONE (631)727-2090 Fax 631 72 TUTON.CERRFICATIONS ARE NOT TRANSFERABLE 7-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 r r�����r r -�w�w r r�L L vr�r�rt-� v r� I ItIVOa IVIVlJ11VwJl IUB �i - SURVEY OF MAY - 7 2019 LOT 11 MAP OF } rq_ ��, r .,,,� HARVEST SECOM S ESTATES TOWN OF SOM7a91_4D FILE No. 5337 FILED JULY 18, 1969 SITUATE SOUTHOLD NG.05 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-63-07-11 SCALE 1"=30' O QQ A'0 , JUNE 16, 2016 69 .,�j00 r (1 MARCH 200177ST KE HOUSE REVISED PFOUNDATION E JU2017 FOUNDATION LOCATION JANUARY 30. 2018 FINAL SURVEY 4 MAY 2, 2019 UPDATE FINAL SURVEY t ° Of PPI�MEN ° tJ AREA = 23,625 sq. ft. �� EOpEENGN pRp�N i o O0% ® 0.542 ac. CERTIFIED TO: JOHN A. BERTANI 13L �o LINDA D. BERTANI �Z FIDELITY NATIONAL TITLE INSURANCE COMPANY 6g �� a SEPTIC SYSTEM TIE MEASUREMENTS \N° \moo ���, d o •,° P� HOUSE HOUSE �pcppp� • �o- tic Nom" P\ �s 3 ° oq Amo O CORNER DA CORNER S PNK\j �i^ \ U i 26 VE \ L d LP A j\ N `', a cE SEPTIC TANK , 9w' 49 oCOVER 17 9 OA'00, E N ��Fc\F g \\ S�z3 ��s 0�,� F PRP E t �y� COVERING POOL 61' 29' O, \a Off`' pr1 R O J f°6 GAN ��' $000 ID �1 \'' � LA`�0\ PREPARED IN ACCORDANCE WITH THE MINIMUM �G. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED A8 5 .' pE K \ a O BY THE L.I.A.L.S. AND APPROVED AND ADOPTED W°av PRpP wppo G � TFOR ITLESOF #No AUSCHO US El/E1�N.Y_ORK STATE LAND .51G O , 00 �o �-- �' � y �a \\o \ W OD M°N' LOT �'t' i r N.Y.S. Lic. No. -50467 , .O UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin OJ fE9E \.6\A JO ,�a, � TO THIS SURVEY IS A VIOLATITI ON OF J O 1 EDUCATIONSECTION 2LAWOF THE NEW YORK STATE G°NG M° QQ COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor (0- QlE THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 5 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WKOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 ,'Orr TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. - THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 !� ):k_ q S_ PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT SUFFOLK COUINTY DEFA. d I EN11 R OF HEALTH SERVICES �C�^+ ,N�pp / G^ SURVEY OF APPROVALOJ6�4+lJiiwi!�'L`o t;,i:"4\:VI,}j�''�KS FOR ►;d A SINGLE FAMIIP(RESIDENCE LOT 11 Date MAY 0 9 9f11A H.a. Ref. Nmp, ODb 2- MAP of The se-Nage disposal and water suppiy'faciSiPieHARVEST HOMES ESTATES &at th;.�,�.^„�,;san 6isve been f I SECTION ONE inspected and/or certified by this Oepastm ®er;cids and found to FILE No. 5337 FILED JULY 18, 1969 be satisfactory FOR A I�RAJ(I U � �E�JROOUtS. SITUATE a SOUTHOLD J` Craig Knepper, P.E., Chief F°Mo°03�. TOWN OF SOUTHOLD Office asfeumaler.Managernertf SUFFOLK COUNTY, NEW YORK 1 J-l•y'9'��n i S.C. TAX No. 1000-63-07-11 3 SCALE 2016A'IIGj N° 69. 4 p0� MARCH 29, 20117 REVISED PROPOSED HOUSE � MAY 19, 2017 STAKE N JUNE 26, 2017FOUND FOUNDATION , + P JANUARY 30, 2018 FINAL SURVEY °f pP`� N AREA = 23,625 sq. ft. O (� Py EpGE OWN ° O 0.542 ac. 0 O Y cN 0 ZR N I d C ' S° `chi O CERTIFIED TO: m 11 INEv-y�J��, o a O J JOHN A. BERTANI 0 � o LINDA D. BERTANI 00Q FIDELITY NATIONAL TITLE INSURANCE COMPANY _< DO Z SEPTIC SYSTEM TIE MEASUREMENTS U cc, °��'F3�cNpo°a� • \ \'\0o. stEPpj\c N��\�`4 P\ HOUSE C a aN0 � HOUSE CORNER CORNER© O W °0N6- a a UDj SEPTIC TANK 49' 17' n `e R°pfP �� COVER Cn W 2 $ e�F\ \ s��� �,E a LEACHING POOL O 69'GA�pO' N o cT�'c�F\0 \ '2� � ,,a S,�OR`l FGP PGE COVER 61' 29' m 6,y� NGS ,-,' _ n J pEOK PREPARED IN ACCORDANCE WITH THE MINIMUM �\ X00 ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Z >- a83 \\ ' HE ED r•Q� FFORTSUCH USE BYNTHEPNEWVYORKNSTATE ADOPTED m ' E�ESS \\ T T1 TITLE ASSOCIATION. D LOr- 1r� _ NO' FARE wp0o EO M LOT �/ c�'p r� 0 o \ 6 6 c r,. C FEB 1 4 2019 150467 N.Y.S. Lc. No. 50467 \� W'LP .' UNAUTHORIZED ALTERATION OR ADDITIOTO TO THIS SURVEY IS A VIOLATION OF Lathan Taft Corwin iii �. SECTION 7209 OF THE NEW YORK STATE 0 °NER OT EDUCATION LAW. L Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 5 (O TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 5 LENDING INSTITUTION LISTED HEREON, AND OT TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 L TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-1131) lonCI08d IVNOIyonag >ISBa01f1`d NV AS a�jCflaObd Models: 14/20RESAL KOHLERPOWER SYSTEMS LP Vapor/Natural Gas 09001GqvenBul �er Features 8W 4 WE srFJyIS X tridard 2 Controller NATIONALLY REGISTERED 4 2019 o One digital controller manages both the generator set F Eg 1 and Model RXT transfer switch functions. o Designed for today's most sophisticated electronics. 4e� ter, w� o Electronic responds quickly t o varying household demand.so � ruiao „� 0 o Digital voltage regulation protects your sensitive distortion electronics from harmonic d rt' an unstable power quality. o Two-line, backlit LCD display is easy to read, even in § Jy direct sunlight or low light. �xN w- ,' A. • Kohler Command PRO Engine Features o Kohler Command PRO®OHV engine with hydraulic U valve lifters for reliable performance without routine valve adjustment or lengthy break-in requirements o Powerful, reliable air-cooled performance The Kohler® Advantage o Simple field conversion between natural gas and LP vapor fuels while maintaining emission certification • High Quality Power Kohler home generators provide advanced voltage and •. Designed for Easy Installation frequency regulation along with ultra-low levels of o Polymer base eliminates the need for a concrete harmonic distortion for excellent generator power quality to mounting pad, reducing installation time and cost protect your valuable electronics. o Hinged, locking roof • Extraordinary Reliability o Fuel and electrical connections through the enclosure �J Kohler is known for extraordinary reliability and wall eliminate the need for stub-ups through the bottom performance and backs that up with an industry-leading o Load connection terminal block allows easy field wiring, 5-year or 2000 hour warranty. o Designed for outdoor installation only • Powerful Performance • Model RXT Transfer Switch Exclusive Powerboost" technology provides excellent o 100 amp ATS with load center is included with the starting power. The Kohler 14 kW generator can easily 14RESAL. start and run a 5 ton air conditioner.* o 200 amp standard ATS is included with the 20RESAL. • Corrosion-Proof Enclosure o See specification sheet G11-121 for more information. The bold new Kohler design is completely corrosion proof, . Certifications U even in harsh seaside environments, and is impact-resistant even at-34° C(-30° F). o Meets emission regulations for U.S. Environmental Protection Agency(EPA) phase 2 small off-road engines • Fast Response and CA 2006 and later LSI engines with both LP vapor Kohler's unique Fast-Response'" excitation system and natural gas delivers excellent voltage response and short-circuit o UL 2200 listed (60 Hz model) capability. o CSA certification available (60 Hz model) • Quiet Operation o Approved for stationary standby applications in locations Kohler home generators provide quiet, neighborhood- served by a reliable utility source friendly performance. o Model 14RESAL is also approved for non-standby (off-grid)applications (18 month or 1000 hour warranty applies for non-standby applications) Generator Ratings Standby Ratings Natural Gas LP Gas Model Voltage Phase Hz Alternator kW/kVA Amps kW/kVA Amps 14RESAL 120/240 1 60 2F5 12/12 50.0 14/14 58.3 20RESAL 120/240 1 60 2F7 18/18 750 20/20 83.3 RATINGS.Standby ratings apply to installations served by a reliable utility source.All single-phase units are rated at Opowerfactor The standby rating is applicable to vanable loadswith an average 1 load factor of 80%for the duration of the power outage No overload capacity is specified at this rating Ratings are in accordance with ISO-3046/1,1355514,A52769,and DIN 6271.GENERAL GUIDELINES FOR DERATING,ALTITUDE-Derate4%per 305m(1000 ft.)elevation above 153m(500ft.) TEMPERATURE*Derate2%per 55°0(10°F)temperature increase above IVC(60°F). Availability is subject to change without notice The generatorset manufacturer reservesthe right to change the design or specifications without notice and without any obligation or liability whatsoever Contact your local Kohler Co generator distributor for aveilabilrty * Check the appliance manufacturer's specfications for actual power requirements Consult a Kohler®Power Systems professional to calculate your exact residential power system requirements G4-210 (14/20RESAL) 2/12a a� r t = 11 Fidelity National Title ra r INSURANCE SERVICES,LLC TITLE NO: F17-7404-104619-SUFF District: 1000 Section: 063.00 Block: 07.00 Lot: 011.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership of John A.Bertani and Linda D. Bertani,his wife,as Tenants by the Entirety and his/her predecessors in title since prior to January 1997 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: May 22, 2017 FIDELITY NATIONAL TITLE INSURANCE SERVICES, C Sworn to before me this JEAN DU A 22nd day of May, 2017 _Q&MMARY B CATALDO VNotPPubliNotary Public, State of New York No 5037569 Qualified in Suffolk County Commission Expires 5- A9A 24 Commerce Drive • Riverhead,New York 119019 (631) 727-0600 0 Fax: (631) 727-0606 0c E ="" Fidelity National Title ne r . INSURANCE SERVICES,LLC TITLE NO. F17-7404-104619-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-063.00-07.00-011.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to January 1997. SUBJECT PREMISES: 1000-063.00-07.00-011.000 Wayne Charles Miller, one of the distributee in Liber 11598 cp 431 the Last Will and Testament of Charles H. Miller, Dated: 07/31/1992 deceased, who died 9/16/1987 in Nassau County Rec'd: 12/30/1992 TO Muriel Ann Dinoia and Karen Grover, as Tenants in Common NOTE: Grantees are remaining distributee of Charles H. Miller Muriel Ann Dinoia, as to her %2 interest Liber 11865 cp 470 TO Dated: 09/22/1997 Muriel A. Dinoia and Richard C. Dinoia, as Co-Trustees Rec'd: 12/02/1997 of the Muriel A. Dinoia Family Trust dated November 14, 1996 FIDELITY N ONAL TITLE INSURANCE SERVICES, C Sworn to before me this JEAN DUVA 22°d day of May, 2017 a' &'O�"MARYB CATALDO of y Publ Notary Public, State of New York No 5037569 Qualified in Suffolk County Commission Expires 1J-ag-A 24 Commerce Drive • Riverhead, New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 l M ,'�' Fidelity National Title INSURANCE SERVICES,LLC Muriel A. Dinoia and Richard C. Dinoia, as Co-Trustees Liber 12882 cp 945 of the Muriel A. Dinoia Family Trust dated November 14, 1996 Dated: 08/31/2016 and Karen Grover Rec'd; 10/06/2016 TO John A. Bertani and Linda D. Bertani, his wife, as Tenants in Common LAST DEED OF RECORD PREMISES NORTH: HARPER ROAD PREMISES EAST: 1000-063.00-07.00-010.000 Mary J. Grigonis Liber 6663 cp 300 TO Dated: 11/21/1969 Richard A. Grigonis and Rita Grigonis, his wife Rec'd: 11/24/1969 Rita Grigonis died a resident of Suffolk County on 01/07/1999, Surrogates File No. 1376 P 2000. Richard A. Grigonis, as surviving tenant by the entirety Liber 12127 cp 742 TO Dated: 06/13/2001 Robert R. Jester and Donna M. Jester, husband and wife Rec'd: 07/05/2001 LAST DEED OF RECORD PREMISES SOUTH: 1000-063.00-07.00-014.000 Anthony Matteoni and Louise Matteoni, his wife Liber 11776 cp 472 TO Dated: 05/06/1996 Barry T. Charles and Barbara A. Charles, his wife Rec'd: 06/03/1996 FIDELITY NION TITLE INSURANCE SERVICES, LC Sworn to before me this JEAN DUVA 22°d day of May, 2017 VD Nota Public MARY B CATALDO Notary Public,State of New York No 5037569 Qualified in Suffolk County Commission Expi6T—Q)--R 24 Commerce Drive • Riverhead, New York 11901 • (631) 727-0600 0 Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Barry T. Charles and Barbara A. Charles,his wife Liber 12811 cp 073 TO Dated: 02/24/2015 Virginia A. Rubin, as Trustee of the Barry T. and Rec'd: 03/20/2015 Barbara A. Charles Family Trust dated 02/24/2015 LAST DEED OF RECORD PREMISES WEST: 1000-063.00-07.00-012.000 Richard Bishop and Belle Bishop, his wife Liber 11667 cp 769 TO Dated: 03/07/1994 Richard Bishop Rec'd: 03/09/1994 Richard Bishop Liber 12463 cp 432 TO Dated: 06/01/2006 Belle Anne Dolan Bishop, as Trustee of the Belle Anne Rec'd: 08/08/2006 Dolan Bishop Revocable Trust as to 1/2 interest and Richard Bishop, as Trustee of the Richard Bishop Revocable Trust as to '/2 interest LAST DEED OF RECORD FIDELITY NA71PNAL TITLE INSURANCE SERVICES, LC Sworn to before me this JEAN DUV 2211 day of May, 2017 No ry Public MARY B CATALDO Notary Public, State of New York No 5037569 Qualified in Suffolk County Commission Expires'6—�QAR 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 REScheck Software Version 4.6.3 Compliance Certificate Project BERTANI RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,790 ft2 Glazing Area 15% Climate Zone: 4 (5572_ HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 HARPER ROAD JOHN &LINDA BERTANI Tom Samuels SOUTHOLD, NY 11971 1380 OAKWOOD RD Samuels and Steelman Architects SOUTHOLD, NY 11971 25235 Main Road Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com b0i© Piliance, Passes.using UIA trade-off Compliance. 7.1%Better Than Code Maximum UA: 476 Your UA: 442 Maximum SHGC: 0.40 Your SHGC 0.13 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 Cont. or 11.1-Factor UA Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,815 30.0 7.0 0.026 47 Ceiling 1: Flat Ceiling or Scissor Truss 1,815 30.0 7.0 0.028 51 Wall 1 South Elevation first floor:Wood Frame, 16" o.c. 564 19.0 7.0 0.041 17 Window 12:Wood Frame:Double Pane with Low-E 20 0.450 9 SHGC: 0.19 Window 13: Wood Frame:Double Pane with Low-E 16 0.450 7 SHGC: 0.19 Door 4: Glass 62 0.450 28 SHGC: 0.02 Door 5: Glass 62 0.450 28 SHGC: 0.02 Wall 2 South Elevation second floor: Wood Frame, 16" o.c. 307 19.0 7.0 0.041 11 Window 14: Wood Frame:Double Pane with Low-E 47 0.450 21 SHGC: 0.19 Wall 3 North Elevation first floor:Wood Frame, 16" D.C. 563 19.0 7.0 0.041 18 Window 7: Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 8:Wood Frame:Double Pane with Low-E 43 0.450 19 SHGC: 0.19 10 0.450 5 Project Title: BERTANI RESIDENCE Report date: 05/02/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Bertani\Energy Page 1 of 2 Calculation.rck Cont.Gross Area Cavity Perimeter Window 10: Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.02 Window 11: Wood Frame:Double Pane with Low-E 28 0.450 13 SHGC: 0.19 Door 3: Glass 21 0.450 9 SHGC: 0.02 Wall 4 North Elevation second floor: Wood Frame, 16"o.c. 307 19.0 7.0 0.041 9 Window 5:Wood Frame:Double Pane with Low-E 38 0.450 17 SHGC: 0.19 Window 6: Wood Frame:Double Pane with Low-E 43 0.450 19 SHGC: 0.19 Wall 5 West Elevation first floor:Wood Frame, 16" o.c. 354 19.0 7.0 0.041 12 Window 3:Wood Frame:Double Pane with Low-E 12 0.450 5 SHGC: 0.19 Window 4:Wood Frame:Double Pane with Low-E 40 0.450 18 SHGC: 0.19 Wall 6 West Elevation second floor: Wood Frame, 16" o.c. 315 19.0 7.0 0.041 12 Window 1:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Wall 7 West Elevation first floor:Wood Frame, 16" o.c. 48 19.0 7.0 0.041 2 Wall 8 East Elevation first floor: Wood Frame, 16"o.c. 48 19.0 7.0 0.041 2 Wall 9 East Elevation first floor:Wood Frame, 16" o.c. 354 19.0 7.0 0.041 14 Door 2: Solid 21 0.450 9 Wall 10 East Elevation second floor:Wood Frame, 16" o.c. 315 19.0 7.0 0.041 12 Door 1: Solid 17 0.450 8 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. MA-S G. �k wtd S && 10 Name-Title Si nature Dake Project Title: BERTANI RESIDENCE Report date: 05/02/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PRO]ECTS\Bertan!\Energy Page 2 of 2 Calculation.rck 60, r SITE DATA SCTM # 1000-63-07-11 PROPERTY: 300 HARPER ROAD ADDRESS SOUTHOLD, NY 11971 OWNER: JOHN & LINDA BERTANI 1380 OAKWOOD RD., SOUTHOLD SITE: 23,625 SF = 0.542 AC Lu ZONING: R-40 z SURVEYOR: NATE CORWIN, LS O PO BOX 16, JAMESPORT, NY 11947 J LICENSE # 50467 0 DATED 6/16/16 3: ll- DWELLING DWELLING DWELLING DONOT PROCEEDWITH INSPECTION ELECTRICAL, � PRAWN UNT L SURVEY I1EQ U RED O USES PUBLIC WATER USES PUBLIC WATER USES PUBLIC WATER OFI~OUNDATION LOCATION HAS BEEN APPROVED. APPIR I'ED AS NOTED #,! a OCCUPANCY OR W rl : USE IS UNUXIFU . lo' x lo' x 5' PEEP TEMPORARY BUlLD1N. DEPARTM TAT WI i ROUT CERTIF CATS I GONGRETE WASHOUT PIT LINED WITH R N To a PM FOR THE OF OCCUPANCY � 10 MIL POLYETHYLENE SHEETING PUBLIC WATER IN STREET r4cz INSPECTIONS: Q ;, ATiON - TWO REQUIRED x28.5x26 6 =� POURED CONCRETE O HAIEl:? " O .A T •,..�uGH - FRAMING & PLUMBING s ; 4SULATION DRAINAGE Ints� cTloros a! _REO ;ED 4. FINAL - CONSTRUCTION MUST Contact 7(9nlneering at' '5-15�e )r.#® re BE COMPLETE FOR C.O. hnt thell, QF?Provide Engin I s Cerci ration W 28.2 EDGE OF PAVEMENT--. 26.5 E,LL CONSTRUCTION SHALL MEET THE th"t thQ dry"nor;,hag beet Ir, ta'ted t Coc!e. 2 f,FOUIREMENTS OF THE CODES OF NEW a FOUND FOUND BROKEN N 69004'00" E �' 1 7 •00 FOUND FOUND CONC. YORK STATE. NOT RESPONSIBLE FOR CONC. MON. CONC. MON. — -C) k\g — _ — — _ — — — PIPE MON. 0.3'W. DESIGN! OR CONSTRUCTION ERRORS. F�,(j!6ER GERTI 3ATI 4 Q \2 O — OI'LEAD CONTEN BEF 3E _ N 69°04'00" E EDGE WO DS p \9 . (A S 69°04'00" W CERTIFICATE O, 3UPAF 'CY C 175.00' Z r z 175.00' SOLDER USED!l� '�1/ATE 3 O N COMPLY WITH ALL CODES OF SUPPLY SYSTEM ;ANN( T M z ?2 yob PROF. 501 L z . , N 0 F � NEW YORK STATE E, TOWN CODES EXCEED b OF / LEA. ). O I DTOGKPI LE ' . AS REQUIRED AND CONDITIONS OF 6.2 0) m z n0 0 O I rn rn z 0 ---� .r. �'INGSOA�RD �•PLUMBII\ a. ALL PLU"Y"B1NG 1` �STE . 0 r------ --------------- ––––––– SQA ES E I k '' y; I'Tl C N.YS Qct v�-- V?ESTII�!G1BEFOR.ES I^ED 5 C � C JVERIN I m cn�, �-<PROPOSED;TVVO STORY k 15, -v O x?RESIDENCE' < �< . ` j. I 10.6' FIRE WOOD C m `y `�,� • �r ad Z m 'y I ;' y j ;X CYT :� {f. . C4 . ,h \i ,-,~;�y :' �; I I 00 Lu !— o r >� ,`z, Y'r ON SKIDS 'FUSS FPLPCRL?.ty REQUi6 ?® , o n z v o >-J--aYom' v '' h ? I 0 _j Y O PORCH I Zl D o D 2 I Z jet I�j I WOOD O I m w –t 3 X z m W m �GJCJ DEGK I m � w• 0 � Lo ------------- ------_--------------J I Q N M O ' fm K) C m L w• N = a U ^ rn ~ N>_n \9 I Q F--• v Vzz -11 � `)' Crt Ui r rn (n 0 I 28 g EDGE OF WOODS I O O 89 HEDGE j I y , ` OF Nsw . FOUND k HEDGE CONC. MON. — — — — — — • — — - — — — — — — — — FIRE WOOp�, �;� �,c u, �-�— FLOWER BED FLOWER BED FOUND CONC. F FLOWER —�'� MON. 0.3'S. BED LATTICE FENCE m -~- S 69004'00" W 175.00' - O LOT15 LOT > 3 PROJECT NO: 0 • 1613 DWELLING LOT 4 DWELLING DRAWN BY: USES PUBLIC WATER DWELLING USES PUBLIC WATER CHECKED BY:TS • USES PUBLIC WATEfP DATE: 5/9117 SCALE: 1" = 20' - 0" SHEET TITLE: SCALE: 1 " = 20'-0" SITE SEE SURVEY FOR ADDITIONAL INFORMATION, I NGLUD I NG PLAN 5AN I TARP 5YSTEM5, PRA I NAGE AND ZONING SHEET NO: PERMIT SET •� STRUGTUR�L RSV I�V�l BY STEVE M,�R�SG� P� WIND-BORNE DEBRIS PROTECTION FOR OPENINGS OT - FOR WALL OPEN I NCG PROTEGT I ON OF 120 MPS+ 5-SEGONID loll ND GU5T5 - 188-0-7 WEST MONTAUK H I GHWAY, HAMPTON BAYS, NY I I cI46 ( MAXIMUM MEAN ROOD H�I GST: 55') SIMPSON LSTA - 20 GAGE P�0� `� 6�1 -72a �4`�O RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY N V EWIOF STRAPE a EACH . CLASSIFICATION • DESIGN CRITERIA: \ . - ICE: SHIELD UNDERLAYMENT SHUTTER ASSEMBLY � ` � 51N6LE FAMILY RESIDENTIAL DESIGN IN ACCORDANCE WITH I REQUIRED - 24 FROM EDGE AMERICAN N.T.S. FOREST PRODUCWOOD OOD FRAME FOR PANEL SPANS: O < 4'0 WIDE SPAN �- CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE e � e 1 � 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 \ HEIGHT PRESCRIPTIVE METHOD \ i (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF ii( 1 e HURRICANE CLIP USE -O MAX I MUM GROUND SNOW LOAD - 45 PSF. ASSEMBLY: - I I SIMPSON H5 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I 1 FIRST LEVEL - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. Z WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I 1 ° CLIP NAILED. FROM BEDROOMS - 30 1=5F. L.L. RAFTER TO STUD. - WIND SPEED - 150 MPH UJ #10 TEE NUTS ATTAGHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) I I TYPIGAL ALL RAFTERS FIRE AREA MACHINE BOLT 0 12" O.G. a�' I 5 - 8d NAILS EACH END RSIDNG X SEISMIC DESIGN CATEGORY - B La 0 WEATHERING - SEVERE _ APA RATED PLYWOOD TOF. EXTENDTO TOP OF TOP PROVIDE 8d COMMON FR05T LINE DEPTH - 36" NAILS a 4" O.G. AT U) D - I EXTERIOR ED&E OF ALL TERMITE - MODERATE TO HEAVYSHEATHIN6. Lu 0 •'� I TYPE OF CONSTRUCTION DECAY - 5LIGHT cl) CONVENTIONAL LISHT FRAME MOOD ICE SHIELD UNDERLhYMENT REG2UIRED - YES � 1 e GONSTRUGTION uj I W I LTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' 00 GENERAL NOTES O I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE WE CODE, AND THE NEW YORK STATE NERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. FLYWOOD SHEATHIN6 CONSERVATION CODE, AND LOCAL AUTHORITIES. G. I I 1 TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Q I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. I I I I I 1 1 �'_51MP50N M5T2 7 aj = 1 1/2" WIDE - 20 &AGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. 1 I' 1t, Ir 4. CHANGES PRIOR TO AND DURING CONSTRUCTION. ui O 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE M /� ® �,/ I I DESIGNED AND SPECIFIED BY OTHERS. SHUTTER A S S E 1 YI ®L i I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL I 1 I I I I STUDS®Ib" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. I'1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 3: N.T.S. I I " 1 5BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN " . FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I �" I� I°I j ' 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 I6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I I 1 I WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 2x4 STRONG-BACKS @ 24" OG 1e�'� Ion' AT�ANGHOR BOLT-----\SILL 4 - 8d NAILS FOUNCONSTRUCTION TON HASAND BEORDERING DESIGNED MATERIALS. SOILTHIS A. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I I 51MP50N M5T2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 I/2 WIDE - 20 SAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WA5HER5) GALVINIZED OR I I METAL STRAP 048" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLE55 STEEL WOOD 50REW @ 12" O.G. Ie' CONCRETE SLABS TO BE COMPACTED TO g590 AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR NAIL SHEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otf Z . 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °::a Sd N SHE THI O.C. RELATIVE DENSITY. c #10x3" (w/ WASHERS) GALVANIZED OR STAINLE55 STEELW 14 WOOD SCREW a 16" O.G. � ALL HEADERS 60 FT IN LENGTH AND TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ��F+ N < o4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR •::�„�.,!;t�,ti; 2 x b SILL PLATE . . D OVER. #10 TEE NUTS ATTACHED TO BLDG. IN/ #10x1-I/2 ( W/ WASHERS) - }' : ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY MACHINE BOLT a 12" O.G. " Y'' �' BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. J o w- '4 .;�: SEE FOUNDATION DWG. '�:;�ti.,•`.r Q O:° :._.; �;.,�: MINIMUM OF 2-2xco8 OR AS SHOWN ON DRAWING. co y FOR DESIGN. Z4, 5/8"x I2" A.B. ®48 W " 00. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W .w z a ;,.�w:�r•,.r: w/ FENDER ASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT -- w U. WINDOWS - GLAZED OPENING ::'•':..;�:�; PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w =2 ? LLI cl. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED s a N o PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N= IN ACCORDANCE WITH LARGE M1551LE TEST OF v ASTM E Iciqb AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS GORES AL50 APPLY TO ACCESSORY Q �- . CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED W I NDOW5. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NGS. STRUCTURE DESIGN. um PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH N cf) • HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RE5PON51BLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`r58G CHAPTER #2504.ci.6 TH15 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0NEW NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" Jr `�' ��E a5oA DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. - p BETTER. INTERMEDIATE. 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h RAFTER/TOP PLATE 3-I6d (TOE NAILED) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1613 AND WATERPROOFING SHALL BE BY ARCHITECT. 0(10 0 CEILING J015T/TOP PLATE 4-5d (TOE NAILED) 3. ALL 5U5FLO0RIN6 TO BE APA RATED STURD-I-FLOOR, DRAWN BY: ....................................................... CEILING J0I5T/PARALLEL RAFTER 5 o (FACE NAILED) EXF05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE �J'�' jchqCEILING JOIST LAPS OVER PARTITION '7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: 6ABLE ROOFS BLOCKING/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: o �Io RIM BOARD/RAFTER 4-I6d (END NAILED) WITH DOUBLE UPRIGHTS, cf -O AND OVER WITH TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 5/9/17 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) a p STUD STUD 2-I6d FAGS NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEOrRGIA h / ( L HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDER5 �4ND 0 @ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE SHEET TITLE: 100< 0 X45 BOTTOM PLATE/FLOOR JOIST 3-I6d (PAGE NAILED) L VE BEARING STIFFENERS INSTALLED p ............................................w JOIST/SILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWIN65• BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"' &ABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR lo° o (30 0 109 o <'45 0 LEDGER STRIPBEAM 4-I6d (FACE NAILED) "I. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF NOTES & JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS"® 4' O.C. BAND JOl5T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16H PRESSURE ZONE - b O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 5 o (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY loo o <,50 0 PLYWOOD ROOF DECKING 8d @4" O.G. EDGES, 08" O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12 11 O.G.. SHEET NO: PLYWOOD WALL SHEATHING 8d 04" O.G. EDGES, @8" O.G. FIELD cl. NAILING 50HEDULE SHALL BE AS PER THE N.Y.5. PO TIONS OF PANELS INVIDE 6d NAILS a 411 HIGH RE55UR ZZONES INTERIOR PLYWOOD SUBFLOOR DECKING Sd ®6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE = a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. I all-III, 41 33'-8y2" 48--2y2" 14' I 24"x24"xl2" POURED GONG. FOOTING I w/8x16" G.M.U. PEDESTAL w/(2)#4 ui VERTICAL REBAR (TYP), OR 12" SONOTUBE SET 36" INTO GRADE ..M, +- - a- - - - - - - - — � —a - - - --_- - - - -I- ,. - - +B+ .Y.::. I I I I t I I (3)2x10 GIRDER I .". 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STAGGER TOP 8 BOTTOM ------------------- ----_---_----_----_---_----_-- -_---_----_-- ----_- -------- ------- --- --- --- - ----------- 1 '•:i.:u� 'v`::,'T :,W:i':. ;..••l:. raj.:!. .� ..;,., ,;}: ;ti:;y::r. .`/•: ,ti.•c••. c. :.�:.�e`..s.+.' .:...'•.: {.• ••..'. .J F�V�s�1• ..-+�r }...�, 'i:•w' ./ F•i';i ,�j,•yll .'ti,•:i•.: wt :•a:� :.� .i' �'.0�.: - I ...!.r. :�.n. •rV� .� ;'-4; .1..^F` .�':.• ' ....:• '•,.r. ip.1�' t.4•.� .4' ... .. •,,•, f•.ti.a.a,. _ .•,•.^ •.r.. .�... :f... •'lu'ay ••i'. .ti '!::Hr.f.":`•''••.::' '•,. :4.! �.;;.• .•�•�.: •.,;�..ry:l.,"f+'••'.'�a=•..a.�i :, .•..-•.•.��,.•:.:--s •:.-�• `:' I :,I ® ; ; r---------------- ---------------L ---- -------- - -- ------ ------- -�Ha. r------ ,----------- -------= I J SM II 1 (2)#5 CONTINUOUS REBAR, TOP OF = I 13 I I I I6 I 13-4y2 i ; i WALL I .<.. 2x10 LEDGER w/Y4" TIMBERLOGK SCREW /e x 12 ANCHOR BOLTS ®32 OGUJ C - ------------------------ ------------ ------- -_®I6ST,4GGER TO_P_4 BOTTOM------ ---------J . 1. I > I C/ •,r. .,. :.`�•• .. ;y. ..+.r. ...•.,�,• .:, ').: :,;,., >.• •..' ;n. .y.n ,.. •,.-. .. �,.�.;: • .� :!•••N' i I I I w/3x3xg1(b METAL WASHER 12.. I „-•�• �.,•M•�.�i=:-. �.�•�rS.a'. .•!L:;.�•-a•"�:�+;•.Y t��. .,�f� �` �^'••+{-•y'+GL' •r-,_..�.,�;'S�Li..Tri'- ..1--•.,Cs-r.�;'..',�',f�. ,:f,.. ;,�, ,•,f AI!•. �f,.' _ _———— fav ..• .. ''' I ,v 7•• t' ..f.l-. v, n.�-'•f.•f• :.Z•,;,•'.r: :t .• :�.v., r'7 ..T� �,..v.r .�ri.�s•^ ,i•: ,1..' y'l�.:v�•:''. •rt'�4i.:.:. I'..•.�. :..�a'. i ---_ -- —;' ���.�__ L'`. • I _� �� I I I I II I s.. I FROM EACH CORNER Q 1 ------------- '---•----- r: r----------- -X- "7— IN -i136x80X1 ____----- _N > >uP -.I _-'3- 1 II I y2 `\ ui O 8,45MNT I ' 'Tn•. *..L \ � 4" THK. POURED CONCRETE SLAB---- ---------- - -- - � ON COMPACTED SUB-GRADE, i I I O \ 10" THK. POURED GONG. FOUNDATION WALL w/#5 REBAR w/6x6, #10/#10 MMUP/ ( I ISTAIR w/WOOD ADS I @24" 0/0 EACH WAY, w/36" SPLICE &ALV. STL. STRING R5 I I I i 7'-1�2" ~ 14 8 I ~ 15 5 ~ 13 7 i i AND PER SPECIFICATIONS, 11 - 1, - w/LIOUID APPLIED DAMPPROOFING L > I i 141-1011 L, =1 = i--- ---L i J WI2x35 (TWO SPAN CONTIN•) I I I — —I— _N12x�5� L^4 SPAN OO{T.N•ZI= ;:`.•'r' I I f -'�'�— —��F — --1 — — — —jam=— '• I — C(m J I I I DROP TOP OF BRACE TO SUPPORT 1 Q r L•� „ � I GIRDI=R r i IL - - - = � � ---1-- x36 x18 UREIID a t — to —1 ., NG. PAD w O.D. 1 I I I ` I I I r I 5 L. PIPE GOL MN 1(TYPJ •'•; I N i ; UNEXGY,hTD / i ': i = 3��0'� I I YELLOW PINE STAIR I _ I I I 1 I I 1 ::r: I f. „ I t I I w/RAILING5 PER CODE I 1 I I I - I y 10 xl8 POURED GONG. FOOTING ILLDR /� I f I - I �1 SET ON UNDISTURBED SOIL w/(3)#5 ------- 4" f CONTINUOUS REBAR �S Z t THK. POURED CONCRETE SLAB i i— — — — I �- — — - I I- m I I > I ( m I - . :: I W ABOVE, ON COMPACTED I �.. I I � II � I - -I _ 1 I ( � ��.: I C' `* I .�.'.: I � I r --� I r �4 ' SUB-GRADE, W(ox6, WI.4x KA MM I 13 I ' 'I ' ;21 T --I'� 1 I I I I I I I II � Y 1 — r �I� 8° LVLT I •.�; I p N c0 - - — L _ (3)11-7 VL — — y a 1 I LS moi= – –—3— 1- r El wJ• WZ3 Q I I I I I I I --1-- I 1 `\ / �I `� I I\\ % 1 i / I I uj % m LLI• In c 1 I I I I I ------------- ------ ------ � Q N C9 m I �•i I III 1 I I \\\\ / IIII =\`�V \\' / i'/ I I W• N U rvi I I • ^. I II 1 I ( II \ / JI \`\ i'i I i.'• I Q F-• V II I ------- ---- ----1 I------ -------- ------- -- ----------I HIjQ L �)II-'7/8" LVL - - ...• . 1- - ` — —� I m \\•X•'/ r~ I. I - I '�' :� �- r•.i r +'r'�:: f• I '.: .;r� r; i , �. ;r;..•:.,j,:t ;`1j::.`.;;;'..;: >.' 1- — — — — /moi �\\ I 4 I R. 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(�� :E,/{� L-------------- --- --- ---------------- ————— --------—�-— ---- ---------------. --„..--- --- ----- ----------------- J �� cdl co LVL = 1-3/4” x II-'1/8" MIGROLAM PR JECT NO: 1613 DRAWN BY: TS CHECKED BY: 26'-O" 4'-IV:2" All 5'-Oy2" 6'-5y2" b'-5y2f� I 10'-5y2" 10'-by2° I DATE: 5/9/17 SCALE: 101-0" 121-111, 12'+0'1 21'-0'1 1/41111 = 11 - 011 SHEET TITLE: B.A S' M E N I T P L A I'mm SCALE: 1/4" = BASEMENT PLAN SHEET NO: 14'-2" 20'-0" 4'1'-a" I .00 3y2„ I 14'-3y2" 18'-6" 13' q 11 .1 , w., Lu 20'-O" I 14'-O" setback Ines 6x6 POS w/POST CLAMPS T 8 �•. BOTTOM, CASED Z LLJ rl" O (3)2x10 CASED (3)2x10 G SED _ -------- -------------- ------------------ ----- H i �"- - -- --- -- ----- - -- -------- I I DEGcl) I I IPE DECKING ON TR. I O Q1 SCREENED woOD FRAMINGLU PROVIDE SCREEN/STO M ENCLOSURE OF i COMBINATION DOORS, FAINTED. INSTALL i it dl m u1 PERMANENTLY TO DEG 4 PORCH COLUMNS i Oil tu =j NII i (3)2x6 P ST - W ry d i i v N i 1 i BBQ j TW3 52 EXTERIOR WP�LL .9 V I I 5G EEN `I CW135 CW135'' FWG 080 FWG 080 * PROVIDE 5HINSLE SIDI S ON 30# BLDG. cV 0 O i i �I: ORGH _ - R PAPER IN 5/a° PLYWD. S EATHINS ON N i i IPE !D I I I = I 3 I I , , 2x6®I6" WOOD FRAMIN m ry ECKING ON',TR ---� o Dw� ----- Fm R/F _ Q WOOD FRAMING ; cn I I 1 I - DIRECT VENT GA =ry F I REPLACE INSTALL D ` W =ry I i POOO PER '50.DIRE TIONS TW2 310 I FWG 0611 . - "" I I = 04Lu AlIkAft 5� xl_ _HD I I O 5 ER o iv = I i i _ I �0 BEPROOM _ =ry a r � � � ��T Ci��� � L I w I fl FLOOR ROOM woo Loon � O m WOOD FLOOR p 1 I �p ui Q M ovens i i co I M ---I 1 i PROVIDE WOOD STAIRS 4 Q ROOM/ I , 1100 RAILIN 2 I OPP I GE r d L (3)11-'1/8 LVL FLUSH 32x80 I i O ...p p - _-- _ 171_8_ LVL FLUSH m I _ _ - - -- I + - ry ---BAR _ O _ p Q 1 I i Q - GL. i- I a-_3y2„ 3'_3 -- NALK-IN = ryL ------------------- � GR�GE i _ ________-- = WALK-IN ry ZAEOV en to 1 4" THK. POURED CONCRETE SLAB i —1_ ' m �j = CLOSET �s+�o �o CLOSET Z --------------�--- ON COMPACTED SUB-GRADE, 32x80 — GOATS t" - U w/bxb, W1.4 x W1.4 MM - - N Q• M o � = Y IX I PR VIDE S/8" "X" GYP. BD. AS I i i I Li a Al _ ® - i RE V FOR I HOU FIRE I i O i ~ 7CJC L2s b W -1• z } " p p rn I 5E ARATION BE EN HABITABLE 1(d — I v I O I I �o o+ m °°° '= a Z Lc X I SP GE AND GA E I _LAUNDRY i 0 i r i I �p I - 28x80 - �__ O ry 1 i I TIL'E LOOR I z I OO - i i POYEIR - M ~ a o 5 ' 1 i WOOD FL ORD `DI _ 1 * W. N = M I I rN;OD FLOO _iu I I � , Q H• D x � - I I IIS ry ' - _ - - M 5TER BATH ( )LVL FLU52H _ry CO (n. - -------------- - - - --� I 3 2xl HDR wasLIl, -r- R 1- TW2 310 I - I O ry Q%v PROM PORCH =ry � HH TW2 310 M 310 I to �x x STONE ON SLAB - 2'-I0y " • setback Ines 1 -—------------ - -- { 2�t (3)2xIO HDR ---------- TW1846 TW 46 TW1846 TW2052 TW3 52* TW2052 - - - - - - - CN l i r 7'8y212' O" 12' O" 6'-O" 2" LVL = I-3/4" x II-'1/8" MIGROLAM PROJECT NO: 1613 �y2„ 2 �y2„ �y2„ 23y20y2„ DRAWN BY: 6'-O" 6_011 10'-6" 10'-6" TS 404 11 CHECKED BY: �, DATE: 26 0 10-0 12-I I 12 1011 21 -0 5/9/17 SCALE: ' 1/41V = 1' - 0" 8I'-II" SHEET TITLE: I FIRST FLOOR PLAN SCALE: 1/4" = V -0" 1788 5F INTERIOR HABITABLE SPACE SHEET NO: I I <( Q'-Sy2" ( a'-Sy2" Root-: ui ASPHALT ROOF SHINGLES ON 50# BLDG. ,y2" ( sy2�, 0 PAPER ON 5/4" PLYWOOD DECKING ON 2x10®I6" ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING Z 0/2" sy2„ p O Lu O c ) I 1= co _ w TVV2 1052 —1612 1052* o I (5)2x10 HDR li Q I I n O r C i i p` Lu VELUX I riti _ _ dl Q. IN j 046 i i rt �. a� UST = _ Q ——— ———— 1 v 0Y -- Lu �' I ii ° , BEDROOM Lu O V__ O PROVIDE O@I WO D FLOOR II x l x WEATHER- ,. x N � - ■ r ■ uj 0 t^v 1 1^y STRIPPED 4 N � '- INSULATED DOOR +�o -, - 0 I I ' GUEST GUST_ _ co co JL cq BATH _ o �o TILE FLOOR - ' TILE FLOOR = -d)' I I I=�/5" LVL R0_61= 1 NEN ,� y°} - + in - I CD DN v w 1 I �Ilop _cli LVL RIDGE of - - - -- - - - - --- - - - n to I = 0 � � w I oiry �' ( �o ��� in d) UNI=INISHF-D INI 'r = N ' Iry 1 =ry otS z- x II _ I 30x80 1 ATTIC m -O O DN a' NO FINISHES. PROVIDE 5/4" PLYWD. 5UBFLR. wl ' IY fA N q x I IR GUEST al & o N , lo- BEDROOM % = w —�• W = W / m ii0 WOOD FLOOR i = a z a 10, i r a o 4 cv I L,4 D I NG 1 cLv r i g W. N = M in WOOD FLOOR I Q I-• v 2x10_ 2xI0@16" R.R. 2x10@16" R.R. ' _2x or (3)2x1 HDR 2x5@ I6 C..I. IF W12 48 _ :1P,0,f2146 i li 1 it = (2)2x1 HDR TW2052 TW3 410* TW2052 �� O F" c 0. Sq t��`:. -- I Oar,r� b01% E (%Aj imm D F LOOR EP L AN LVL = 1-5/4" x 11-7/5" MICROLAM PROJECT NO: SCALE: 1/4" = V -0" (2)2x5 = MINIMUM HEADER 1613 '1002 SF 6'-0" Io'-6" l0'-6" DRAWN BY: TS CHECKED BY: 12.I2�� ,_ 2_5y DATE: 14 1 2 5/9/17 5y2. 5y2" SCALE: 1/4" = 1' - 0" 21'-0" SHEET TITLE: I SECOND FLOOR PLAN SHEET NO: Lu ROOF: }' ASPHALT ROOF SHINGLES ON 50# BLDG. Z PAPER ON 5/4" PLYWOOD DECKING ON UJ11L HIF, Q VELUX 2xIO016" ROOF RAFTERS. PROVIDE J CONTINUOUS RIDGE VENTING O TW21052* TW21052* I 21052* 5046C) cl) _2nd SLR------------------------ Lu O - --- --- GUTTERS: 0 PROVIDE 4" K-STYLE ALUMINUM -- ---- LEADERS ON BOTTOM EDGE OF EACH ----------- ------------------------------------- ------------------ SLOPING ROOF, CONNECTED TO V) DOWNSPOUTS AT APPROVED LOCATIONS W Xl , SCREENED P Q TW3852 I i; :: , ORGH: 80 `% ; r<_ .;:? »: ? : ?.<... ?`'> fi.;..:; :> :,:, :.;." ;.. PROVIDE SCREEN/STORM ENCLOSURE OF O COMBINATION DOORS, PAINTED. INSTALL PERMANENTLY TO DECK 4 PORCH COLUMNS D 0 0 0 D 0 a --------------------------- ------------------------------------------ - --- - ------' - -------------------------------------- ------- ------- ---- ------------------------------- ---- --------------------------------- ----- LAJ _ uj Q II- -II i I i i M I II CX14 II I MASONRY FOUNDATION BEYOND I I I II I I I I II III L I I I I I I I I I I I I I I I I I B5MT SLAB ---------------------------------- ------------------------------------ -------------------------------------------------------- ----------------- ----------------------------------------------------------------------- L-----------J---------------J-------------------------------------------- -------------------------------------------------------1--------------- -------------------------------- -------------------------� NamblL A %a-J-0 0 U 1" H E L E VATION PROVIDE ICE-AND-WATER BARRIER UNDF_R ROOD: SCALE: 1/4" = l' -O" ROOFING TO PREVENT LEAKAGE DUE TO ASPHALT ROOF SHINGLES ON BO# BLDG. SNOW 4 ICE BUILDUP PAPER ON 5/4" PLYWOOD DECKING ON 2XIOQ16" ROOF RAFTERS. PROVIDE otf Z CONTINUOUS RIDGE VENTING NQ• M O1 Ar CC r J G• Li Q F >- W J• 'L-L), Z W Q Q Z lL PROVIDE ORNAMENTAL 5HINGLE5 IN2 TWO GABLE ENDS W Q NC9 w N W• N2M Q �-'• U m TOP FLOOR OVERHANG SECOND FLOOR BY 6" PROVIDE PVC FASCIA, SOFFIT 4 FRIEZE V) to BOARD PER SECTIONS, 4 ORNAMENTAL FYPON DENTIL MOULDINGS ® 12 O.G., "SMALL -JLILIL BRACKETS" PER SPECS TT lu T - 11 205 LTw38410* 205 EXTERIOR TRIM: PROVIDE Ix PVC, TRIM, Ix5 w/Ix4 FASCIA 4 Ixb 1 -- IFRIEZE BOARD, AND 12" SOFFIT WCONTINUOU5 TW2446 TW3046 TW2446 a VENT WHERE REQ'D. OF N E U1�3.. �'eRPJ oe --------------------------- ----------------------- GARAGE LOFT ------------------------------- ---------------------------------------------------- ---------- ------------- ------------------------- STAIR LANDING SHINGLE SIDING: IE —ILL PROVIDE PRE-STAINED WHITE CEDAR � , ' -L LE SHINGLE5 BY MAIBEGK OR EQUAL, ON 50# BLDG. PAPER ON15/a" PLYWOOD SHEATHING TW24310 M Tflf� PROJECT NO: ri., ]--= TW3852* TW205 I 184 TW2446 184 ON 2x616" FRAMING w/BATT INSULATION lz 1613 DRAWN BY: 24310 TW24310 ORNAMENTAL VINYL SHUTTERS, .�.S PERMANENTLY FIXED. SEE SPECS CHECKED BY: ------------------------- ----------------------------------------- - N---- ------------------ ------------------------------------- --------15t FLR DATE: 5/9/17 FLARE SHINGLES 3"x24" AT ALL BOTTOM GARAGE SLAB ----------------------------------- DGES, EXCEPT AT PORCHES/DECKS SCALE: ---------------------------------- --------------------------------- PROVIDE 10" k+DE PVC PILASTERS i SHEET TITLE: I I I I w/RECE55ED f4,ANEL, GAP 4 BASE I i i MOLDING. PROVIDE IxIO HEAD CA5IN6 j I w/GROWN MOLDING MASONRY FOUNDATION BEYOND I I I I ELEVATIONS I I I I I I I j -----------i i i i L_______ $5MT SLAB --------------------------------------------------------------------J7------------------------- ----------------------------------1---------------1---------------- --------------------------------------------------------- 1 L-------------------------------- --------------------------------------1-------------------------L------------------------------------------------- --------- ------------------------------------------------------ SHEET NO: H E L ERVA I Aorl IM SCALE: 1/4" = V -0" ROOF: ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON 5/4" PLYWOOD DECKING ON 2xI0®16" ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING Z TW2642 TW2642 ui EXTERIOR TRIM: AdmolL J PROVIDE Ix PVG TRIM, Ix5 w/Ix4 FASCIA 4 Ixb Ll O FRIEZE BOARD, AND 12" SOFFIT w/GONTINUOU5 Z VENT WHERE REOV. ---------- ----------------------fin-- R (n :3 son O LJJ u) SHINGLE SIDING: t/') PROVIDE PRE-STAINED WHITE OF-DARW r SHINGLES BY MAIBEGK OR EQUAL, ON TL BO# BLDG. PAPER ON V PLYWOOD TW2446 --:< SHEATHING ON 2x6®16" FRAMING TW3852* TW3852* w/BATT INSULATION1 : :;:Y.:.:' IPE DECKING ON TREATED WOOD FRAMING Q `'"" v4/PVC GAPS AT EDGES O X.- --------- --- --------------------------------------------------------------------------------------------- ------ ----- ---- ------- s - LR- LIJ a 17 IM Q UJINN UJ 0 MASONRY FOUNDATION BEYOND M 3: 1-----------------------------BSMT SLAB rj---------------------------------------------------------------------------------------------� --------- L----------------------------------------------------------------------------------------------j W E S T E L E V" ,A' T I Ift mo SCALE: 1/4" = 1' -0" off z coCa• "' " M r CC r m r F O rO W -J• Z WQ Q Z LL W• U W NN W• s M U to a H• U GUTTERS: PROVIDE 4" K-STYLE ALUMINUM LEADERS ON BOTTOM EDGE OF EACH -- SLOPING ROOF CONNECTED TO pF NEW TW21052* TW21052* 1 DOWNSPOUTS AT APPROVED LOCATIONS '�i ------- -- -----------2nd FLR _ GA - GE ATTIC n � •, � 01�3M0 C� y �V' PROVIDE 12" EAVE EDGE RETURN '.,.= ACROSS GABLE ENDS TYP. w/PASGIA 4 SOFFIT TO MATCH PROJECT NO: SCREENED PORCH: ;' > * ' 161 y ;/ 3 PROVIDE 5GREEN/STORM ENCLOSURE OF COMBINATION DOORS, PAINTED. INSTALL ;:; : � DRAWN BY: <, ?V' PERMANENTLY TO DECK 8 PORCH COLUMNS ;>: . r;:> ' (2)a x� UN-INSULATED STEEL .:; J, TS ;:; ,... : :::'• OVERHEAD GARAGE DOORS BY v CLOPAY, "GRAND HARBOR", 5ERIE5 CHECKED BY: TWO. SEE SPECS ------ ------------ - ------- -- ------------- IstI=LR- -- ------ - ------ ------- - --- DATE: 5/9/17 ----------- --- --- SCALE: 1/4" = I1 - 0" i SHEET TITLE: MASONRY FOUNDATION BEYOND ELEVATIONS 55MT SLAB r----------------------------------------------------------------------LT---Lr-'-1 -------------- L----------------------------------------------------------------------L----L-J SHEET NO: EAST ELEVEA" T101ftmo SCALE: 1/4" = l' -O" PROVIDE METAL 5TRAPPING AT ALL RAFTER uj TO RIDGE CONNECTIONS AS PER CODE. PROVIDE FULLY VENTED RIDGE Ao Ah Z uj TOP OF RIDGE -- ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER J ON g/4" PLYWOOD DECKING ON WOOD FRAMING Q co 12 4-1/2 Lu-ryO /�/ \\\ \�\\ ♦^ 6-I/2 ,i' v♦ PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING A5 PER CODE. W 2nd FLR. TOP PLATE \ \ Q - -- 1x8 PVC FASCIA OVER VENTED PVC O SOFFIT W/Ixb PVC FRIEZE STAIR LANDING TOP PLATE VINYL GLAD WOOD WINDOWS W w/INSULATING 6LA55 8 PVC SILL 4 uj a CASINGS Im < -7 /%'�// ,�� 57AIR SLI.. GUEST \\\ \\\���\ WOOD \� FLOORING ON BLDG. PAPER ON C ' 3/4" PLYWD. SUBFLOOR ON TJI FRAMING 0 STANDING SEAM ALUMINUM ROOFING ON 30# „ LINE OF MAIN ROOF \ \\ PER FIRST FLOOR PLAN. PROVIDE uj�,'� FRAMING BEYOND �\\\ ���\ INSULATION BETWEEN FLOORS M i BLDG. PAPER UNDERLAYMENT ON 5/4" PLYWD. ,�' , dJ DECKING ON ROOF RAFTERS ®I6" EXTERIOR WALL FRAMED w/2xbalb" Fm STUDS w/s%D" PLYWOOD SHEATHING, 2nd FLR. 5UBFLOOR �/' —____ _ BUILDING PAPER AND WHITE CEDAR 3 12 ,' SHINGLES PER SPECIFICATIONS Ist FLR. TOP PLATE STAIR LANDING SUBFLOOR _ --- - f Ixb PVC FASCIA OVER VENTED PVC. SOFFIT w/Ixb PVC FRIEZE BUILT-UP HEADER CASED WPVG. V-GROOVE PVC PANELED SOFFIT w/Ixb SEE PLANS FOR SIZING PVC FRIEZE BELOW V-GROOVE PVC PANELING vi/GROWN MOLDING AT PERIMETERI / I/� _ L I V I I r--7 ROOM � VINYL GLAD SLIDING GLA55 DOORS Z OPEN TO KITCHEN w/INSULATING 57LA55 4 PVC CASINGS N Q• i WOOD FRONT DOOR w/SIDELIGHTS u1OYi� a r BLUESTONE PAVING ON 4" THK. GONG. L1J -1. w z 3 x IPE DECKING ON 2x10016" TR. WOOD ~ a z LL SLAB PITCHED TO FRONT DG FRAMING. SEE FLOOR PLANS FOR n 11J• � � L o REINFORCE w/6x6, 2.0x2.0 MM CONFIGURATION ,'1 cj a 2 a Ist FLR. 5UBFLOOR •� ri„��';�:tom:3t'�f•.N�••�•.1:Yr.•J�:jil"•' v.'y:.�-I•�'1t!� ...' � � �� TOP FOUNDATION ' +` PROVIDE WEB STIFFENER AT EACH TJI � \ \ \ \ \ \ \ \ \ •}Yx*/ / / / /\ c.'`•y � -1 LOAD POINT (TYPICAL) STL. BEAM 4 COLUMN ��• • \/�\ /�\ /\\�\ .,�s,� \\ \ \ \ \ , .?i"� L MN ON GONG. 4i " 8" GONG. FOUNDATION WALL ON Y.V=`'� / GONG. FOOTING w/(2)#4 REBAR FOOTING PER PLANS '`t \/ \/ MASONRY PIER FOUNDATION I? I }-Q � TJI FLOOR FRAM .,� INC PER PLANS w/R-30 BATT INSULATION \\ \\ \ r \\ \\ YELLOW PINE STAIR TO BASEMENT 1V w/HANDRAILS PER CODE � SM (VT "` PROVIDE LEDGER BOARD ATTACHED TO BOX BEAM w /s/a LAG BOLTS a 32 0%. PROVIDE , �35`�• s •'�' •{` GALV. JOIST HANGERS ,ice i� r \ \\ ' \ \ \ . ,_ C 4" THK. GONG. SLAB REINFORCED L ,;.3`i% \ PROJECT NOO .:y. / 10 THK. POURED GONG. FOUNDATION WALL w/#S 1613 w/bxb, W2.OxW2.0 W.W.M. L +. s.. :: REBAR ®24" 010 EACH WAY, w/36 SPLICE AND PER SPEGIFIOATION5, w/L►QUID APPLIED DRAWN BY: �/ //// 'R, / DAMPPROOPING TCS `a;#•'' \ \ a'•;h S• t TOP FOOTING -.ti- ;:•�:: CHECKED BY: / \ \ \ \ \ 4 :k'?::' \ \ \ \ \' 10"AW 18 POURED GONG. FOOTING w/(3)#5 REBAR / / DATE: 519/17 /\// \ /\/ \//\ \ \ \ \ \ \ \ SCALE: //\ \ \ \ \ \ \ \/ /\\/ \ /\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\� 318" = 1'-0.. / \/ ice//, //,\//\\//\//\//\// /\//\//\//\//\//\//\//\//\//\�. Y/\\//\\��\/�\ \ /\\/\\//\\/\\/\\/\\/\\/\\/ SHEET TITLE: BUILDING � ,BU �mLD H %ot2o"ll s t E 0 N,- - SECTION SCALE: 3/891 = 1 -0 SHEET NO: PERMIT SET uj PROVIDE METAL STRAPPING AT ALL RAFTER 0 TO RIDGE CONNECTIONS AS PER CODE. Z TOP Or RIDGE - - - - - - - - - - - - - - - ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER 'J ON %" PLYWOOD DECKING ON 2x10®Ib" ROOF Lj O RAFTERS F... 12 ID � uj PROVIDE HURRICANE CLIPS AND ALL REOUIRED Q 0 13'-0 STRAPPING AS PER CODE. i W 2nd FLR_TOP PLATE / BOTTOM PURLIN - _ _ - - - BUILT-UP PURLIN. SEE FLOOR PLAN FOR SIZE Q 12 WOOD FLOORING ON BLDG. PAPER ON 5/4" PLYWD. W R, 31 SUBFLOOR ON TJI FRAMING PER FIRST FLOOR UJ PLAN. PROVIDE INSULATION BETWEEN FLOORS Oo GUEST a o M OOFING SHINGLES ON BLDG. PAPER ON 5/4" PLYWD. ry 12 DECKING ON FRAMING ®I&" o/c. PROVIDE 5MOOTH i TRANSITION BETWEEN ROOF PITCHES AT FLARE 24 2nd FLR. SUBFLOOR = Ist FL.R. TOP PLATE Ix5 PVC FA50IA WALUMNIMUM GUTTER. ALIGN FASCIA AROUND HOUSE, LEVEL 12" V-GROOVE PVC PANELED SOFFIT wlxb PVC FRIEZE BELOW MASTER 5T EXTERIOR WALL FRAMED w/2x6®I6" STUDS w/5/8" otS Z• I I SHINGLES PER SPECIFICATIONS PAPER AND CEDAR co r � J Y o � a PROVIDE 5/4" PLYWOOD SUBFLOOR s FINISH W J' w z 3 � FLOORING = a z LL W• v u� ui c Q N w N W- w = M F e 1 Ist FLR. SUBFLOOR Q ~ U d Y FLARE SHINGLES ON BLOCKING 5" AT — -TOP FOUNDATION _ _ _ _ _ _ _ PERIMETER OF HOUSE, EXCEPT AT DECKING \\ \\ \\ \\ \\ p r PROVIDE WEB STIFFENER AT EACH TJI N'"��• \ \ \ \ \ ,..,, LOAD POINT 10 /10" THK. PO URED GONG. FOUNDATION WALL w/#5 / " /36 SPLICE AND •,, REBAR ®24 O/G EACH WAY, w " / / / / •1.;" BASE M'EN7 /PER SPEGIFIGATIONS, w/LIQUID APPLIED \/DAMPPROOFING y PROJECT NO.: /\\/\\/\\/ '"•'' ����� /\\/�\/�\/\ 1613 DRAWN BY: TCS 1 C S TOP FOOTING � � �+'- • ' — - - - - - - - \ \ \ ..... ..R.':~,,' :z-.. .:,..•...:"::;:. \ \ \ CHECKED BY: fir,: \ \ \ %.�> '.�, i. lO x18 POURED # '�;��-„.t,.,,r,• RE GONG. FOOTING w/(3) 5 REBAR \\ _:.... /\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\ \\ DATE: //\ \ \ \ �/�j\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5/9/17 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\� SCALE: , \\/\\/\ / \\ \\/\\/\\/\ SHEET TITLE: BUILDING H S 0 H B U L "j SECTION SCALE: 3/8” = V -0" SHEET NO: PERM IT %'O*j*% ET V Z 0 J Do ----------------------- ----------------------- F— ----------------------- -----------------------ill II DECK 0 SGRI=ENED ; ; � PORCH _--------- i I I I W 40 13 00 ', ii i O r i Q LJ p \ r �GITCHEN ; ' p„ 00 11 L V I NG ROOM ; eTv ', Q uj G� 70 �' \� i i C�" ' / i Lu C) O -- -- ovens `� i 11 i i __------ TILE 1�\ i ; MASTER ML �,�\ --------�_ =----i _ _ _ �`� It ;r ' i i L l ; .' BEDROOM �r rx ` J _ ROOM/ O v � s� T i I e TO FIXTURE5 l I L ABOVE � 1 ----------------- pen i i i �� Open to ------------------i GR>4GE i ;r I Above I i '� Evil, . cD 4T I I I �� I -Z w -J• w Z �C w a Z LL W`\ LJI ` I I L � / i i DINING i i `. % `' Q I—• Q ROOM I� >45TER ' cn c) I I . / I ` ------------------� I db BATH ------------------------------- DN `�� C7� R I C L 'Am Y` A ugohU T P LA ft w Ist FL 111--m m L 1= IV SCALE: 1/4" = 1' -0" PROJECT NO: 1613 ELECTRICAL LEGEND ® 5EMI-RECESSED STEP LIGHTS DRAWN BY: TS DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT CHECKED BY: 220v RECEPTACLE OUTLET SWITCH OUADRAPLEX RECEPTACLE OUTLET DOOR 5104ITGH HALF HOT RECEPTACLE OUTLET 5WITGH DIMMER DATE: 5/9/17 Q' WATER PROOF RECEPTACLE OUTLET ® TELEPHONE SCALE: GROUND FAULT INTERRUPTOR OUTLET 'f1/ TELEVISION 1/411 = 1' - 0" HIGH HAT FIXTURE SMOKE DETECTOR SHEET TITLE: HIGH HAT FIXTURE LOW VOLTAGE F010 CARBON MONOXIDE DETECTOR DIRECTIONAL HIGH HAT X sURFACE MOUNTED CEILING FAN 1st FLR SURFACE MOUNTED CEILING FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOT UNDER CABINET STRIP HALOGEN FIXTURE ELECTRIC SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK PLAN ® AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN SHEET NO: Z J Do ------- ---- --- - -- -- - - -- -- i I— w 0 Lu 0 L-- -- - - -- - - - ----- -- - --- - ---- - -- -- ---� D i GUEST I Q I W CL 1 I r --- -- -- -- -- - - - - - -1------- -- ---- -- -- -- - - -- -- Lu uj CD ki t 1 7. 5/D 5/D G/ I , 1 i UNFINISHED 0 - - - —�-,, - - - - - -__- ATTIC -_ -- I iii'--- �K co Q. v ' / v i� ; iJ m- v, a o M \1 \�� i W -�• w z R. E4 8 Z LL i I W• N o C7 � W. I eq I ----- TV GU ST a ~ U N co' BEDROOM I --- - -- -- - - -- - 1 L-- -- ------ - - - - -- --------- ---- - - --JFl `-------------- 5/bL�� G. d L R E L E C T R I C L Y 0 U L s SCALE: 1/4" V -0" PROJECT NO: 1613 DRAWN BY: ELECTRICAL LEGEND 4 5EMI-REGE55ED STEP LIGHTS TS DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT CHECKED BY: 220V RECEPTACLE OUTLET SWITCH QUADRAPLEX RECEPTACLE OUTLET DOOR 5WITGH ATE: 5/9/17 HALF HOT RECEPTACLE OUTLET 5WITGH DIMMER W 1/4 = 1 WATER PROOF RECEPTACLE OUTLET � TELEPHONE SCALE: " ' - 0" 6ROUND FAULT INTERRUPTOR OUTLET F TELEVISION HIGH HAT FIXTURE 5/b SMOKE DETECTOR SHEET TITLE: KV HIGH HAT FIXTURE LOW VOLTAGE G� CARBON MONOXIDE DETECTOR DIRECTIONAL HIGH HAT X 5URFAGE MOUNTED CEILING FAN 2nd F L R SURFACE MOUNTED CEILING FIXTURE ELECTRIC ® SURFACE MOUNTED LOW VOLTAGE SPOT UNDER CABINET STRIP HALOGEN FIXTURE F-� SURFACE MOUNTED WALL FIXTURE T SURFAGE MOUNTED LIGHTING T'R,4GK PLAN Q AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN SHEET NO: uj z >- Z LLJ I n 5" VENT THRU ROOF j Q cl) I �— ( o GUEST BATHROOMGUEST BATHROOM cf) - - - - - - - - - - - - - - - - - - - - - - - - - - ., - - - - - - - - - - - - - - - - 211 VENT - - - - - - - - to 2" VENT - - — -' -- _ Lu 2" VENT I a [MOMWG I I I I I I LAV W I I LAV WG I a. II I I I I I a L 03 TUB I I I I I = SHOWER I O II IO I SECOND FLOOR ch I I I 3" WASTE I FM 3" WASTE I I MASTER - - - - - - - - - - - - - - - BATH- - - - - - - - - I - - - - KITCHEN POWDER ROOM - - - I 2" VENT 06 z 2" VENT coa. " a BUILDING EXTERIOR 211 VENT WALLo0M W J. w z w Z LL I I Ito Iw• QN0 I I KITCHEN I " 0 LAV I LAV BD 0 WG c� SINK LAV WG I I I I I ► cl) N, I I I I I I I I I I SHOWER I IF I R5T FLOOR 1= T Y.—r RESH AIR -f/ VENT << � v f r. e �r 3" WASTE 5" WA5TE I `�. DRAIN LINE I PROJECT NO: TO SEPTIC 1613 TANK DRAWN BY: 3" WASTE UT CHECKED BY: 411X3" G.I. "Ph L mum M E3 I IN' 1 E R D I AR (03 AR M TS HOUSE TRAP DATE: 5/9/17 SCALE: NOT TO SCALE SHEET TITLE: SCALE: NTS PLUMBING RISER DIAGRAM SHEET NO: