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Home My WebLink About44697-Z Town of Southold 2/24/2021 P.O.Box 1179 Go 53095 Main Rd �4, ` fid` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41827 Date: 2/24/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1720 Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 55.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2020 pursuant to which Building Permit No. 44697 dated 2/14/2020 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 unfinished basement, covered entry, covered porch and deck as applied for. The certificate is issued to VanWie,Paul&Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0122 1/29/2021 ELECTRICAL CERTIFICATE NO. 44697 12/28/2020 PLUMBERS CERTIFICATION DATED 12/22/2020nGerkemyr sSignature TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 44697 Date: 2/14/2020 Permission is hereby granted to: VanWie, Paul & Ors. 227 Grange St Franklin Square, NY 11010 To: construct single-family dwelling as applied for per SCHD approval. i At premises located at: 1720 Long Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 55.-7-2 Pursuant to application dated 2/5/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,667.60 CO -NEW DWELLING $50.00 Total: $1,717.60 Bui dInspector 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. Z;� New Construction: Old or Pre-existing Building: (check one) Location of Property: !4—, House No. Atreet ftamlet Owner or Owners of Property: em z I e LIM /6 Suffolk County Tax Map No 1000, Sec 'on (7 J Block /97-1- Lot 192— SubdivisionAFiled Map.g63 Lot: / Permit No. Date of Permit. Applicant: �Y- j Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ (11, �2 Appl' ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, P A L1 L D. Y� I�0 '/1�- residing at � �'tRA�J C-�: oJT6.')~ f (Print property owner's name) (Mailing Address) FP,AKkLI',N SauARE, N3 do hereby authorize_Ja (Agent) lrC /� ad u JI�C to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) -/ PA, u L 1 , VA P\1 WI F-- (Print Owner's Name) v s®Ula®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(c)-town.Southold.n us Southold,NY 11971-0959 �® y' COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Paul VanWie Address: 1720 Long creek Dr city,Southold st: NY zip: 11971 Budding Permit#. 44697 Section 55 Block 7 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA' Double-Pole Electric License No- 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Seance X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 3 4'LED Exit Fixtures Pump Other Equipment DW, Fridge Notes " AS BUILT NO VISUAL DEFECTS " Modular Lights, AC's and Service Inspector Signature: !�:'_ Date: December 28, 2020 S. Devlin-Cert Electrical Compliance Form As ®��pF SOUT�,OI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 Nil BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / 2 Building Permit No.—q l (09 7 Owner: &/ an ct c, (Please print) Plumber:f5rnnae— Al i-C u d i (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this.-bb day of 20)A JENNIFER FASANO Notary Public State of New York No.01FA6158432 Qualified in Suffolk County My Commission Exp.01/02/20,, Notary Public, County - ��"1 � T �aOP SOUTyo ----- -- 1r # # TOWN OF SOUTHOLD BUILDING DEPT: cou 765-1802 .INSPECTION �UNDATION 1ST AJQ [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nj*�iw5 Afe,- OVIV -Ta' 6�f S � DATE �'X� INSPECTOR Of SO�lyo6 l 664 1 # # TOWN OF SOUTHOLD BUILDING DEPT. `yrourm '� 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING IV FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE RKS: %�np �bq DATE INSPECTOR194 QC44 lY aOE SOUlyO� �`"_--- # # TOWN-OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. -[. -] �FOUNDATION 2ND - [ ] SULATIO CAULKING [ ] FRAMING /STRAPPING [V FINALa [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o t v .- QL 3 _ li DATE (A 3eq*iP' INSPECTOR ' �o��OE Spbly�lo -1 �q I �V Lc)N-et cp_o'w_ -p f TOWN OF SOUTHOLD BUILDING DEPT. lyCpppry 0 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ '] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ( ] PRE C/O REMARKS: J aAR DATE f�� INSPECTOR Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset,NY 11767-2427 Manual J/D/S 1{\INDEPENDENT yDENTIAL HERS Ratings ERGY Tel:631.384.8498 as ASSESSMENT Blower Door Testing PROFESSIONALS Fax:631-979-0824 Duct Blaster Testing Email: Peter.iREAP@gmail.com ® ANSI Level I Thermography Blower Door Test Certificate Permit#: Address: 1720 Lone Creek Dr City: Southold State:NY Zip: 11971 Conditioned Floor Area(ft2):2,212 CFA Volume(ft3): 30,968 CFM50 @ 3 ACH6an 3 x Volume/60) Test Result: 937.5 CFM @ 50 Pa ACHenoe,ce *60/ ) (0 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as kage rate ng three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported'at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off. 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: independent Residential Energy Assessment Professionals,LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset, NY 11767-2427 Technician:Peter Altenreither BPI ID#: 5011324 RESNET ID#(RFIN):XSAGNQ ` L-L, Technician signature:("/-, ignature: /-, Date: /—�J Peter Altenreither' BPI Energy Assessments 226 Smithtown Blvd,Unit 111 #'\independent� DOE Home Energy Scoring Nesconset,NY 11767-2427 denyalManual J/D/S 9ifssessment HERS Ratings Tel: 631.384.8498 as ''4°� gProfessionals Blower Door Testing Fax:631.979.0824 ® Duct Blaster Testing Email:Peter.iREAP@gmaii.com E A ANSI Level I Thermography Duct leakage Certificate Permit#: House Address: 1720 Lone Creek Dr City: Southold State: NY Zip: 11971 System 1: Location: Unconditioned Attic Conditioned Floor Area(ft2): 1.106 Duct tightness testing is not required for this system as the air handler(s)and all ducts are located within the conditioned space Check Test Method: R Post-construction test/Total LeakageKFIAre )h-,nest* tal lea ge 2017 ECCC IVlaximum/duct leakage: Total duct leakage:(floor°area x.04)=CFM @ 25 Pa 44 TestM @ 25 Pa System 2: Location: Unconditioned Basement Condition06 Duct tightness testing is not required for this system as the air handler(s)and all ducts are located within the conditioned space Check Test Method: P—Lpost-construction test/Total Leakage ough- test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)=CFM @ 25 Pa 44 Test R It: 47* CFM @ 25 Pa �EO�NNsrN■■NNrXNNNNrNNNNs■■NrrXeeNNSNreNNNNNNXNrN■EE■ srXXE■rEN■ XENON ■NsN *Test results within acceptable margin of error House �ASS FAIL Company Name: independent Residential Energy Assessment Professionals, LLC Company Address:226 Smithtown Blvd, Unit 111 Nesconset, NY 11767-2427 1 certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Peter Altenreither BPI#:-5011324 RESNET ID#(RFIN):XSAGNQ Technician signature:/ �-7-. �� Date: / ZOO-/ Envelope Leakage Test Test Readings: Target (Pa). Bldg(Pa). Adj Bldg-(Pa) Fan (Pa). Flow (cfm) Config Baseline -2.1 -60.0 -62.9 -60.8 -37.7 1,116.2 Ring A -48.0 -50.6 -48.5 -27.8 962.4 Ring A -35.0 -35.9 -33.8 -160.8 752.0 Ring B -23.0 -25.3 -23.2 -98.3 589.1 Ring B -10.0 -13.6 -11.5 -38.9 372.1 Ring B Test Equipment: Flow Device: Model 3110V Fan Pressure Gauge: DG1000 Serial #: 5061 Calibration Date: 2019-12-23 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.7.2 (106),© 2020 The Energy Conservatory, Inc. Page 2 of 2 Envelope Leakage Test Testing Company: Technician: Name: REAP Name: Peter Altenreither Address: 226 Smithtown Blvd #111 Credentials: RESNET/BPI Nesconset, NY 11767 Email: Peter.iREAP@gmail.com Phone: 631-384-8498 Building Information: Customer Information: Project ID: 1720 Long Creek Dr Name: Cedar Knolls Address: 1720 Long Creek Dr Address: Southold, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 937.5 CFM50 Test I D: 1 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 1.82 (+/-0.8%) Effective Leakage Area: 50.3 int Building Volume: 30,968.0 W Enclosure Surface Area: 3,318.0 ft2 Coefficient(C): 71.1 (+/-3.6%) Exponent (n): 0.659 (+/-0.011) Correlation Coefficient: 0.99996 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 56 OF Outdoor Temp: 37 OF Altitude: 27.0 ft Time Average Period: 10 seconds Test Date and Time: 2021-01-0512:33:20 2000 ; i z © Depressurize 600— Y _r_ ',�.��.v�. CD 400— J c 300- 200—— 100-- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) ,..'mY�a..�9m+=lm.mawmx�= .vn®+rtrAovmn+m.mA..�wnsn..... m...._................,.mv}e r m..vs....—u.-n.._. --..c.-.m.--..»....__«.........n,a..,-.r...s......_..._,.._..........n-_•`_---.-..--... s..-�... �_.__,r.�..._a-e—.oma»—lam--..-.ter r—..m.e+—m-. �. I x IrQ1II$TS�a'fIIf�. TIIC.�� CAIIIINVIFAW'WVAW IML 720 Koehler Avenue Phone_ 631-737-5566 Ronkonkoma, N.Y. 11779-6527 Fax 631-737-5547 License # '36612--H 3 RE: 1720 Long Creek Dr f Southold NY For the first floor return one of the floor joist ended up in the way of us getting the ducts between the beams. So we made-u shape ductwork with 4 inch flanges to slide up into the beam bays. Then once mounted and sealed we capped off the bottom-of the ducts. This getting us the ducts through the bays i with no wood in the air stream. Attached is a hand drawing which may help to see what we did. s 4 F 7 3 i I.OnLw Island. Inc.-�- 720 Koehler Avenue Ronkonkoma, N.Y. 11779:6527 Phone 631-737-5566 Fax 631-737-5547 License #36612-H f ' f % e tjS�, U r%da c�fi Pea � J M CAwk I?lleo� WOO) 1790 �� r 900 Marconi Avenue, Ronkonkoma,NY 11779 (631) 231-1518 —Fax (631) 231-1625 CEDAR KNOLLS1 www.cedarknollshomes.com WW V.GEDARKNOLLSHOMES.COM r ol 12/22/20 FEB i Town of Southold Building Department 54375 Route 25A Southold , NY 11971 RE: Soil Stabilization at 1720 Long Creek Drive Southold NY I &efl,) C , contractor on the project agree to seed property located at 1720 Long Creek Drive Southold NY during the spring of 2021, when weather allows to complete soil stabilization required. Signature: Date: C 7--A7 6 State of New York ) Ss County of 5U kjW V ASHLEY LCLARK Notaryry Public.State of Now York No.01CL6309270 Qualified In Suffolk County CmiWdon ExPIMAuouot 11,2022 LHO-7 w% /\\ ��\\ - /� «« 2 > I_ IELD INSPE glON,l EPORT DATE COMMENTS b FOUNDATION (IST) �* H ------------------------------------ FOUNDATION ----------------------------------FOUNDATION (2ND) • ' z �H Q1 ROUGH FRAMING & PLUMBING y h INSULATION PER N. Y. mH STATE ENERGY CODE a to 2A. IA, e FINAL r ADDITIONAL COMMENTS at701W C2101 IR eke r 5 -CC r 0 _5 , i�,16� � o z TOWN OFSOUT{HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: • W v/�� j Disapproved a/c /71 Phone: 00 Expiration ,20 BdWinvg Inspector s a APPLICATION FOR BUILDING PERMIT FEB _ 5 2020 _ Date hV off' INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,an egulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( afore pplicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, at_,ent, archi ct, a gine r, ge ral contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. L'. Location of land on which proposed work wil be done. L3-m, / /o/." -0 zL /y/w, d w House Number treet amlet County Tax Map No. 1000 Section 5Y Block �' Lot �� f r Subdivision jil Qh -� Filed Map No. Lot 2. State existing use and occupancy of premises qnd int e ded use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / r ,/ 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work �'�� (Description) 4. Estimated Cost Fee�. (To be paid on filing this a lication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �— Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories / �� t 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front- Rear a y� Depth f �� 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated kw 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES ' NO Will excess fill be removed from premises?YES NO V W v�� R '—Phone N. S - 14.Names of Owner of pre f U Qh'ses 11 �� UVki Address Name of Architect Address rr i4. -, /f/A Phone No .-FJ/- aQ Name of Contractor Address 1 Gi Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? ZES—NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BF-REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES I40 * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� (� Akg my sworn,deposes and says that(s)he is the applicant (Name of indict si g contract)above named, (S)He is the 692 ch-aL/`� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l (lay of �e b 20ASH R Public,Siete of NGWYO* No.01CL6309270 ��202Z 74111e6 Applica t A&iiiiiiiiiiiiir— '`i e,t–v------G�—s-------®-- �� y1 BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD "� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Sd3 Date Sf1j2 eYnbel' a3 2020 Customer Name VanWl'p. Electrician Name li, 'e, P e. e , ICS Address 17,20 L rIU Phone (031 ( (�`��{C) e-mail e-mail C116 Lf—Q0 6D 0 01 Phone License# 3 9 — M C_ Size !6�A Phase Overhead Underground X #of Meters '1 Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriticat' li90 days fro a date above. Authorized by Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 ' roger.richert@town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: SEPTEMBER 3, 2020 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com ]OBSITE INFORMATION NAME: MR. & MRS VANWIE ADDRESS: 1720 LONG CREEK DRIVE CROSS STREET: SOUTHOLD NY 11971 PHONE NUMBER: PERMIT NUMBER: 44697 TAX MAP # District: Section: Block: Lot: rr11 BRIEF DESCRIPTION OF WORK: MODULAR CONSTRUCTION 200 AMP SERVICE 2'01 Is job ready for inspection: NO - I WILL CALL FOR INSPECTION Do you need a Temp Certificate: YES - PLEASE SEND TEMP ((�� TEMP INFORMATION (if needed) R Q�L� D Service Size 200 AMP -- UNDERGROUND New Service YES �o �� SEP 8 2020 Additional Information (j�h CP ' ,DRIG DEPT' T 7 Scott A. Russell ,��°SU Ir lq,> ST01KMWA 1FJE1K SUPERVISOR MAINA\(G IEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF 'T'lH[lE FOLLOWING: Yes Xf (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[A C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of-the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Ag t,Co tractor,Other) S.C.T.M. °`: pOOO Date NAME- y C V!� Section Block Lot ***FOR BUILDING DEPARTMENT USE ONLY Contact Informati S7�r�e®��ynaalC�d*7 Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 i APPLICANT S.C.T.M.#: 1000CilL'�H,�n (Property Owner,Design Professional,Agent,Contractor,Other) �-_�-----.�� --60„- bOSUFFQ� TER 2� Stormwater Management Control Plan CHECK LIST N E V I i II r 6 Sec B�,L Y i S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Date: °yds * The-applicant must provide a Complete Explanation and/or Reason for not providing t�31 �l all Information that.has been Required by the following Checklist! SI t r Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES FN70 If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries 00 b. Total Site Acreage. 000 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Gi ound Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. 00 f. Existing&Proposed Contours of the Site (Minimum Z lnteivals) 00 g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 i. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). =0 M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event j 3. Details&Sectional Drawings for stormwater pi actices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. F0 b. Construction Entrance& Site Access. 00 c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) 0 d. Leaching Structures (eg.infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY****' i DAdditional Information is Required. Reviewed IStormwater Management Control Plan is Not Complete. Approved By: Stormwater Management Control Plan is Complete. ca Date: ! SMCP has been approved by the En ineerin De artment. FORM # SWCP Check List-TOS MAY 2014 Town Hall Annex ° Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 A BUILDING DEPARTMENT- NOTICE_OF_UTILIZATION OF TRUSS TYPEZONSTRU!CT10N.PRE-ENGINEERED_► WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION--' Date': _ 11g_q kv Owner: P&d,dh Location of Please t akeotice that the (check applicable line): commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (checkapp/li ble line): V Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)-: oor framing,,including girders and beams (F) y ✓ Roof framingR ( ) Floor and ;rf -- _ R) Signature:- Name (person ignature:_Name {person submi ['ng this form): - - /_ -- - - /tJ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 .1/29/2020 9 : 42 PM FROM: Staples TO: +16317659502 P. 1 lab 5DUTWDLb ev,`Lz)l�i�;s rpapf I pry vt. -fLLj5 ��rJ Uvi'Lr 1720 �,Wo-- cR,5F-k .7)AI A,5 , pgop"Asic- aIL16=14Jy Y" C,1Cp !S- 1 'G �� of OL/P' P/Zopo'r�'D PRrs �r, y S�' W171(, US o,^I THC PHONE �tilL= 1 N�Els ��'�' °� HAVE I rA�� s�� 7��r�r�,c�,�y q S c C RA V6(- '°�`� 7-0,P., �r G�.. o u; SU CL To AI'vol-b '7 of i GorJTPr-j' A116' fiT Z2-Oe or slN��y Y��,�s, • U L t EUC-C v V n ,..^ � `�,`C^,',;��I `J t_� ` U � N 0 V 2 3 2020 - cl co 2213 oVi5tv- Cj-lu5kHL-D H CPA if- ofD 1F 1 -72- 0 SCC A R G E (Y TAY, 1000 59-0;--02 t-o T (S cf2- a citz, OF RZo Po co D R 1pv-c-�tA)," i Ar- 17 2-0 (A 0 L%-, N6- CR�K- D P-IV-6-7f SU =L' L_�t) Ppj5V"j 6orlr5flj 9 L)i LN f- G- P�-R A"JN- ASOF Fo A,,iA I PJ 9MD clon-0-IL 9&4--2-0S� REScheck Software Version 4.6.5 C�(J Compliance Certificate Project CUSTOM COLTLAND #19191 : " �� •p, Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,224 ft2 c" Glazing Area 13% �".r �; Climate Zane: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1720 LONG CREEK DR PAUL&ELLEN VAN WIE WESTCHESTER MODULAR HOMES SOUTHOLD, NY 11971 CEDAR KNOLLS HOMES 30 REAGANS MILL RD 900 MARCONI AVE WINGDALE, NY 12594 RONKONKOMA, NY 11779 iCompliance: Pa9ses using UA trade-off Compliance 6.1%Better Than Code Maximum UA: 346 Your UA 325 Maximum SHGC: 0.40 Your SHGC- 0.31 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 1,118 38.0 0.0 0.025 28 Wall 1: Wood Frame, 16"D.C. 2,336 21.0 0.0 0.057 111 Window 1:Wood Frame:Double Pane with Low-E 247 0.300 74 SHGC: 0.31 (2) REAR SLIDERS: Glass 83 0.340 28 SHGC: 0.30 FRONT DOOR:Solid 20 0.200 4 (2)SIDELIGHTS:Solid 16 0.270 4 SIDE DOOR:Solid 18 0.280 5 PERIMETER BETWEEN FLOORS:Wood Frame, 16"o.c. 209 12.0 0.0 0.085 18 Floor 1:All-Wood Jolst[Fruss:Over Unconditioned Space 1,118 19.0 0.0 0.047 53 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CE SAR LARREYNAGA cy'a/,' 222 �, 01/08/20 Name-Title Signature Date Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 1 of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req ID 103.1, ;Construction drawings and ; i❑Complies 103.2 'documentation demonstrate i 'E]Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal j envelope represented on I 1❑Not Applicable construction documents. 103.1, 'Construction drawings and i �❑Complies 103.2, documentation demonstrate I❑Does Not 403.7 energy code compliance for [PR3]1 ,lighting and mechanical systems. f ;❑Not Observable 40 Systems serving multiple I f[]Not Applicable dwelling units must demonstrate I i compliance with the IECC ,Commercial Provisions. i 302.1, s Heating and cooling equipment is; Heating- Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling. ❑Not Observable i Manual J or other methods Btu/hr Btu/hr ❑Not A licable approved by the code official. pp Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 2 of 9 Section #' Foundation In Compiles? T_ _ Comments/Assumptions' &Req.ID 303.2.1 A protective covering is installed to ❑Complies [F011]z protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in, below grade. ;E-]Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: s 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND#19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 3 of 9 Section Plans Verified Field Verified # ' Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &RegJD 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing LI-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable ; 303.1.3 U-factors of fenestration productsI ❑Complies [FR4]1 are determined in accordance ❑Does Not :with the NFRC test procedure or i taken from the default table. []Not Observable 1 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ` ;❑Complies [FR23]1 installed per manufacturer's ; i❑Does Not QDD j instructions. bNot Observable i❑Not Applicable 402.4.3 Fenestration that is not site built I i❑Complies [FR20]1 is listed and labeled as meeting F S❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 l ! I❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code i ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures; �❑Complies [FR 16]z sealed at housing/interior finish ❑Does Not and labeled to indicate-52.0 cfm ' ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 :Supply and return ducts in attics ; {❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not u >= 3 inches in diameter and >= R-6 where< 3 inches.Supply and, !❑Not Observable return ducts in other portions of i 'UNot Applicable the building insulated >= R-6 for ; diameter>= 3 inches and R-4.2 for<3 inches in diameter. 403.3.5 i Building cavities are not used as I❑Complies [FR15]3 ducts or plenums. ❑Does Not J❑Not Observable s )❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]z above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to>_R- !3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC f❑Complies [FR24]1 piping. 4❑Does Not ❑Not Observable , ❑Not Applicable 403.5.3 j Hot water pipes are insulated to R- R- ❑Complies [FR18]2 2:R-3. ;❑Does Not :fit ;❑Not Observable ; ❑Not Applicable 403.6 'Automatic or gravity dampers are y❑Complies [FR19]2 I installed on all outdoor air I❑Does Not `intakes and exhausts. k I{ ❑Not Observable I ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled i❑Complies [IN13]2 or the installed R-values ;❑Does Not € � provided. y ❑Not Observable ', f❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies see the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values [IN1]1 ❑ Steel ❑ Steel � ;❑Not Observable ❑Not Applicable 303.2, :Floor insulation installed per ." ❑Complies 402.2.7 manufacturer's instructions and r t❑Does Not [IN2]1 ;in substantial contact with the S v underside of the subfloor, or floor' ❑Not Observable ;framing cavity insulation is in }�}❑Not Applicable contact with the top side of f :sheathing, or continuous . insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing members. i I 402.1.1, Wall insulation R-value. If this is a:, R- ; R- ❑Complies see the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the E] Wood ❑ Wood ❑Does Not table for values 402.2.6 'wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ;requirement applies (FR10). ❑ Steel E] Steel ❑Not Applicable 303.2 :Wall insulation is installed per ; 3❑Complies [IN4]1 manufacturer's instructions. i `h 3❑Does Not ! hNot Observable �❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND#19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 6 of 9 Section Plans Verified ,`Field-Verifietl _ '# Final Inspection Provisions Complies_?. Comments/Assumptions &Req.ID .Value Value 402.1.1, !Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assembles 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402'2'2' ❑ Steel ❑ Steel ❑ 402.2.6 ; Not Observable [Fill' ❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per '❑Complies 303.2 ;manufacturer's instructions. ; ❑Does Not [F12111 ;Blown insulation marked every 300 ftzJE]Not. Observable ❑Not Applicable 402:2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent -` ❑Does Not to soffit and eave vents that extends over insulation. ? :. ❑Not Observable ? ;,;i❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.'<=5 ACH 50 = ACH 50 = ;❑Complies [FI17]' ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]' cfm/100 ft2 across the system or ; ft2 ft2 j❑Does Not <=3 cfm/100 ft2 without air j❑Not Observable handler @ 25 Pa. For rough-in ,tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]' determine air leakage with ft2 ft2 ;❑Does Not ;either. Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable �w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated s ❑Complies [FI24]' by manufacturer at<=2%of i , , ❑Does Not design air flow. k ❑Not Observable ' u 2,❑Not Applicable 403.1.1• Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and I ❑Not Observable initially set by manufacturer to 5 code specifications. ❑Not Applicable 403.1:2- ' Heat pump thermostat installed °'a` ;t' = , ' - -° ❑Complies [FI10]� on heat pumps. ( `i❑Does Not ❑Not Observable '❑Not Applicable '403.5.1 A Circulating service hot water j:,_ "JE]Complies [FI11]?. - systems have automatic or1 ❑Does Not accessible manual controls. ' i❑Not Observable I i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND#19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 7 of 9 Section Plans Verified Field Verified- # Ficial Inspection Provisions . Value Value Complies? Comments/Assumptions & Req.ID� - T. 403.6.1 All mechanical ventilation system i❑Complies (FI25P fans not part of tested and listed �, ❑Does Not II HVAC equipment meet efficacy ❑Not Observable and air flow limits. 1 j i[]Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]? through one-or two-pipe heating i ;❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ! ❑Not Applicable temperature. i 403.5.1.1 Heated water circulation systems ? S❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable pipe. Gravity and thermos- ; ❑Not Applicable syphon circulation systems are I not present. Controls for f ] circulating hot water system { i pumps start the pump with signal i 3 for hot water demand within the , } occupancy. Controls ' automatically turn off the pump i 4 when water is in circulation loop is at set-point temperature and no demand for hot water exists. k 403.5.1.2 Electric heat trace systems I J❑Complies (FI29]2 comply with IEEE 515.1 or UL PDoes Not 515. Controls automatically ' i adjust the energy input to the s❑Not Observable heat tracing to maintain the §❑Not Applicable desired water temperature in the } piping. j 403.5.2 Water distribution systems that �❑Complies [FI30]2 have recirculation pumps that ` pDoes Not pump water from a heated water I supply pipe back to the heated ❑Not Observable water source through a cold ]E]Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls j that manage operation of the I I pump and limit the temperature ' of the water entering the cold i 3 water piping to 1049F. 403.5.4 Drain water heat recovery units ;❑Complies [F131]2 Rested in accordance with CSA ;❑Does Not B55.1. Potable water-side pressure loss of drain water heat ; �❑Not Observable recovery units <3 psi for S❑Not Applicable individual units connected to one or two showers. Potable water- ] side pressure loss of drain water ` t heat recovery units< 2 psi for individual units connected to I three or more showers. 404.1 '75%of lamps in permanent ( i❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage �❑Not Observable lighting. J❑Not Applicable 404.1.1 j Fuel gas lighting systems have i ❑Complies [F123]3 ;no continuous pilot light. 1 3❑Does Not L4J !I ? i❑Not Observable ±❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 8 of 9 Section ' fans Verified Field Verified # Final,inspection Provisions Complies? Comments/Assumptions & Req.ID PlValue Value, 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable i ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: CUSTOM COLTLAND #19191 Report date: 01/08/20 Data filename: M:\Check\19191.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.34 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name• Date: Comments Jab Truss Truss Typeay Pty test Chester 212 99308 HMC77702 HINGE MONO 1 1HS 13'10 Degigner-SM(P Universal Forest P,,g�,ducts Inc,Grand Rapids,MI 49525,Steve Minahan 8 220 a Aug"13 2018 MiTek Industries,Inc N.Nov 12 11 59 10 2019 Page 1 of 1 Copyright 1J2019 Universal Forest Products,Inc.All Rights Reserved 2-0-6 11-7-10 Z'g 0- -0 01 5 4 6 0012 g,,�12 10 ;L q , l: 30 290m 2 3 O MH18D ' 1 1 0 N q 1 SMH18E of = B1 =_ 3 5x5= 9 2x611 3x6 = 8 11 7 2-0-6 , 7-0-2 i 4-7-8 13-8-0 Plate Offsets — 2 0-3-14,11-0-151,3 11-1-4,13-0-01, 0.1-4,0-1-01.8 0-5-7.0-1-1 19 D-4-4.0-1-01 SPACING-2-0-0 SPACING,14-0 SPACING-1-0-0 SPACING- 2-0-0 CSI DEFL in (loc) bdefl Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) plate Grip DOL 1 15 TC 093 Vert(LL) -O 25 8-9 >646 240 MT20 197/144 TCLL 381 TCLL 572 TOLL 782 LumberDOL 115 BC 054 Vert(CT) -054 8-9 >300 180 MT18HS 197/144 (Ground Snow-55 0) (Ground Snow=82 (Ground Snow-110 0) Rep Stress Incr VES WB 091 Horz(CT) 0 01 7 n/a n/a TCLL 10 0 TCLL 15 0 0 TCDL 20 0 BCLL 00 BCLL 00 BCLL 00 Code IBC2015/rP@014 Matnx-R Weight 64 lb • • • = BCOL 100 BCDL 150 BCDL 200 � OY LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except' TOP CHORD Structural wood sheathing directly applied (P] T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 9.0-13 cc bracing BOT CHORD 2x6 SPF 210OF 1 8E WEBS 2x4 SPF Stud*Except' W2 2x4 SPF No 2 REACTIONS. (Ib/size) 1=892/0-3.8,7=689/0-0-8,6=0IMechanical Max Harz 1=351(LC 9),6=-291(LC 14) Max Uplift1=377(1_C 9),7=-474(LC 9) Max Grav 1=982(LC 14),7=825(LC 14) FORCES (Ib)-Maximum Compression/Maximum Tension TOPCHORD 1-2=1880/800,2-3=-924/241,310=-828/182,4-10=594/190,4-5=-446/189,56=331/199 BOT CHORD 1-9=1074/1241,8-9=1074/1241,8-11=259/312,7-11=259/312 WEBS 2-9=0/625,4-7=-698/579.2-8=-993/829 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)I Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 4=698/579/0/0,5=406/193/152/0 NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111 mph @241n o c,TCDL=3 Opsf,BCDL=3 Opsf,(AIL 171 mph @16in o c,TCDL=4 5psf,BCDL=4 5psf),(Alt 180mph @121n c c,TCDL=6 Opsf, BCDL=6 Opsf),h=30ft,Cat II,Exp D,Enclosed,MWFRS(envelope)gable end zone and GC Extenor(2)zone,C-C for members and farces&MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category II,Exp D,Partially Exp,Ct=1 10 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snowloads have been considered for this design N7 5)All plates are MT20 plates unless otherwise indicated 6)See HINGE PLATE DETAILS for plate placement ��4#OLd W E44 7)Provisions must be made to prevent lateral movement of hinged member(s)dunng transportabon 8)All additional member connections shall be provided by others for forces as indicated y Q� REWTERED 9)This truss has been designed for a 10 0 psf bottom chard live load nonconcument with any other live loads ♦y(� ROffSSI01dAl. •�• 10)•This truss has been designed for a live load of 20 Opsf on the bottom chard in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit .may between the bottom chord and any other members,with BCDL=10 Opsf 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 377 lb uplift at Joint 1 and 474 Ib uplift at joint 7 KEVIN FI F MAN 12)This truss is designed in accordance with the 2015 Intemabonal Building Code section 2306 1 and referenced standard ANSI/TPI 1 13)Take precaubon to keep the chords in plane,any bending or twisbng of the hinge plate must be repaired before the building is put into service EN 14)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position 15)Revision of HMC77701,updated code S Y 04 50 The professional engineering seal indicates that a licensed professional engmeer has designed the truss under the standards referenced within this tiLtlt�elJ� document,not necessarily the current state building code The engineenng seal is not an approval to use in a specific state The Final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINEf;PJW2019 Truss shall not be cul or modified without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,M(49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined under TPI1 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure slabilny dunng construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J GsupportWlitekSupp\lemplates\ufp tpe Universal Forest Products° Job Truss MFG Customer 99308 HMC77702 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use a design in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee typutllckryr `�,�{.t 1 1 1/1� F r 1 � GONN c�'�� N y�of , `: 't .MgAlk �F tyE1N kq� NN. FRg�, �a KEVIN W. �� f KEVIN W. } 44 ` - * FR NIAN :,� _ "' F�"MAWST VL ' m \ v S,S., NS•, S,�g`. SSfpNAI ANG S�'/ •.... ��(}`� /ONAi-0 E // pFNEGV W r �E YQ .atO hull „4. ••. 1P ,�P `rl. FRF 'Q KEVIN W. FREEMAN �.�`°`��.. •R,�4�. R�� S'�s, ro J�� ,� •f. meq:°-a`yd. Fq�..016 •� oto. N 8024 z•�e ir Uj No. 75 sEt;IS �ti .`• -A ' �` TERED E55 OINAL ENGINEER °I/ ZONAL ��` ��FESS10 (CIVIL) /�8�1161t�` Corporate Engineering 2801 East Beltline,NE Grand Rapids, M149525-9736(616)364-6161 Fax(616)365-0060 ufpi.com NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: PAUL & ELLEN VAN W1 SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 1720 LONG CREEK DR SOUTHOLD, NY 11971 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): x❑ New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): Q Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) 0 Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative PFS-TECO PFS Corporation 1_ . PFSTECO An Employee-Owned Company Michael Hatcher January 16,2020 Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale,New York 12594 Re: Westchester Modular Homes,Inc.,Wingdale,NY NYSDOS Systems Approval No. M0659-2016-073 Submittal: 19191 Paul&Ellen Van Wie Residence at 1720 Long Creek Road in Southold,NY in Suffolk County Dear Mr. Hatcher, Enclosed please find one(1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question, please feel free to call this office at any time. Digitally signed by D. Renee Moist Sincerely, D. Renee,DN:cn=D.Renee Moist, D.Renee Moist > >.,,o,ou=PFS, Staff Plan Reviewer email=renee.moist@pfs Renee.moistgpfsteco.com M061st ' teco oc m e=US Northeast Regional Office W/1 ' -t Date:202601.16 09:29:17-05'00' Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr., AIA(DOS) 570184.8396 • 1115 Old Berwick Rd. • Bloomsburg,PA 17815e:F%TECO TESTED WWW.PFSTECO.COM NIARKS YOU CAN BUILD ON# r DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE (518)474-4073 SECRETARY OF STATE WWW DOS NY GOV April 2, 2019 Mr. Mike Hatcher Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale, NY 12594 RE: SYSTEM APPROVAL M0659-2016-073 Replaces previous System M0659-2010-118 Dear Mr Hatcher, In reference to your written application for approval received August 30, 2016 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) System of Models designated M0659-2016-073 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform Code (2015 IRC &2017 UCS-NYS) This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until April 2, 2021 unless sooner revoked, and is subject to renewal at that time The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 80 PSF Seismic Design Category B, C, DO and D1 Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2(2) Basic Wind Speed 115 mph to <139 mph Vult Wind speed >140 mph will require engineered design. Individual projects located in regions having a basic wind speed of 140 miles per hour or -greater shall be submitted to the Division for review and approval Exposure Category Exp D Climate Zone: 4, 5, and 6 Additional Conditions See the System Cover Sheet for Wind Design Methodologies used in, "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally,the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on April 2, 2019 under Systems number M0659-2016-073." NDepartment F STAATETEOOF OPPORTUNITY. of State Page 1 of 3 i The approval identified above is limited to all construction that takes place in the factory Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc is the responsibility of the Code Enforcement Official The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 IRC and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination 3 All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-10 design standard. Individual permit plan sets shall provide as a minimum the following information: Cover Sheet which provides information on. • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302 1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302 6"Dwelling-Garage Separation". Foundation Plan (informational only) showing. • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602 10.1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"DO and D1" • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing. • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) Page 2 of 3 • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 15'finished floor to show need for compliance with R313.5 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing. • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Code (2015 IRC &2017 UCS-NYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209 5 The Insignia of Approval Order form is available at: http//www.dos ny gov/DCEA/pdf/InsigniaofApprovalOrderFormDOS 1962.pdf. Please Note: Use the new System Approval Number(at the top of this letter)when ordering Insignia Sincerely John R Addario, PE—Director Don Thomas Jr.,AIA—Senior Architect Enclosures: One(1) stamped set of plans (pdf) and calcs cc- Harold Raup and Renee Moist—PFS Corp Page 3 of 3 SURVEY OF LOT 9 MAP OF LONG POND ESTATES SONG CREEK LOT OO usEs SECTION ONE FILE No. 8037 FILED DECEMBER 27, 1985 USES POO Wn� SIT UA TE " SOUTHOLD LOT �� w / x TOWN OF SOUTHOLD P°pglICGWP SUFFOLK COUNTY, NEW YORK Usfs PugUC w 5f0051 S.C. TAX No. 1000-55-07-02 POgUC WASER 1N / 229 93 _--'4 SCALE 1"=40' APRIL 12, 2019 x oONc•How / ,-_--_-_%� -_1e FEBRUARY 5, 2020 ADD STORMWATER DETAILS Woos _ jN S --__\\ 15.5 ,�? g TOTAL AREA = 40,022 sq. ft. OF 15.5 `N 1 / 3a�50„ rL 3R5o uq � z ---_\\ \\ I j 0.919 ac. 25.00' N1�5 o Iz CONN S MO ` rn CIA , 17.3 I '18-----�\ 15.7 \\Ilj } III 'x x 16.6 \ a I / \ \ 1 1 1 I I I I , NOTES: 1' \X-1212 19- \ 9 II c c� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I X-'•""•\\ \LOT 'i II v EXISTING ELEVATIONS ARE SHOWN THUS:AKX \\ a l•� ` _��'_ 1 \\�`t/18.6 1 1 I I �y 2. RE RI STING FILED MAP FORETESTESHOWN THUS:HOLE /3 DATA. xX----XX \ SOIL STOCKPILE r x \ � �x� x I i }1�g,�I,II( Z 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. �-n -- x 16.4 \ \ / 4 I l X l I 14.8 G � 1 TANK; E' DIA. 4' EFFECTIVE DEPTH G x 01Z x�3�i x 15.8\ 16.0 �.:,..::;: x�'S / �3 r.1 I I I 1 I P 4. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. / x 1 11 N 2 POOLS; 6' DEEP, e' Ala. � >: l :.Ao:°;;.:;.>:�::`�:•:i� �__- -r_/ I I y� I I 1 1111 ^� �j ,,� !•K��,,`!�� x _ PROPOSED SOX FUTURE EXPANSION POOL 2 r x PROPOSED 6' DIA. X 6' DEEP LEACHING POOL / &0 :. :•:;;:;F F�:.;:.:::::::::::::.. 17"2 x I 1 1 11 1 I 11 1 1111 PROPOSED 1,250 GALLON SEPTIC TANK Woo° �111k•� 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD x I11 1 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 16.3x 1 1 11 O DRAINAGE SYSTEM .elrrne TION x 17.4 / 1 DRIVEWAY AREA: 960 sq. ft. �� \ ,;,.•.....},.:...:;�•.%;;._..:.:; '.;ii��•�"'" // /x 76.9 1\ v C1Z ON :✓��yfy` / A / 960 sq. ft. X 0.17 = 183 cu. ff. 163 cu. ft. 42.2 = 3.8 vertical if, of 8' Ala. leaching y�1 CONS Nip CE 1r) x �0 tip x // 184 \ 1 \ / g pool required x 1 PROVIDE (1) 6' Ala. X 4' high STORM DRAIN POOLS x \ mo17.,ix 10 M/RF 0 W3'OE / 18.1 \ \ % ROOF AREA: 1,107 sq. ff. P A$ fP / r.1 50'MIN. 1,107 sq. ft. X 0.17 = 188 cu. ft. \ m0 \\ L yF)�Hj2DT zu, / a \ \ \ OR TO BE SUFFICIENT TO 188 cu. ft. / 42.2 = 4.5 vertical ft. of 8' dfa. leaching pool required k KEEP SEDIMENT ON SITE 255• \ \ \ 1 6 I PROVIDE (1) 8' Ala. x 5' high STORM DRAIN POOLS f _LZ4 'ly/ / \ >> I HAY BALES AND/OR ^. \ g \x NG �/ / rn v < SILT FENCING N THUS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOW : a "I G \ / °WUB C WA R PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: tv: w / US, S P 5 0 LOT � P OF „ w 1 s = pON� TwoAosuFF Vra 90 oUNV v1 ' °� ri SECT-(HE C%V FXLE N°'OI I of \ $ \ --_1e ZNE OfFIBE11 29 ,g9O p5 HAY BALM AND/OR "\2 F�_to ON NONEµ SILT FENCING m TEST HOLE DATA PLAN VIEW (TEST HOLE No. 3 AS SHOWN ON FILED MAP) EL 140' G TOPSOIL k LOAM �f I ROAD E1Gs1 Nc GRAD 1 Y HAY BALES AND/OR SILT FENCING CONSTRUCITON Er7fRANCE BASE OF COMPACTED 3/4 STONE BLEND OR N.Y.S.D.O.T.APPROVED R.C.A. FILL TO 19'MIN.ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION BROWN FINE TO MEDIUM SAND SP TEMPORARY CONSTRUCTION ENTRa NCR EL 5o5i HIGHEST EXPECTED GROUND WATER 9.5- NOT TO SCALE TEST WELL No, cG5 4oso0B07 nom e TO USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONSLZ REGRADING DING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. EL 1•0o TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHA-. BE 2:1. TEST HOLE GROUND WATER t3' VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABIEIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. STORMWATER MANAGEMENT NOTE AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS TYPICAL STORMWATER UNIT 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION %L, 1 (TOPS TO BE TRAFFIC BEARING) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STABILIZE ENTIRE PILE (NOT TO SCALE) AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. WITH VEGETATION OR COVER •1• .i• d. 4, .I• CAST IRON INLET FRAME&COVER(FLOCKHART J63518 TYPE 6840) 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, FINISHED GRADE OR 6•THICK REINFORCED CONC.COVER A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF `1' `1' e•TRi'-o• TRAFFIC BEARING SLAB U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING ,,�•) AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. `1' `>, `L 1 .L %41 .l. .y SCREENTHE SHALL BE MAINTAINED, REPAIRED AND REPLACED f PIPE FROM ROOF GUTTERS �, �, �, �y �, ,I, 14, 6•-0• PREPARED IN ACCORDANCE WITH THE MINIMUM OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �y TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE � % %41 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE CRUSHED 3/4•- 1-1/2•STONE FOR SUCH USE BY THE NEW YORK STATE LAND SCREEN IS REMOVED. ALL AROUN TITLE ASSOCIATIONS-• TM �' � 1k � � 141, n 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, LEACHING RINGS �•1 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL REINFORCED PRECAST CONC. i h' BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 4000 PSI O 28 DAYS 3.- '6�'� �•�y 1, (min.) 4• (Mo.). CJ t�� C `' SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ;`. � NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED STRAW BALES OR SILT FENCE • A AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE {.f SOIL STOCKPILE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES o� SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED (NOT TO SCALE) N v ,� ;• -•: UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. GROUND WATER .� 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. , 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED �7 1: -{ ON THE PROPOSED RESIDENCE. STEEL OR WOOD t) L 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. POST(TMP•) N.Y.S. Lic. No. 50467 EXTRA STRENGTH FILTER FABRIC 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS REQ'D. WITHOUT WIRE MESH SUPPORT 36• HIGH POLE(MAX.) OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STEEL OR WOOD POST UNAUTHORIZED ALTERATION OR ADDITION FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 10' MAX. O.C. SPACING TO THIS SURVEY IS A VIOLATION OF 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE W/WIRE SUPPORT FENCE FLOW SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corrin �� e' MAX. O.C. SPACING f- EDUCATION LAW. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW W/O WIRE SUPPORT FENCE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF ;`�� COPIES OF THIS SURVEY MAP NOT BEARING FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, _ - WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE ""' THE LAND SURVEYOR'S INKED SEAL OR SI Land Surveyor FiA1f EMBOSSED SEAL SHALL NOT BE CONSIDERED \/ VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO �:' ,s \ _k y., TO BE A VALID TRUE COPY. ./N TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ; ,s _:.:;.••y �';i� PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION i CERTIFICATIONS INDICATED HEREON SHALL RUN AND GROWTH. ;..,;;;,'. R ATTACH FILTER FA6RIC SECURELY S ONLY TO THE PERSON FOR WHOM THE SURVEY TO UPSTREAM SIDE OF POST a 4Successor• X 8' TRENCH IS PREPARED, AND ON HIS BEHALF TO THE SuccesTo: StanleyJ. Isaksen, Jr. L.S. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF AREA TITLE NYJoseph VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NOO LARGER W/COMPACTED PA , GOVERNMENTAL AGENCY AND ARGER BACKFILL LENDING INSTITUTION LISTED HEREON, AND ph A. Ingegno L.S. THAN 1 SQUARE FOOT IN SIZE. SILT FENCE DET.1_n.S TO THE ASSIGNEES OF THE LENDING INSTI- Ttle SurveysLayout 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR Nor TO eO1LE TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. y - Subdivisions - Site Plans - Construction SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF T >rN A DET n. OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) PHONE (631)727-2090 Fax (631)727-1727 THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER MAILING ADDRESS OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 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 39-055-1 `1 pwoy�Gwa� - .r q US .i NOTES: SURVEY OF ON CFtFEK LbT �O 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:XX.X �' pwE��WATER EXISTING CONTOUR LINES ARE SHOWN THUS:XX----XX LOT 9 °SEs 2. REFER TO FILED MAP FOR TEST HOLE /3 DATA. MAP OF 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. w 1 TANK; 8' DIA. 4' EFFECTIVE DEPTH LONG POND ESTATES 1 4. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. w ' 2 POOLS; 6' DEEP, 8' dia. SECTION ONE LOT. (E w 'w / x PROPOSED SOX FUTURE EXPANSION POOL FILE No. 8037 FILED DECEMBER 27, 1985 4. SITUATE USES PUg C wA1ER V� Wi w RI�� f ' ®PROPOSED 8' DLA X 6' DEEP LEACHING POOL SOUTHOLD PU9 •� .c4�T liVV 1/V PROPOSED 1,250 GALLON SEPTIC TANK K,�J� mw xX // ' �pNSFORM 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD TOWN OF SOUTHOLD o� Cjsa-wp.IFRIN / n29,9�J � _14 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SUFFOLK COUNTY, NEW YORK k ' O \`\ FUBV / 13.9` DRAINAGE SYSTEM CALCULATIONS: S.C. TAX No. 1000-55-07-02 � w o w ' xJ0 tfL / _ o� ! DRIVEWAY AREA 960 sq. ft. " ' OpNp•N� �' ;-15 960 sq. ff. X 0.17 = 163 cu. ft. SCALE 1 =40 w /IE I___---- x �,�,(/) 163 cu. ff. / 42.2 = 3.8 vertical ft. of 8' dia. leaching pool required APRIL 12, 2019 p5 _ _--- � �_ PROVIDE (1) S' dia. X 4' high STORM DRAIN POOLS AGE OF woo _I_I_ I-_ -_-_--_` `\ JIM *1. 15 ROOF AREA: 1,107 sq. ft. x • 1,107 s . ff. X0.17 = 188 cuff. x \ I 1 N 188 cu.sq. / 42.2 = 4.5 vertical ff. of 8' dia. leaching pool required TOTAL AREA = 40,022 Sq. ft. 17-4 _ \ \ \\ 1 ' PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS 0.919 ac. i �Z , O � �� PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: / \ R QG FOUN MON. i x1L5 1 \ -: \ `��j9 CONC• \ - \ i x \\1 I Tr1 A PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS; �E� \ \ \ X\ 11B.G\ III; 1 11 II o I / \ \ \\ 15.7 \11 I I x � o \X'8.2 N X1� \\ // -x17.3 \1 I� I I1 II 1 i SUFFOLK CCl1PasYDEPARTYAMMT€BP �12EA .aC�SERV/IOOa X IJ x-=�i��X15.8\ x1s.a �" 1s.o x�\. ....: \xzQs ��/ I3�P� I - I I I LII P�RTIAIFop,!APP?C�bt1LOF"'COMSTr�'Ll.ICTIC1NFORA X - - x r Zz I � •aa.�••.:::'�"��:• �� __ -�/ I I 15.1 I I 1 1111 , � � �I�aGL�' !'ASfzt.:y i��'9I+)E6dCI"t�i�1LY o / / '.,:••:•:�pp05�;� , x_ I ► 1111 / y N of ty... ts.B I I I 1 1 1 1 o ,,.�. . ... ju x I I ` 1 11111 Nov 1 3 201 / 80. FF.. i 1 I 1 111 DAtE . :m . 1;40. �Zlb-l4'yl - Lo 1ss :. ' / \ I 111" L 16.3 'C x �;� 1 p11 rx X1;1 (T BiP°r�l;'0TED po ° // �'::'� w // =X 1 \ 111\ \ o t go a yr � ,�, • ' LOT _ , \ 14 \\ FOR Ni Am U1,Aa OF E�fvOC3F,.�5 ® QE, 1R ' \\ 1\\\ 14.5.s EMPIRES TEE HRFROM DAT OF APPROVAL L X lzi 0'g n 11111 41 lam► \\ o� \\ "X // '-� a' TEST HOLE DATA x 1s.3 wA (TEST HOLE No. 3 AS SHOWN ON FILED MAP) PREPARED IN ACCORDANCE WITH THE MINIMUM USES PUBU025 TOPSOIL as LOAM BY THERDS FOR TITLE LI.A.LS. AND APPROVED AND ADOAS PTED LOT IQAP ��5" 1 FOR TITLESUCH ASSOCIATION. THE NEW �0 ESTATE LAND SUHD p13D ESoA SUF f01,�C COUN OF �.Lp13G s of tHE vvv FSE No, 9p31 � , C® ®.yam ' \ - \\\ 1-0 199 BROWN FINE TO MEDIUM SAND SP � t G m EL 5 5' B.5' ut HIGHEST EXPECTED GROUND WATER r�o PROPOSED SEPTIC SYSTEM DETAIL TEST WELL No. USGS 4°6906072„0,02 s 8843.2(NOT TO SCALE) O 1 O- 13' HOUSE 8'PRECAST REINFORCED CONCRETE SLAB TOP a TEST HOLE GROUND WATER RFL 19A' V DEEP max. FINISHED GRADE T �� IS PRECAST REINFORCED CONCRETE COVER ElEK�'� FINISH GRADE •J BURIED 1' DEEP min.2' DEEP max. 24'dia. LOCKING, WATERTIGHT& INSECT PROOF ELEV. �7A• Y.S. Lic. No. 50467 CAST IRON COVER TO GRADE 1 20'mtn O'min. MIN. 4'dia. a TOP EL 15.W,,%, iFANOUT TOP ELEV. ta.s' APPROVED PIPENathan Taft Corwin III PITCHED D PIP ' B .B MIN.4'dia. NMET- 3'CLEAN UNAUTHORIZED ALTERATION OR ADDITION INV. O- APPROVED PIPE 3� ,4 4'dia. SAND TO THIS SURVEY IS A VIOLATION,OF ELVV. t5.5 PiTCHED 1/4'/1' ELEV. m a INVERT CROSSO'� , COLLAR SECTION 7209 OF THE NEW YORK STATE �� Imo• a CIL EDUCATION LAW. Land Surveyor a MAP NOT BEARING THE COPIES LANDFS SURVEYOR'S INKED INK D SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED IIc((11 BOTTOM 3 HIGHEST EXPECTED GROUND WATER TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. SEPTIC TANK (1) El".2 - �� CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY I. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,250 GALLONS. LEACHING POOLS� IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout r'3Y"t1?'�'r•' `••�`,� °,rlt�i^4y 1 TANK;8' dia., V effective depth - TITLE COMPANY, GOVERNMENTAL AGENCY AND • i 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 eq ff SIDEWALL AREA LENDING INSTITUTION LISTED HEREON, AND -_t 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4. 2 POOLS; 8' DEEP. B' dia. I ( TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631 727-1727 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2• LEACHING STRUCTURES SOLID DHING POOLS ARE To BE OMES AND/OR O S RECAST REINFORCED CONCRETE OR EQUAL) TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. •• - '- "- 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. OFFICES LOCATED AT MAILING ADDRESS 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF t1/47 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHAD_BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETWEEN ALL LEACHLNG POOLS SHALL BE MAINTAINED. 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. USES`NUBOGWA'(ER SONO �R�EK LOT SURVEY OF Ot1Eu�,IGwASER LOT 9 Asa Pueu MAP OF LONG POND ESTATES SECTION ONE 1 FILE No. 8037 FILED DECEMBER 27, 1985 LOTQ x -� SITUATE 'ex USF P��GNAIER SOUTHOLD PuevG wA // sFORMPs� TOWN OF SOUTHOLD SigC,gWA�1N 229,95 13.9 �14 SUFFOLK COUNTY, NEW YORK LO�G / 1a_--- S.C. TAX No. 1000-55-07-02 cONc / -------x� —�5 SCALE 1"=40' ,4.1 s Ln APRIL 12, 2019 `\\ 75.5 ml��15 JULY 2, 2020 FOUNDATION LOCATION x I N TOTAL AREA = 40,022 sq. ft. E \\ 1 0.919 ac. J/ /'�\ R'2 .26 fOUNc MON• \ —��— xt7.5 \ 1 \ (-.\\ NOTES., x 1 I rm 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM x\ I1$ff\ III n EXISTING ELEVATIONS ARE SHOWN THUS:.= '— �l8 ——— \\ \\ \\ 15.7 \\\I 1 I I I I TONG CONTOUR FILED MAP FORETES�ESHOWN THUS:HOLE #3 DATA. ———XX x 15.6 2. REFER \o x ts.2 r1 X18 \ \ 1 O,�m IIII 7a \ co PEERI l 1B.s 1 I I I j I I I _ i \\ o x 16.3 ——— x1r�4 \\ ° l � )�/XI&I / x / I I _ l-Li�� x TEST HOLE DATA a X 15.8 i \ Ap•d — — / I- I 111 �I I (TEST HOLE No. 3 AS SHOWN 0 N FILED MAP) Aix PFR '3�•d. — I I 1 1 I II I c^ TOPSOIL&LOAM / Tem COUNOAaASA OP � --- I I I 1 1 1111 1 OFOUND. ,-- 17,2x I 1 I 1 11111 TA °�--�AI�PIER \ / f5.3x 11 , LOT O \\ // \ \'�` \\ BROWN FINE TO MEDIUM SAND SP X 17.4 / X T6.9 \ I \ \ 14.5 EL 5.5' 8.5' HIGHEST EXPECTED GROUND WATER x1m \ TEST WELL No. USGS 405908072110102 c_8843.9 / 1 / 1s•1 t�V!�•\ X \ // \ ,\\\\ 1�1�''1 TEST HOLE GROUND WATER 13' \\ T \ $ x 16.3 xx174 PREPARED CE WITH THE MINIUM STANDARDS I F C TITLEASURVEYS AS ESTABL RISHED x ts"1 / USFS P BY THE LI.A.LS. AND APPD�1D-ADDFTED / 1 j,OT N )10 OF S„ TffLESAS ASSOCIAUCH USE TION. TH T ND ----5p�3J -- as NG p�T ON TWO of SNoF 9051°Utah vACANs r °� t \ 5 5 5a LG S9 INE 906 5 FUE D Fyva. AUG 2 5 2020 m BPCJ p LDA!'i'SY Bd'9'iPTO HOLD L N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION OF THE NEW YORK STATE Land Surveyor EDUCATIONN LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Titre Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. ONO �REEt< LoT OO Usa SURVEY OF DWF��wA LOT 9 USES pUOV MAP OF LONG POND ESTATES 'SECTION ONE FILE No. 8037 FILED DECEMBER 27, 1985 L°T SITUATE USES p�OWASN �R��E SOUTHOLD PUB�a WA TOWN OF SOUTHOLD r, �pNSFORMFR G �o Ceg' �N 229.93 SUFFOLK COUNTY, NEW YORK G S.C. TAX No. 1000-55-07-02 LO SCALE 1"=40' cONa• ` N APRIL 12, 2019 JULY 2, 2020 FOUNDATION LOCATION JANUARY 6, 2021 FINAL SURVEY Q'g0" E MAE TOTAL AREA = 40,022 sq. ft. 8 U 0.919 ac. R 6 CNC MON•N `, f BD�AY ��2� CMN OJ 1 � OOIS t� A •1 20 D i G� SEPTIC SYSTEM TIE MEASUREMENTS o� in f TANK HOUSE PORCH SUFFOLK COUNTY OEPARTMEMT OF FEALTH SERVICES CORNER 0 CORNER[E OUT y a SEPTIC TANK 'ZZ 1 grSEN�WpY APs ROVAL 0-iONISTRUCTED tl RrS FOR COVER 17' 22.6' A S31NGLE Fr ;:LY RESIDENCE LEACHING POOL � A Z i uND LANK t�� I De]$G' .� Y5 C Z�C� (} COVER 1 27.6' 35' NpUSE W5ta0'J— } H.'S,Rall;'1110.'1�Q �� COVERING POOL 31' 27' I&Ai he sawage d s��^9 mid vmtar amu, I �ciifitieS e S BCcas:on have been �'' j•-•� p1R q02 l i `� _ InupQC28d and/or GEi#f:ed by thIS Depar me, Or C iar auarjmez and found to �2�UNR5 i N Dow GOND•CHIMNEY �` �`�— be satisfactory FOR A/CV1Fus11U1r:M onSEORO®�15. C O 1,0T 0 <F. n NO O ,� �.r(%C ��,.,i,•,ny, �y U-. .y i.gr:i�....' �•/g �}f� 1126ZY� Fc 1 . , .:•d�L7unr;,:uaddsSa�G:;. t.:diu4T`� JAN 9 "RAJA� `9'i—r,�i� ey �' NG PREPARED IN ACCORDANCE WITH THE MINIMUM '"G ff r�r+r• D0 WAS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED LA USES BY THE 25 FOR U SUCH USE BYNTHE NEWVYORKNSTATEND OPTED LAND N LOT )SAP OF S„ ueD�sION ESTATE couNn � vAD� TITLE ASSOCIATION. �� _ � «Lp13G S OT o>� pR F�t lAo. gO I �� c 'A� S 1%404 NOVEMB offo of X990 "�` Q�, s F �` r� cs g r aaryry 4yq; fS ��7V ^ • ,._.rU` N.Y.S. Lic. No. 5046 7 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. use JAG wA� CREEK LOT O SURVEY OF N� LOT 9 LO us*pov�p WASER MAP OF LONG POND ESTATES SECTION ONE FILE No. 8037 FILED DECEMBER 27, 1985 LOT o�p WAS a�NI�� SITUATE uses PugU Pu8V0 WAS K .9R SOUTHOLD TOWN OF SOUTHOLD o Cgg.93' SUFFOLK- COUNTY, NEW YORK LO� pU9U 2 S.C. TAX No. 1000-55-07-02 rR Nc o G SCALE 1"=40' cG N APRIL 12, 2019 N JULY 2, 2020 FOUNDATION LOCATION JANUARY 6, 2021 FINAL SURVEY ,cp" E MAS 1' TOTAL AREA = 40,022 sq. ft. 75 S Q_ " ` 25 pp G N 13 K puRe oV 0.919 ac. .26 Nc.MGN• \ WAL 0y 2) GNIN v 20 av SEPTIC SYSTEM TIE MEASUREMENTS o\ S C y HOUSE PORCH g \ 4 0 o FcN CORNER QA CORNER QB SEPTIC TANK 17 22.6' COVER xz LEACHING POOL 27.00 'Pp3 40. COVER 1 6' 35'R AH`( S6 LEACHING 31' 27'Eo � 2 /� o C N ORYW�G�`CAND NMCj 04 V1 4 f� LOT O o£ $ oo GC �?A \\ 255•ap 1 ,n NG PREPARED IN ACCORDANCE WITH THE MINIMUM pWE�G WAS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED usss p\03 BY THE LIA.LS. AND APPROVED AND ADOPTED N LOT 25 OF �� FOR SUCH USE BY THE NEW YORK STATE LAND MAp 5 TITLE ASSOCIATION. DrnSIO14 ES`IATV' COUNV vA� �3g'Sp» W "LANG EOT ON C to of NoE 9�1 �� Y��e 00 75 S tHE Ag f 5 F1�p 1 ON 029, �990 �+ 67IS ea� Lao.rr,cad N.Y.S. Lic. No. 50467 rNAHIS RZED AERATIONVIOOR ADDITION Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE Land Surveyor � EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED'SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. _ Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TVnON. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. APPROVED AS NOTED DATE: B.P.# Must provide Manuals FEE: ' ^fir : D, J and S as per NOTIFY BUILDING DEPARTM AT NYS Energy Code 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH"- FRAMING & PLUMBING 3. INSULATION Blower door 4. FINAL - CONSTRUCTION MUST and ductwork BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE testing required. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT,RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION -; ITH9M Tgh$l 7BA, ON LEAD,CONTENT BEFORE BOARD CERTIFGCATE OF OCCUPA NC) 1--aL {OLD TOXTRUSTEES SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EX6EED-2/1�O OF 1% LEAD. ,ftU MING ',ALL PLUMBING WASTE j OCCUPANCY OR f.'" ATER LINES NEED „ JC.�EFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE ',,DO NOT PROCEED WITH OF OCCUPANCY -tFRAMINC UNTIL SURVEY' ,QF.;FOUNDATION LOCATION HAS_RE,EN;APPROVED DRAINAGE INSPECTIONS ARE REQUIRES All exterior lighting Contact TOS Engineering at 765-156o before installed,replaced or Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been installed to Code. to Chapter 172 sof the Town Code ESC: FEE WINDOW AREA-WA`r NOTES �ZENERAL FOUNDATION NOTES: IO REFER TO PLAN 42'-0" FOR KEY NOTES N z z 831023 WINDOW WELLS I. REFER t0 CODE COMPLIANCE FOR REQUIRED MIN. COMPRESSIVE = a T w} w w THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL STRENGTH OF CONCRETE. ~ "'~ 0 z = ` �� BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION o o U W Uj 40 -0 2 -0 AND WIDTH OF 38 INCHES. THE AREA OF THE WINDOW WELL o a Q o z Q o _ SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING 2. ALL NEW FOUNDATION WALLS SHALL BE 10" POURED CONCRETE 8'-0" IN W LU U<� Q z Q z N TO BE FULLY OPENED. HEIGHT 4 KEYED t0 A 8"x18" POURED CONCRETE FOOLING. (UN.O.) U ° ° > a W o o w EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION �- a - N -o o-0 :5: 9'-6" 83102.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL BEARING OF 2 O �;o o Z Z = o - 0 INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE TON/SQUARE FOOT WITH A MINIMUM OF 36" OF COVER Z Z O z o z Q o WINDOW WELL. Q a—LU IL �=N < U� wUN"—� � 0Z r-T-� _____��h�x r0�1 c_Q______ 4. STEP FOOTING DOWN AS REQUIRED TO ALIGN BOTTOM OF UPPER o G W M w = o o . .p� 831023.1 LADDER AND STEPS FOOTING WITH BOTTOM OF LOWER FTG. MAX. 2:1 (HORIZ.: VERT.) =a z _ ; W o U 12"m x 36"d POST I I T N � o LU 0 FOOLING WIITH I I I BEAM WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 o INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED 5. PROVIDE AND INSTALL DOUBLE JOISTS UNDER PARALLEL WALLS ¢ o Q SIMPSON "P544 I I I • I @ I LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY (TYPICAL) OFFSET POST BASE I OPEN POSITION. LADDERS OR RUNGS SHALL HAVE AN INSIDE SET IN. (TYP) I I I r I WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 6. ALL FRAMING MEMBERS COMING INTO CONTACT WITH CONCRETE SHALL ------- -----------------------I--�- INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE • �• _(2_YX T&r_ c-a------- r 1 (2n"x 10" A.C.Q L (2n"x r0" A.C.Q BE A MINIMUM OF .40 P.T.P. N a 0 •N 1E8�ND�U8 WELL. I. VERTICALLY FOR THE FULL HEIGHT l BEAM BEAM ` BEAM I I. PROVIDE (2) 05 REBAR a 24" VERTICALLY Q INSIDE CORNERS (TYPICAL) h--1 83103.2 BULKHEAD ENCLOSURES 8. PROVIDE 4 INSTALL "KARNAK" 'ONE-KOTE' ELASTOMERIC LIQUID �I BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS TO MEMBRANE WATER PROOFING SYSTEM ON ALL FOUNDATION WALLS 2"x 10" ACQ. LEDGER I THE BASEMENT. THE BULKHEAD ENCLOSURE WITH THE DOOR BELOW GRADE. INSTALL AS PER MANUFACTURERS INSTRUCTIONS. p I ANCHOR INTO RIM JOIST PANELS IN THE FULLY OPEN POSITION SHALL PROVIDE THE W/4"x X"O LAG SCREWS 0 I MINIMUM NET CLEAR OPENING REQUIRED BY SECTION 8310.1.1. S. BEAM POCKET (TYP). ALL GIRDERS AND BEARING BEAMS TO HAVE I 24" OC STAGGERED TOP 4 x I BULKHEAD ENCLOSURES SHALL ALSO COMPLY WITH SECTION W o BOT AND 0 ENDS N I 16 R311S82. � MINIMUM 4" OF BEARING ON STEEL SHIMS ONLY. PACK ALL BEAM � z --- - - -- - - 1 __— - - -- --- - - - - - - -- - - - - - - - - -- --- - -- -- -- - - - POCKETS SOLID WITH NON-SHRINK GROUT AFTER GIRDERS HAVE BEEN ° ° a - ° ° ° °. 8310.4 BARS.GRILLES, COVERS AND SCREENS SET. r l 0 r ----- - -- ----o - - - -- - -- - -- - - - -- --- ° - -- - - - = 10 DIA STEEL LALLY COLUMN ON 24 x24 x12" P `J I BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE W � U � e167lIPERMITTED t0 BE PLACED OVER EMERGENCY ESCAPE ANO 3 �� " OURED CONCRETE r, I I I I 0 RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS FOOTING WITH 04 REBARS 7 O.G. EACH WAY. U.N.O. [� M b _ 15 I @ I ° I THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET ° L_ — CLEAR OPENING SIZE COMPLIES WITH SECTIONS 8310.1.1 TO 11. PINE TREAD/PINE BOX STAIR WITH WOOD RAILS AS SELECTED BY p 8310.13, AND SUCH DEVICES SHALL BE RELEASABLE OR OWNER REFER TO STAIR 4 HANDRAIL NOTES ON THIS DWG. QI U REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, • 0 2"x 8"ACQ.LEDGER — I TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT 12. PROVIDE AND INSTALL BRIDGING AT ALL MID SPANS OF ALL JOISTS. a �, ANCHOR INTO RIM JOIST ° , WHICH 15 REQUIRED FOR NORMAL OPERATION OF THE ESCAPE W/4"xli"0 LAG SCREWS • _ I W1 cin _ AND RESCUE OPENING. 13. INSULATE ALL STAIR WALLS, UNDERSIDE OF LANDING AND CELLAR w ,� r-- - --------} 24"OC STAGGERED TOP C14to2 -01 @ ^ 2•x WIN•16" 1 s 507 AND a ENDS � � � 1 STAIRS. 1--•l � � � -2" -� 11'-10" 15'-0" O.C.(A.CD) 1 14. PROVIDE 100 S.F. AREA OF 5/8" TYPE 'X' GYPSUM BOARD OVER h C i i _._l I 15 m BOILER I I I - 15. PROVIDE AREA WAY AT ALL WINDOWS IN FOUNDATION WALL 5'-1111 /1 -III 5'-11" 5'-1111 41_111 61_611 31_911 I ' 1O - _ I ( 10 I 10 10 10 I 1 ef- 16. PROVIDE CORNER HOLD DOWN. REFER DETAILm ON THIS DRAWING ~ 61 3' 10" 1 I ° I rp 'n 12"� x 36"d POST I f—I - f 7 F_ —I F_ 7 f 7 � —I 1 I J ( WALL STUD �' a ' FOOTING WIITH SIMPSON 1 . I . I• — N . I • I• —I- . I . I _ e ,LL HOLD-DOM fV °PB44 OFFSET POST HDL5-51C52.5 BY I L —_J L— _J I ZL .J. J L J L. __I I I V e SlnasoN STRoNGTIE j Y BASE SET N.(TYP) I I I l 10FLOM VJR A CELLAR COORD W/MODULAR STAIR LOCATION I AA SILL NEW` I t��EW WINDOW. SI 44 �I = 4" POURED CONCRETE _ i r 1'� 11 FROM SCLNTO FIN. <l 1+ SLAB ON 6 MIL POLY V.B. @ O I I FLOOR SEE t1 WINDOW SCHED. (I SD CM I I IS 1 AALL HOLDOAN w I UP N.TS. (SINGLE or TWO STORM t NEW PREFAB. 38'-8" I cin U �- EMERG. 1 ESCAPE AREAWAY. I SEE NOTES. I L- - -- ------- - - - --- - - - - CTYP) -- - --- - ----- --- - ---- - I ►� 1—� I _ I I sIN6 M JOIST NAILED A. ° a ° INSTALLATION r� ply PORTION I�� r T W I� — -- 11 II --- I — 'r IV • EZ �wG/.{ . . 2"x 10 ACQ. LEDGER ANCHOR INTO RIM JOIST U ^^ Z W/4"x X"m LAG SCREWS A i a `4 i Is 1/2' •N h--� a 24 OC STAGGERED TOP 4 I I O BOT AND +1 ENDS 1 j, '� I A Z O � (2)2"x 10 A.G.Q � .. '• �, ONE#4 Ie�Arz IN � BM EAI •. --------------- 'a swEAI¢cotrE Q 12"0 x 36"d POST r n O FOOTING WIITH I I s�lrtpeon 5trong-T1e SIMPSON *PB44 L- -------------------------- -j OFFSET POS7i'15ASE HOLD DOWN DETA I L SET IN. (TYP) I Y 10'-0" I Y NTS W � J U F. Ij"MIN.EDGE Id ~ REFER t0 DIFFERENCE 0 3 PROPOSED FOUNDATION FLAN No 7, MODULAR DWGSFOR TYPICAL ij � a SCALE: 1/411 = 11-011 CONSTRUCTION NEW F j.'s 5i8"40x1?•STEEL API HOR �c BOLTS AT W-O"OZ.MAX. 'C MIN EMBEDMENT or- SEE FSEE PLAN—' co STAIRWAYS 4 HANDRAIL NOTES: :� ;•., dY 3 1. ALL STAIRWAYS AND HANDRAILS MUST BE IN 5C HrEDUL. NEW `' CO COMPLIANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CELLAR •:`='�' w CODE OF NEW YORK STATE SECTIONS R311.1 MARK LOCATION MANUr-ACTURER MODEL # COLOR CONFORMS WITH REMARKS NEW 811 P.C. FND. , :� rn 2. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR EMERSENGY EGRESS WALLS (TYP) NGHOR BOLT 17)F-TAIL WIDTH At ALL POINTS ABOVE THE PERMITTED HANDRAILvi HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT_ WI BASEMENT ANDERSEN 400 SERIES A51 WHITE N/A - NEW 8"x 16" P.C. p 3. THE MAXIMUM RISER HEIGHT SHALL '13/4" AND 7HE MINIMUM TREAD DEPTH SHALL BE 10". FOOLING W/ 2x4 � NTS 4. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" W2 BASEMENT ANDERSEN 400 SERIES TW5046 WHITE YES _ KEYWAY (TVP) 4" P.C. SLAB ON 6 W AND A MAXIMUM HEIGHT OF 38" MEASURED VERTICALLY MATCH BOT. OF a. FROM THE NOSE OF THE TREAD REGARDING LOCATION EXIST. FTG. MIL POLY V.B. AT STAIRS OR VERTICALLY FROM ADJACENT LANDING. Residential Code of New York State W W Section R508 — Glazing 8308.1 INDENTIFIGATION: w N 2015 Residential Code of New York State EACH PANE OF GLAZING INSTALLED IN HAZZARDOUS LOCATIONS AS DEFINED IN SECTION •�• i o N R508A SHALL BE PROVIDED WITH A MANUFACTURER'S OR IN5TALLER'5 LABEL � I ��, �OI�ND>4T f ON SACT' f Ol�l Table 8402.2 DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING Table R401.4.1 Table R403.1 STANDARD WITH WHICH IT COMPLIES WHICH IS VISIBLE IN THE FINAL INSTALLATION. THE ,�- SCALE: 1/411 = 11_01 Minimum Specified Compressive Strength of Concrete z LABEL SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT WZ Pres�nptive Load-Bearing Values of Foundation Materials MINIMUM WIDTH OF CONCRETE OR MA50NRY FOOTING finches) 20" 20" (V BEING DESTROYED. FED, 1Ir Minimum 'fled Compressive Strength V c) LOAD-BEARING LOAD-BEARING VALUE OF 501E f) Z MIN. MIN. Type or Locations of Concrete Construction Heatherin potential PRESSURE 1,500 2,000 3,000 4,000 _ ('020 Residential Code of New York State DATE Negligible Moderate Severe N GLASS OR MATERIAL (PSP) earrventio,al � t-frkme construction Section 8310 — Emergency Escape and Rescue Openings LEGEND Basement walls, foundations and other concrete not exposed Crystalline Bedrock 12,000 1--tory12 12 12 12 R310.1 Emergency escape and rescue openings required. —— —— — JANUARY 31,2020 to the weather. 2500 2'500 500 Sedimenta and Foliated Rock 4,000 2-story15 12 12 Basements with habitable space and every sleeping room shall have at least one openable NEW FOOTING 4 FOUNDATION WALL CONSTRUCTION �°•.r- Basement slabs and interior slabs on grade, except garage X500 2,500 2500 c Sandy Gravel and/or Gravel 3-story 23 17 12 12 emergency escape and rescue ——— SCALE 4-inch brick veneer over light frame or 8-inch n Where emergency escape and rescue openings are provided the shall have a sill AS NOTED floor slabs. � 9• 9 Y Pe oP 9 Dr Y — — (GW and GP) 3,000 hollow concrete masory DOUBLE HUNG CASEMENT height of not more than 44 inches Basement walls, foundation walls, exterior wall's and other 2500 3000 d 9,000 d Sand, Silty Sand, Clayey Sand, Silty -$ WINDOW UNIT WINDOW UNIT above the floor. NEW WINDOW ASSEMBLY WITH WINDOW TAG vertical concrete work exposed to the weather. Gravel and Clayey Gravel 2-story 1 21 1 lb 1 12 12 R310.1.1 Minimum opeing area. Porches, carport slabs and steps exposed to the weather, 2,500 30 00 de 3r d,e (SW, SP, SM, GM and GG) 000 Y_ All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 Wl DRAWING and garage floor slabs 8-inch sold or fol Doted ma square feet. For 51: I pound are inch - 6.895 kPa: Clay, Sandy Gay, lay, Clayey y DEVICE LEGEND A- a,poll per squ -s N• Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet.a.At 28 days psi. tan y Sllt 2-st 29 21 l4 l2 R310.1.2 Minimum opening height. ARCHITECTS CERTIFICATION b. See Table R3012 (1) for weathering potential (CL, ML, MH and GH 1,50 3-4 42 32 21 16 The minimum net clear opening height shall be 24 inches. THIS ARCHITECT CERTIFIES THAT TOTHE BEST OF HIS KNOWLEDGE,F.F. EL.c.Concrete in these locations that may be :subject to freezing and thawing during consfivction shall be a. 501 e5 5 are requlr On a a minimum footing Is s,use a singe w 8310.1.3 Minimum opening width. O NEW SMOKE DETECTOR INFORMATION AND BELIEF,THE PLANS ARE IN,ACCORDANCE WITH OF air-entrained concrete in accordance with Footnote d. bearing capacities of the sal shall be part of the recommendations. sold or fully grouted 12--inch nominal concrete masonry wits rs The minimum net clear opening width shall be 20 inches. SD APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL s d.Concrete shall be air entrained. Total air content (xxcent by volume of concrete) shall not be less b. here h-place sats With an allowable bearing capacity of less than pyitfed, R310.1.4 Operational constraints. CODE OF NEW YORK STATE&2017 UNIFORM CODE SUPPLEMENT,THE 2 than 5 percent or more than 7 percent. 1,500 psf are likely to be present at the site, th, allowable bearing Emergency escape and rescue openings shall be operational from the inside of the room 2015 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2015 J e. See Section R4022 for minimum cement content. shall be determined a sals ees v ' 'om. without the use of keys or tools. 0 NEW CARBON MONOXIDE I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. CM DETECTOR Lu Z H Z Lu Zw w D z N w W F=—O Z F- w _.. .._ .. . . ... ............ . O QOw ._.... _ ......_..._._........._.._.-......._-............-_...._... _ .....__......._._..........._. --..------.-.-__-----------. w U= w3w........:. ..._.._._..... _.._... _._ _ _................................................_... _... .......... U H pQ N Z >Q„p f-2 f. 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T:� i i ii OWNERVJ a I I I ;SPO 1'1 Ou CK, li I I O H ......... .................... Lj Q "I I ( ! PORTICO DECK ' I Z - .._..:............ i _....__._ ._.........._.... IF�Ef� E ................................._........... !....._...._ (, I I .. PORTICO DECK .. ...... r.jI L...__.: iP!*ANS CTo ::S III I REFER t0 DECK I I I P U : , ......................._........ - .............._,............- ' PLANS t SECTIONS ! I REFER TO DECK +19'-0" FIN. 1st FLOOR :.......................................... J_....! (...._.... _...........T.. ................ ll:::::. 1..... I ---�- � �....�.� i — —l__._._......._._.._�...__._..._....._— _.___.__.....__�_.......1 UN ... :...... _ ._............._.�_..._.....................�........._. i PLANS t SECTIONS � � +19'-0" FIN. Ist FLOOR i F--1 DECK _ -- - — - — _ GRADE - - - ---------------------- ------ 4" GONGRE;E� I I I I I 4" GONGRETE� I I I I 4" CONCRETE I I I I I I 4" CONCRETE SLAB AT STEPS I I I I I SLAB AT STEPS I 11-11--12"0 x 36"d PIER I I SLAB AT 5TEP5 I I " �,/� SLAB AT STEPS I I I 4 CONCRETE AT GRADE I I I I I AT GRADE I r FTG-S (TYP) I I AT GRADE L I I I I I AT &RADE I I I SLAB AT STEPS J I L J L J I I LJ L L AT 6RADE 12"0 x 36"d PIER I I I 12"0 x 36"d PIER I 12"O x 311 PIER FTGs'S (TYP) I I I FTGz'S (TYP) I FTGs'S (TYP) I 12"4, x 36"d "d PIER FTGI NEW FOUNDATIONS t FOOTING S NEW FOUNDATIONS t FOOTINGS ( REFER TO FOUNDATION PLAN -- - -I I I REFER TO FOUNDATION PLAN - - - - NOF�TH ELEVATION SASS" ELEVATION W SCALE: 1/41' = I'-0" SCALE: 1/4" = V-0" � L) ZQ � . . 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(TYP) DRAWINGS BASE SET IN, (TYP) SCALE AS NOTED ( ,4'� DRAWING FRONS' PORTICO SECTION t C SIDS DECK SECTION 1 �� - �� EAR FOR I ICO SECTION �_3 : 1/ 11 - 11 ARCHITECT'S CERTIFICATION A-3 J-3 SCALE• /4 - -0 1 11 1 11 SCALE: `[ THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, SCALE: /4 = 1 -sa INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH OF APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE&2017 UNIFORM CODE SUPPLEMENT,THE 2015 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2015 3 I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. WMH DRAWING LIST TOTAL AREA = 21224 SQ. FT. USE GROUP = DETACHED SINGLE PAGE # FAMILY DWELLING Z TYPE CONST. = WOOD FRAME w 1 ELEVATIONS UNPROTECTED Q GROUND SNOW LOAD = 40 LB /SF F- 2 FOUNDATION PLAN SEISMIC DESIGN CAT. = C 3A2 3B FLOOR PLAN Z 3W BRACED WALL PLAN SOIL SITE CLASS = D WIND SPEED MR) = 136 MPH 4 CROSS SECTION New York EXPOSURE CATEGORY = B 5A, 5B PLUMBING PLAN Review Only 2020 FLOOD ZONE = NO Date: 01/16 tion 6 A, 6 B ELECTRICAL PLAN PFS Corporation Bloomsburg,PA 8 STD. NOTES & DETAILS FLOOR LIVE LOAD 1st FL. = 40 LB/SF 2nd FL. = 30 LB/SF �: f ; W ` .CLIMATE ZONE 4 5572 HDD / NOTES: DESIGNED TO THE FOLLOWING: 1 . ALL ITEMS NOTED AS "B/P" REFER TO THE BUILDER AND/OR PURCHASER OF THE HOME. cy� W W co NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): 2. B/P SHALL. BE RESPONSIBLE TO SUPPLY AND INSTALL ALL MATERIALS ON SITE IN 0 2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH ACCORDANCE WITH MANUFACTURES SPECIFICATIONS AND STATE AND LOCAL CODES REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: ALL PORCHES, DECKS, Nft-ft Z Z 0 REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, 2015 fBC, STAIRS, RAILS AND GUARDS, ALL SUPPORTING STRUCTURE FROM THE BOTTOM OF o Z 0 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH THE MODULES TO GRADE AND BELOW, ALL PLUMBING PIPING BELOW THE 1ST FLOOR Z P s SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED SHEATHING (INCLUDING CLEANOUTS), HOT WATER HEATER, ALL ELECTRICAL SERVICE W o IN THE 2017 UCS. TO THE PANEL BOX LOCATION, ALL EQUIPMENT REQUIRED FOR HEATING AND WHICH INCORPORATES BY REFERENCE): COOLING OF THE RESIDENCE NOT INSTALLED BY WMH, KITCHEN COUNTER TOPS, SINK NYS ENERGY CODE ( ) & FAUCET AND FIREPLACE. C-' 11* 00 0 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION g' °' 3. THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED �2 CODE, PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL EXTERIOR PROTECTION, INCLUDING THE FASTENING FOR WINDBORNE DEBRIS IN � `N REFERENECES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE SECTION R301.2.1.2 W LIJ �^AMENDED TO BE A REFERENCE TO THE 2017 UCS. 4. B/P SHALL BE RESPONSIBLE TO COMPLETE TO FOLLOWING ITEMS PARTIALLY DONE Oo 3 LO 0 REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS IN THE FACTORY: INSTALL ALL REMAINING SIDING AND ACCESSORIES, CONNECT Z �— bi = Z � PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, PLUMBING VENT THROUGH ROOF, CONNECT PIPING TO HOT WATER HEATER INSTALL oo ' W � APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. � J W z V) T � �, v GWB AT MATING LINE INSTALL ALL WIRING AND BREAKERS TO ELECTRIC PANEL 0 ASHREA 90.1-2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. BOX, AND LOCATE ROOF TRUSS TYPE SIGNAGE AT THE ELECTRIC METER (SUPPLIED U W w z -.0 •� `` 0 OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. BY WMH AND INSTALLED ON SITE BY B/P) p o ? o F N (n .�C ) 2014 NATIONAL ELECTRICAL CODE 5. ALL CUTTING, BORING, AND NOTCHING OF STRUCTURAL MEMBERS SHALL BE a cq o 0 DONE IN ACCORDANCE WITH R502.7, R602.6, R802.7 OR AS APPROVED BY A � a �' NOTES: QUALIFIED DESIGN PROFESSIONAL. Q CO 1 . THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND w LL CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE PROJECT ADDRESS NOTE: O 1 . 1 C00 Li `n °' DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2016-073. UNAUTHORIZED ALTERATION OR 46 w >- °' 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN 1720 LONG CREEK DR ADDITION TO THIS DRAWING ISA Q z M COMPLIANCE WITH CHAPTER 11 OR THE CODE. SOUTHOLD NY 1197 VIOLATION OF SECTION 7209, w � - Q 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN ;, 1 ARTICLE 145 OF THE NYS ~o 0 0 � SUFFOLK COUNTY z U o AFA ACCORDANCE WITH N1102.4.1 .2.RATING COMPANY TO BE USED IS GLENN HOOPER EDUCATION LAW. z � a- Y O (RESIDENTIAL ENERGY CONSERVATION), PO BOX 1013, SMITHTOWN, NY 11787. o < Z 0 W r l ®® 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE � � Q Y Z V BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1507.3.3(1 ). WITH A ANTHONY S. PISARRI, P.E. P.F.S. CORPORATION o _ o o z MINIMUM CONTINUOUS FLOW RATE OF 75cfm. DESIGN PROFESSIONAL 3RD PARTY INSPECTION AGENCY z UO 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON 3 ROSALIND DRIVE 1115 OLD BERWICK ROAD ice- C,ZZ-j • �W a' IL THIS LOT. CORTLANDT MANOR, NY 10567 BLOOMSBURG, PA 17815 U' 914 39— _ w J o� Z� N J �j ( ) 7 6580 (570) 784 8396 w g� az W � 3� a0 c� a C i �— fn OVERHANG DIMENSION (*) HOUSE WIDTH PORCHES AND EXTERIOR DECKS TO BE EXTERIOR SIDING AND CORNERS TO BE ROOF PITCH " DESIGNED TO BE STRUCTURALLY INDEPENDENT SUPPLIED AND INSTALLED ON SITE BY B/P 24'-O"_ 26'-0"/30'-0" 27'-8 31 -8" 5/12 16" 11" 16" OF THE MODULES BY A NY LICENSED PE/RA 7 12 16" 11" 16" WITH THE DESIGN AND CONSTRUCTION TO BE 9/12 12" 11" 12" }- 12 12 $ 3 4" s 3 4" 8 3 4" REVIEWED, INSPECTED AND APPROVED BY THE U LOCAL BUILDING OFFICIAL. z NOTE: 0 WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN WINDOWS. Q GRILLE PATTERNS FOR OTHER MANUFACTURERS MAY BE DIFFERENT. z NOTE I` VENT FLASHING SHALL BE Q INSTALLED AT VENT PIPE PENETRATION PER R3103.3 (n }z. — Q 0- 0 1 1 1 lion 0' Of Hill [ III ] Q �r .� If". ,•,5s, (EGRESS) (EGRESS) (EGRESS) (EGRESS) � .'fit .... i r —_ W \ o0 'vft" z z z z f= v m V 00 = torn ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE DESIGNED, SUPPLIED AND INSTALLED BY B/P I m C N N FRONT ELEVATION L E >0- ct)00 SCALE: 1/4"=l'—O" m z 0 ^ =cy) Z r PLUMBING VENT Do > w 1 2 STACK � z w r v x J z = N � 4 opo o � � -�0 Ma N � v � V) n d � L- J o I Q O7 I� Q> 00 _ OVEERHANG LLJ (\ p CHART V 0 (EGRESS) v Li.l � � � PORCH BY B/P — Q z M F- g g 9 � J Z QLill O 0 ®® ooh z YQz E3Tm Full C � � O ® <Q Y !� I I wW O O II II II II II I LEFT ELEVATION I I REAR ELEVATION I I RIGHT ELEVATION I Imo— �Z ' MW °' U-1 SCALE: 1/8"=l '—O" ( SCALE: 1/8"=l'— ' SCALE: 1/8"=l '—O"' �' �" �LLJ 0 LL1 0 LLJ=:>- o0 z� N Z W �a oZ p a0 pia. �D DCV �— cn< a 40'-0" 9-0" 4'-5 1/4" U W 0 r ------ 800# ------ Q � I Z 977 PLFIT- 806# = O I IFOUNDATION WALL U FOOTING � i Ld � � I I I 1 Z * NOTE: $ COLUMNS LOCATED FOR CONCENTRATED LOACS ARE DIMENSIONED. OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 6'-8" �$ p ** = 7'-8" Q j ��Po a co 13'-2" PL=3960# 11'-10" PL=3960# 15- 1822 PLF 1194 PLF 1822 PLF * * ** *k 4'-1" 6'-6" 4'-5" 00 - I I I I I I I I I I I I -1 I- - -4-9 -I - 9 ------ 04 —N 1 1 1 1 I I I I I L-- L---J - J L- -J L---J L---J LALLY COLUMN \ COLUMN FOOTING W d- M POST TO SUPPORT STAIRS r SUPPLIED & INSTALLED BY B/ I I UP M O 0 \ p \ S/L o U-) O I I I i I I I t , Z o I I I I I I Z - O Y S I --- ----� I 5 = 1 977 PLF I Q L ------ --------I (n 1..� V -t00 C" cr) C-4 CD Q> -LN w >- co 3 3 Z00 > p U = Z Q Ld Y O z w} x La J Z rn � FOUNDATION NOTES: 0 a w z o L4- FOUNDATION 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. 3 o COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE _j O F- � -O LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT = a n 0 ® o o) OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 04 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE Q 0') �--. M COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, W t H 00 PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. 0 } 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE WITH 8"x8" TOP PLATE. ® N THICKNESS OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO SUPPORT LOADS GIVEN. � y- z mom 4) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. W J Q r7 ~ 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. O O ZUO ®® 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED z C�f BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE < Z< O (z ®® TOP OF SILL PLATE. orf af Q Y 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT STAIRS 0 - cW O O Qj AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL APPLICABLE z U 0 0 ENERGY CODE REQUIREMENTS AF Q ca uj p 07 cn �n U Li it Lv S y I- p O0 Z Q'r IV) J O LIJ O a V) Q� 3? QV gF— DECK BY B/P 40'-0" } Z W BLINDS BLINDS 0 O RANGE BETWEEN GLASS BETWEEN GLASS Q 2432 00 VENT CN235 PS61611 PS61611 Z 800# O IC 2442 O 21 2 J L 214 11542 rn rn ti�-- W IL W U p�'�� CAR BWBT18 DW B21 WR3624 PLUMBING W TILE r,I� sL sB36 ---- 34sf M IA Z 0 O FD-151i� 6'-6" K- DELUXEN E oCABINETS f 0 - ALL PLYWOOD CONSTRUCTION � oELM B33 B33 _ 2 3/4" CLASSIC CROWN 50"W x 60"H mo COUNTER TOPS BY B/P R.O. D24 a f 4--0" o - SINK & FAUCET BY B/P FIREPLACE 0 BY B/P a r7 M X 000 211°` r7 — FAMILY ROOM 0 F5 D20 KITCHEN ZBREAKFAST 12'-11" x 13'-0 1/2" 20'-4" x 13'-0 1/2" o .. i = ANTR 1980# 1980# ' STACKABLE iv (3)2x3 (3)2x3 00 vZ A30 A30 A60rl Q N PLUMBING WALL 7c� N � �� .�:; i• ; N W o qqI m �� I I o� o cy� to ------------------L--- --------- — -- Lo ROOMo (o 12'-6 1/2" x 13'-0 1/2" UP 14'-3 1/2" x 13'-0 1/2" Lo O I N - t� z r7 I q- zz 0 0 v w 3056 3056 I S263XE -X30h263XESL 3056T 3056 w o U d' 00 4-0-0-" 69-8" 9'-4" 90-4 69-8 4P-0 ' - N co cn � c0 PORTICO E 04 BY B/P z 00 ' W OL m zw C x LLIZ C� w -5C L.L- Z j 0 � 0 0 D o = ® o t U) a � L-- JN �. N (/> rn 00 NOTES: - c^ 9'-0" FIRST FLOOR CEILING HEIGHT ALL ALL M AMING LUMBER=SPF #2 Q } ENTIRE FIRST FLOOR Fb=2950 psi r� °% Fv=285 psi °�3 W ALL WINDOW & EXTERIOR DOOR HEADERS: Q Z M NOTES (2)2x10's SPF#2 UNLESS OTHERWISE NOTED W J ^ p�n - ANDERSEN 400 SERIES WINDOWS W/ FINELITE 0 O O ME C d GRILLES Z 0 O ®® LIGHT 8c VENTILATION SCHEDULE (SF) — 2x1os ® 12"O.C. IN KITCHEN WINDBORNE DEBRIS NOTE: z Y Q z � - ZIP SHEATHING ON EXTERIOR WALLS 0 w g O Q ®® ROOM AREA LIGHT SUPPLIED VENT SUPPLIED - O.S.B. SHEATHING ON MARRIAGE WALLS 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS D:� Q Y IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE Q Q O Z LIVING ROOM 186 25.78 14.28 - UPGRADE INTERIOR TRIM SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER p - U o o SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED z DINING ROOM 164 25.78 14.28 EXTERIOR PROTECTION, INCLUDING THE FASTENING. Q F- C3Z �o KITCHEN/BREAKFAST 265 40.4 22.96 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE zJ alv RATING SHALL CONFORM TO IRC SECTION R301.2.1 d FAMILY ROOM 168 32.4 15.56 W 8 oU!i Ln Z QCV a Q � o� 3=) v 40'-0" U W C'1 EGRESS EGRESS Q 3046 2432T 2-3046 2432T Z O L-jI z F 0 oz W 0 I J I Z I o — BEDROOM 3 BEDROOM 4 ; TILE > " TILE m I m 62sf O Q 0 LL- 10'-0" x 10'-8" 48sf o 10'-4" x 9'-7" m I I M I � 00 T� ! j D24UI I I D26 D24 D26 I I BP50 _____ I o o I` 'AT P.D�'I z I � � I 25 1 54" 1980# 1980# N z I m m ---------- .EIIQSTALLED]. (3)2x3 (3)2x3 _I a {r ; ----- I I "`t' c L2] 1 1 2" x 11 1/4* MICROLAM - ROOF D26 - - - D26 A30 r i W \�/ \\ I / \\ — V // \\ H O BEDROOM 2 , MASTER BDRM o 12'-6 1/2" x 13'-0 1/2" 14'-3 I I 14'-3 1/2" x 13'-0 1/2" z a I 1 -v"' m I I o z o z I I oF= > Lu 3046 3046 1I 11 1 3046 3046 3046 a w = U p 0 Of O N EGRESS EGRESS EGRESS EGRESS a U 00 ,. " , " 4 -0 6P-8" 9 -4 9'-4" 6 -8 4'-0" Lo 0) ' N CO •-- tD (/-) I CDC4 o M Ld CD--� 3 d^ z 00— = Z � Do > w ; � z � } � � x z : � � o0 0 C> o d 04N ®� o:: J J I _ � — N Q a 00 t\ NOTES: I~il c� ALL FRAMING LUMBER=SPF #2 V v ALL MICROLAM: Fb=2950 psi QOf N Fv=285 psi w ALL WINDOW & EXTERIOR DOOR HEADERS: Q Z ,�� NOTES (2)2x10's SPF#2 UNLESS OTHERWISE NOTED (f) (n - 2x10s © 12"O.C. IN KITCHEN F- -i O - ZIP SHEATHING ON EXTERIOR WALLS ZOO U ®®LIGHT 8c VENTILATION SCHEDULE (SF) — O.S.B. SHEATHING ON MARRIAGE WALLS WINDBORNE DEBRIS NOTE: z Y Q z W - UPGRADE INTERIOR TRIM n � � O ® ffA 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS ROOM AREA LIGHT SUPPLIED VENT SUPPLIED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE < Q Z SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER p � O O V MASTER BDRM 186 21.22 11.46 SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED z U 0) 0Y BEDROOM 2 164 21.22 11.46 EXTERIOR PROTECTION, INCLUDING THE FASTENING. Q uj ~ Z • W IL-1LJI BEDROOM 3 107 10.61 5.73 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE za~ RATING SHALL CONFORM TO IRC SECTION R301.2.1 NJ W of �t BEDROOM 4 99 21.22 11.46 LLJ 00 cV 14�.s W ¢ oa0 ou- 3 a a WALL A >- v 3'-11" 4� '-2" 7'-11 1/2� '-9 1/2 , Z 1 W C� a Design Parameters O I O N Structure Type 1-2 Family Detached ZZ I J tt Stories 2 F J Seismic Design Category B U Wind Speed(V.ult) 136 W N " I N Wind Exposure B \ I \ O I Stories Above Grade 2 Z Mean Roof Height 24 It — M I Eave to Ridge Height 8.1 ft I Roof/Ceiling Dead Load 12 psf I GWB on Interior of Walls. YES Q I I Wall Bracing Requirements -2015 International Residential Code D. --_--- j j Braced Wall Lines - Ranch, Cape, or Second Story 00 00 I I Wall Bracing North/South Direction Wall Height: 8 ft Of N i N Adjustment Factors: CS-WSP BRACING UNLESS NOTED i Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor 0.9 1 1 1 Wall line Spacing Required Braced Required Braced Braced Walls Blocking Required Wall(ft)Tabulated Walls(ft) Adjusted Provided(ft) at Horizontal Seams i1� Wall #1 40 9 ft8.1 ft 27.5 ft NO Passes � e �'�\ Wall #2 40 9 ft 8.1 Ift 27.5 ft NO Passes °' Wall Bracina East est Direction `+' ih Required Braced Required Braced Braced Walls Blocking Required atr.,` ————— Wall Line Spacing Wal!(ft)Tabulated Walls(ft) Adjusted Provided(ft) Horizontal Seams t.a_r ,/ Wall A 27.6 6.52 ft 5.9 ft 25.3 ft J NO Passes ! J I I Wall B 27.6 6.52 ft 5.9 ft 24 ft NO Passes '•� Q I I Braced Wall Lines - First Floor of a Two Story W Wall Bracing North/South Direction Wall Height: 9 ft Adjustment Factors: —53"-6- 6'-2 6'-2- "-6- —5 Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor 0.95 1 1 1 40'-0" Required Bracing Required Wall Braced Walls Blocking Required at WALLB Wall Line Spacing Walt ftTabulated Bracing (ft)Adjusted Provided(ft) Horizontal Seams Wall #1 40 17 ft 16.2 ft 21 ft YES Passes (� Wall #2 40 17 ft 16.2 ft 27.5 ft YES Passes w•� o o Wall Bracing East est Direction `\ o \_ o LO WALL A 40'-0" Wall Line Spacing Required Bracing Required Wall Braced Walls Blocking Required atA o 0 Wall(ft)Tabulated Bracin (ft)Adjusted Provided f Horizontal Seams v� 6'-2 1/2" 7'-7 1/2" 3'-4" 3'-0" Wall A 27.6 12.04 ft 11.4 ft 20 ft YES Passes ° Z 800# 800# Wall B 27.6 12.04 It 11.4 ft 21.5 ft YES Passes Z o Z ® L \ N Z ~ o w W -- > > — I J a N O I Q C> rn00 O o I ( N iD Cn I N ` N >- to CO I o o ^ ( 1 —T— Z Z 00 ooDo > wLJ rn v O u N N W V Z C3 -0 x J 5 My = Ur � W l LLjZ � � .c � a'S J0 OHO ------- J -t I U) � a ^ N �� oOrn I '- _I Q I C/-) 00 �-- -------- ;•� ® t H o0 10-0-#1 _ c ---I I V) rn N �v Q j > }- o m 800# Q Z rn F— U7 U) -5" V-6" [4'-10 1/2" 4'-10 1/2" S-6" '-5" O JO ZZ gr4 40-0" ZUD ®® Z Y < Z !—� WALL B � :�io o ®® U.] a Y - � oo zCol CO) AF— < Z= NW w M n U- U J LLJ U., Z 3� N QC Q a C.� -, C r'n I CONT RIDGE VENT 18 int/LF (3) 12d 0 12-O.C. Z LLJ MMH8 STRAP Q TYP ROOF O 30 YR SELF-SEALING FIBERGLASS SHINGLES I` OVER 15# ROOFING FELT W OVER 5/8" AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY (n PRE ENGINEERED & TO EAVES FOR ICE SHIELD Z CERTIFIED ROOF TRUSS DESIGN SPACED @ 24"O.C. 12 6� Q R38 INSULATION a W/VAPOR BARRIER p AIR BAFFLE BY MMH8 STRAP WMH 2x6 SUB-FASCIA ~-FASCIA BY B/P 5/8" CEILING GWB �; ^ :• '.'� r TRUSS BLOCK DETAIL LU26 HANGER ® SOFFIT BY B/P (MIN. 10.7 in2/ft2 VENT) 2x6 BLOCK BETWEEN CLEAR SPAPJS EVERY OTHER TRUSS w/ _ TYP INTERIOR WALL { d 3 12d FACE-NAILS AND 2 2x4 SPF TYP EXTERIOR WALL 12d END-NAILS AT I [ ] #3 TOP PLATES [2] 2x6 SPF #3 TOP PLATES ACH END OF BLOCK co 2x4 SPF #3 ®16" OC STUDS 2x6 SPF #3 ® 16" OC STUDS W }� ' `^ Y.• 5/8" COMPRESSION STRIP 2x4 SPF #3 SOLE PLATE 2x6 SPF #2 SOLE PLATE 1/2 GWB BOTH SIDES 1/2" GWB INTERIOR SIDE `�;✓ .,r Y' �3� 12d FACE-NAILS = (3 (82#) = 246# (WITHDRAWAL) \ R21 INSULATION WITH VAPOR BARRIER312d END-NAILS = (3) 128#) = 384# (SHEAR) BOTH GREATER THAN 175# MINIMUM.] co \ ( STAPLED TO STUDS ® 7" O.C. - MA only -- -___= 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE LO 2x10 SPF #2 ® 16 OC FLR JST \ R-12 RIGID FOAM INSULATION =�_= WEATHER - PROTECTIVE BARRIER *V%.% IN FLOOR PERIMETER =________= VINYL SIDING 5/8" CEILING GWB \ a o R21 BATT INSULATION B/P TO IN CEILING PERIMETER TYP MARRIAGE WALL FIREBLOCKK AND FINISH ON SITE I o 20 [2] SPF #3 TOP PLATES o 2x3 SPF #3 ® 12" O.C.(1 st FLR) 9" ( l 12d COMMONS �. z 0 2x3 SPF #3 ® 16" O.C.(2nd FLR) _ I o Q 2ND FL _ TOE NAIL 0 Cr as z z x 1/2" AGENCY RATED SHTG. MAT.SIDE \ � I _ �� z - o D 1/2- GWB INTERIOR SIDE r' I 1ST FL CL a w = 2x3 SPF #3 SOLE PLATE lao a 8d COMMONS a \ = ALONG BAND " AGENCY RATED SHTG. 12ds TOE-NAILED 0 6 O.C. �/ U � 00 TYP SUB-FLOORING 3/4 = rn 2x6 PT SILL PLATE-� °2x10 SPF #2 ® 16" OC FLR JST co ______ _- (SUPPLIED & INSTALLED BY B/P) w �1 d WINDOW/DOOR NOTES: a>0 E `N R-19 FIBERGLASS INSULATION 1. ALL WINDOWS AND DOORS TO BE INSTALLED o 00 -' TO COMPLY W/ENERGY CODE I o m PER MANUFACTURE'S INSTRUC110NS FOR w r.-. a i O ANCHORAGE PER R609.7 3 (INSTALLED BY B/P W/VAPOR m o = LO N p 9" I _ w 2. MULLED UNITS TO BE INSTALLED USING (1) z i z BARRIER TO WARM SIDE) x o w 2x4 SUPPORT MULLION PER ANDERSEN w °i00 I = COMBINATION DESIGNS FOR 400/200 SERIES FOUNDATION WALL-,,,.., �j' \ r j I a D/H WINDOWS AND WILL SUPPORTA v z 5 "o p n I m Q PRESSURE OF 42 30 sf � � c� U c� ~ SUPPORTS 0o I ri o z 3. ALL WINDOWS AND DOORS LABELED FROM z w p > m & STAIRS \ z � MANUFACTURER TO COMPLY WITH R609.3 _j o O O BY B/P I z 4. ALL WINDOW INSTALLA11ON AND FLASHING TO Z N D v� FOUNDATION FOOTING---,," LALLY COLUMN BE COMPLIANT PER R609 a _ i. o r n o rn 5. WIND PRESSURE FOR WINDOWS/DOORS [PER J = a N V / N i TABLE R301.2(2)] COLUMN FOOTING Q 0000 ENERGY NOTE: W r__ ``�� - c i) - ALL INSULATION VALUES BASED ON ATTACHED U a 1' (21 P co RESCHECK COMPLIANCE REPORT V / � PERIMETER BEAM DETAIL GWB FASII=NTNG NOTE: Li.l }- r� � - WALL & CLG GYPSUM FASTENED PER TABLE Q Z v / M R702.3.5 (UNLESS OTHERWISE NOTED) U) (n O PERIMETER BEAM (2) NOTES: �' _ O '22x10 SPF#2 w/ 1/2" 1. WALL AND CEILING FINISHES SHALL HAVE A 0 Z U O ®®FLAMESPREAD PLY. EACH MODULE FLAME SPREAD INDEX OF NOT GREATER THAN Z Y Y LLQ 2PER R302.9.1 Q z ® ®® 1/2-0 BOLT & NUT 2.. INSULATION MATERIALS SHALL HAVE A FLAME 0 tY :2O r 1 •• SPREAD INDEX OF NOT GREATER THAN 25, PER � Q Y & WASHER ® 32 O.C. R302.10.1 Q O O Z FLOORS, 48" CLG/ROOF C) _JOIST/HDR NOTESz � p p v : 8" x8"STEEL PLATE & LAG BOLTS 1. ALL FLOOR JOISTS ARE 2x10 0 16"O.C. SPF#2 Q wC, win 0-)BY B/P. PLATE THICKNESS PER TABLE R502.3.1(2) W/MAX SPAN OF F_ ZJ �� DESIGNED BY OTHERS. 15'-5". (!) v, af w LALLY COLUMN / [ ] W o z N II 2. ALL WINDOW DOOR HEADERS ARE 2 2x10 w oo w� w SPF#2 PER TABLE R602.7(1), UNLESS W 6 o w - " uil OTHERWISE NOTED. wa Z 3Z ~aO o L �i 40'-0" Z W 1 1/2"V Q /TO 2ND FL I SUPPLIES Z O WC I I - J L_ L_ F CDC f-E v DW i 3"D FROM W 3"D L 2ND FLOOR 2"V I I KIT SINK (n 1 LA2„p 2� I TO 2ND FLOOR 2"D Z_ 2"V I I � Q O a D Ix FAMILY ROOM KITCHEN WASHER • r , 1 1/2"V 3"D FROM'-` ��, .a. �. 2ND FLOOR co rl ----------- a t� I � M - ------------- t� o o 2 DINING ROOM --------- ----- LIVING ROOMto I I6 I t,.ft z zz Iz z 0 N v w I a > z w Ld U O C.� 00 0-j 2"V N � 2"V TO 2ND FLOOR 1 12-V Q N N TO 2ND FL >- 00 OD W I- �- C> 3 z > w 00 � z of >- Z � -0 x J z rn0 c J c� � > DW SINK WASHER WC LAV o o CCO O .- NO L 'O O UJ 5 `Cr WC N „ (n 0 a � � 3"p o 1/2 1 1 1 1 -� 0_ -4— N WASHER z I I I I Q 00 00 N I I I I I- rn p LAV C 2"D FL W '� o d iv 1 1/2"p N o u- I I I I p — ® C v 0 LLI CD LL 43 Z az� M � N KIT SINK DW (n Ll_ DWV DIAGRAM Lu � o oo � �- ZU0 ®® MEW 'A' - NTS M SUPPLY DIAGRAM z YQz D = DRAIN VIEW A - NTS p :2 p ® ®® V = VENT FV = FUTURE. VENT FL = FLOOR LINE SP = STAND PIPE = 1/2" SHUT OFF VALVE p - w 0 O DW = DISH WASHER COLD z WC = WATER CLOSET Q FC = FIELD CONNECTION BY B/P ------ HOT Nm a B/P = BUILDER/PURCHASER 0cy- o w� W 0 �� 00 z� ..N . om W �_� oz a0 z (n nu- 3� �; 40'-0" U W 1 1/2"V Q FROM 1ST SUPPLIES FL 3"D TO 1ST FLOOR Z O WC U 7�03"D W TUB/SH 1 1/2"V �- 2"V FROM 1ST FLOOR WC 2.V 2"D I Z BEDROOM 3 3"V BEDROOM 4 ; LAV I SHO R 1 1/2 V Q LAV I ?V a 1 1/2"D 2"V I � I I I I I I I I 3 D TO 1 ST FLOOR 1f ~ r " 00 rt LL CA 7 ' / y( tr / a- \\\ lo, / M O BEDROOM 2 MASTER BDRMm Lo I I I I � Z z I IZ Z U) 6 2z t N v 5 I I a > _ w- Uui p a U) U d 00 3" M V C14 (orn THRU ROOF I z cn cc Q to I CD oM Ili. co Li I- 0 3� zp n V Z CD 1 1/2-V > DD > w Z a FROM 1 ST FL z >- x J U Z m TO (� W p _. .c Li 2"V FROM 0 � 1 ST FL 3y M N�' �y 0 0 � O -60 LAV WC TUB SHO LAV WC SH R W a N o _J o � 2 J = acv' p_ � � 1 = N � tog M > I I I I 1/2" E-- Q� CD y a^0 N > I I I I TYP W ® V o 3 D TUB/SHO � " _� to u 2O 1 1/2-D r----� -- - -- L-- --�-- -- --I FL 43 j >-4)001 CD c m I Q Z � � 0000 roo 3"D TO yV LAV I I �-- -I Z W J - Q 1ST FL 1 1/2"D I I 0 0 0 ®® > z Y cr Y O U 20 WC N p 0' 0 O I, . . 3"D Ld a Q Y r (�7 �wo0 VAY SHOWER 2i,,L Z 0 0-) w 2"D LAV z w 1 1/2-D N J a II II " it w em W cD x>- p0 _� ..N Lu o� z �? a0 Q Ln c� 40'-0" U W C� 7 7 PORCH LIGHTS 7 Q cFl 8 wGn P Z WP I 2 O 80-110C I 10 /� 4 L=7tj' GFl 2 4 9 4 8 W 5 18 6 I 4 LOCATE ® 78'AFF ———— (V) (INSIDE UPPER 8 Z 19 �Tl I7LOCATE 78 8 WITHIN 6" OF1,3 4COUNTERTOP 2 Q 6 6 7 4 7 8 Of 6 FAMILY RO M FS 6 C EN KFAST 8 8 7 7 20,22 G g4 08 f. 0 2ND FLOOR t� M BSMTSD T Q ir :� f'Y N 6 s 11 13 TO A B RNP PlUNDEERRM 9 3 9 r= 1 11 ®72"AFF w 10 cD 10 10 — ------- 9 9 • i y 10 9 I 11 10 I ��\ iTo un m oo °i o 1p 9 � H H O DINING ROOM`° ,Dw ---- ---- --- W LIVING ROOM o 072"AFF I g 9 I t� Z z I 10 Z Z 11 I p Z F— N U 5 g 11 I 9 Q w = 1.1 V ui Of cndb ® d N WP 1 10 10 C.> 00 PORCH LIGHTS 'n ICV to (/7 I E r OD DO Z U = D Q Y CTI LEGEND CIRCUIT DIRECTORY z moz O PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. ? o 110V DUPLEX RECEPTICAL 1 40 8-3 RANGE KITCHEN AFI 12-2 20 2 p _j 0 U ,6� 110V DUPLEX RECEPTICAL – SPLIT HARED 3 KITCHEN AFI 12-2 20 4 �Ld a N 0 r)ool IL rn 220V RECEPnCAL 5 20 12-2 REFRIGERATOR AFI GL-1/2 BATH,HALL AFI 4-2 15 6 J �-- v� �— — N Io WALL LIGHT7 15 14-2 GL—KITCHEN AFI GL—FAMILY RM AFI 4-2 15 8 PANEL BOX TO BE LOCATED IN THE BASEMENT. EXACT Q °' U cn 00 CEILING LIGHT SURFACE MOUNTED 00 9 15 14-2 GL—LIVING RM AFI GL—ENTRY AF] 14-21 15 10 LOCATION TO BE DETERMINED. L W tJ c— c O RECESSED LIGHT AT CEIUNG V44 d 11 20 12-2 DINING RECEPTS AFI GL-BEDROOM 3 AFI 4-2 15 12 IF PER LOCATION OF PANEL BOX, AN ON-SITE DISCONNECT swlrcH, SINGLE POLE IS REQUIRED, THE CONNECTIONS BETWEEN THE ON-SITE c/) 00) 4-P SWITCH, THREE WAY 13 15 14-2 GL—HALL,BD 4,SD CO AFI GL—MSTR BATH AFI 14-2 15 14 SWITCH, FOUR WAY DISCONNECT AND THE MAIN PANEL ARE TO BE INSPECTED 43 > } a� 1- o m 15 15 14-2 GL-MSTR BEDROOM AFI GL-BEDROOM 2 AFI AND APPROVED BY LOCAL BUILDING INSPECTOR. (n `� 14-2 15 16 z � FL FAN/UGHT FIXTURE RANGE/HOOD FlXTURE 17 20 12-2 BATHROOM GFI's AFI DISHWASHER AFI 2-2 20 18 FH FANLIGHT do HEAT CEILING UNIT 19 20 12-2 MICROWAVE AFI DRYER 10-330 20 1— O O � Q4LjL �— 21 20 12-2 WASHER AFI 22 Z U O ®® ® SPECIAL PURPOSE CONNECTION z YL' Y , a O JUNCTION Box 23 24 < z O AC/DC SMOKE DETECTOR 2526 LLJ O BELL 27 DOOR BELL BUTTON 28 (Y Q Y � 29 30 - � O0 ® 2014 N . E . C . Q V Q TELEPHONE OUTLET * ALL OUTLETS TO BE TAMPER RESISTANT * c) °' 0� p� TELEVISION CABLE OUTLET 31 32 ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY 50 MIN. * Q J� Wo THERMOSTAT 33 34L;j ®< VACUUM SYSTEM OUTLET * ALL EXT. GFI RECEPTACLES TO BE UV RATED * ] KJ <w �� 35 36 w o� �I_ �-» CEILING FAN do LIGHT [EEI 38 W X>- D O 0 2 N . Q0 0 CEILING FAN FLOOD LIGHTS 40zEn 0 CL Fn a o� �z) c QO as 40'-0" z W C� a z 0 13 12 12 14 � O V W , 80_110 v- 80 F CFM I F (n L , 14 L z BEDROOM 3 12 EDPPOM 4 12 4 12 12 GFl 13 12 i ?(: Gn a � 14 17 1 I 14 I 13 13 I SD SD 13 I I I�TZ��4-T7f 0--- 13 i 14 13 00 --- TO 1 ST FLOOR SD 13 D / O13 Tr- 16 / 15 18 W f. 16 /7\\ 15 16 / 16 �\\ rn // �� 15 15 / TO 1ST FLOOR \ < O BEDROOM 2MASTER BDRMm Lo , _______________ 1 I t%% Z Z o 16 16 1 1 15 Q w 15 Z F N = V w 1 , 15 = U L LAJ V) V "It co O'� 0) L >- 'C'o Q Y0) z � Co wLJ W Ur _� - 0 x J Z Ur w W Z � V o •� � 3: oo � o 0 D � Q N J oa ' r- U) moo °' =J = ~ V M Q W c- o0 w t` 0-1 U v 00) LLJ C/) 46 LU az Cf) Cf) Lli JzQ L� p o00 ®® z Y � Y 0 ® ®® a YLU N � U � D' Z Q JZ �Luo .� 0') a ZJa H V) 0 NW F- wU oLL.W w 0 ZCN o-C Z 3j vxd a<l uo ANDERSEN WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW SERIES STYLE GLASS SF VENT(SF) "U"VALUE SHGC ROUGH OPENING UNIT AREA sF THERMATRU DOORS CN235 400 CASEMENT 8.0 7.20 0.30 0.31 3'-5 1/4" x 3'-5 3/8" 11.5 2432 400 DOUBLE HUNG 5.1 2.94 0.30 0.31 2'-6 1/8". 3'-4 7/8" 8.40 DOOR TYPE SIZE GLASS(SP) VENT(SF) "U"VALUE MATERIAL REMARKS O 3046 400 DOUBLE HUNG 10.3 5.73 0.30 0.31 3'-2 1/8"x 4'-8 7/8" 5.70 SF DX302 (S6123) HINGED 3'-0" x 6'-8' N A 20 0.20 FIBERGLASS O 3056 400/DOUBLE HUNG 12.9 7.14 0.30 0.31 S-2 1/8"x 5'-8 7/8" 7.11 SF S263XESL SIDELIGHTS 1'-2" x 6'-8" 2.60 N/A 0.27 FIBERGLASS DX28 S132 HINGED -T-8" x 6'-8" 6.28 17.8 0.28 FIBERGLASS ANDERSEN DOORS DOOR TYPE SIZE GLASS(SP) VENT(SF) "U"VALUE MATERIAL PS61611 PERMA-SHIELD GLIDING 6'-1"x 6'-11" 32.40 15.56 0.34 WOOD VINYL (BLINDS BETWEEN GLASS) O = THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20", & HEIGHT OF 2�". - ALL THERMATRU DOORS HAVE LEVERS W/ KEY SET UNLESS OTHERWISE NOTED ON PLANS. WINDOWS FOLLOWED BY 'T' IN FLOOR PLANS ARE TEMPERED I - ALL GLASS IN DOORS TO BE TEMPERED FLOOR PLAN NOTES 1) THE BUILDER/PURCHASER IS NOTED AS B/P. 7) ALL AREAS TO BE FINISHED OR BUILT BY B/P ON SITE TO BE IN COMPLIANCE WITH ALL 2) SEE FLOOR PLANS FOR LABEL LOCATIONS, ABBREVIATIONS ARE AS FOLLOWS: APPLICABLE CODE REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) GARAGE, ADDITIONS, FS-L1 STATE LABELS REM INDUSTRIALIZED BUILDINGS COMMISSION PORCHES & FIRE SEPARATIONS. TO BE INSPECTED AND APPROVED BY LOCAL BUILDING =THIRD PARTY INSPECTION AGENCYwQWARRANTY LABEL OFFICIALS ©DATA PLATE © CONNECTICUT LABEL/THIRD PARTY INSPECTION AGENCY 8) ALL INTERIOR AND EXTERIOR HANDRAILS OR GUARDRAILS ARE INSTALLED BY B/P HAVING SPINDLES SPACED 4" APART. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 3) MAXIMUM HEIGHT OF EGRESS WINDOW SILLS IS 3'-6" ABOVE FINISHED FLOOR. THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE 4) REFER TO ORDER SELECTION FORM FOR SPECIFIC APPLIANCES SUPPLIED WITH THIS HOUSE. FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 5) BATH ROOM FANS ARE RATED AT 70 CFM UNLESS OTHERWISE NOTED ON PLANS. 9) ALL FACTORY INSTALLED/SUPPLIED FIREPLACES ARE TO BE COMPLETED ON SITE BY B/P, 6) ATTIC ACCESS(ES) ON CAPE MODELS ARE TO BE DONE ON SITE BY THE B/P. INCLUDING FLUE PIPES AND FIRE STOPS. NOTE: NO COMBUSTION AIR TO BE DRAWN FROM BEDROOMS. SUPPLY NOTES DWV NOTES 1) MATERIALS ARE TYPE A PEX. 1) MATERIALS ARE PVC SCHEDULE 40. 2) WATER SUPPLY SHALL BE SECURELY ATTACHED TO THE BUILDING AT NOT GREATER DISTANCES 2) DRAINAGE AND VENT PIPING SHALL BE SECURELY ATTACHED TO THE BUILDING AT NO GREATER BETWEEN SUPPORT INTERVALS THAN SPECIFIED: SUPPORT INTERVALS THAN SPECIFIED. HORIZONTAL PIPE 0 32" HORIZONTAL PIPE ® 4'-0" FOR 2"0 OR LARGER VERTICAL PIPE AT MID-STORY (10' MAX) HORIZONTAL PIPE ® 3'-0" FOR 1 1/2"0 OR SMALLER 3) WATER HEATER SHALL BE SUPPLIED AND INSTALLED BY B/P. VERTICAL PIPE ® 4'-0" 4) ALL SUPPLY LINES ARE STUBBED THROUGH THE FIRST FLOOR. SUPPLY LINES BELOW FIRST 3) ALL DRAINAGE CONNECTIONS HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL FLOOR SUPPLIED AND INSTALLED BY B/P. ARE LONG SWEEP OR DOUBLE 45' FITTINGS 5) ALL HOT WATER LINES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. 4) HORIZONTAL VENT PIPE CONNECTIONS TO VERTICAL VENT BRANCH OR STACK SHALL OCCUR 6) ALL TUBS AND/OR SHOWERS SHALL BE SUPPLIED WITH ANTI-SCALD VALVES.] AT LEAST 6" ABOVE THE FLOOR RIM OF THE HIGHEST FIXTURE SERVED BY THE HORIZONTAL 7) ALL DEVICES INSTALLED WITH SELF CLOSING VALVES (I.E. WASHER, DISHWASHER) SHALL HAVE A VENT. WATER HAMMER ARRESTING DEVICE ON THE SUPPLY LINE SUPPLIED AND INSTALLED BY B/P 5) STAND PIPES SHALL EXTEND NOT LESS THAN 18 INCHES AND NOT GREATER THAN 42 INCHES ON SITE, IN ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES. ABOVE THE TRAP WEIR. 8) ALL FIXTURE SUPPLY LINES 1/2"0 SHALL HAVE INDIVIDUAL SHUT OFF VALVES. ELECTRICAL NOTES 1) ELECTRICAL PANEL IS RATED 200 AMPS (UNLESS OTHERWISE NOTED) AND LOCATED PER PLAN. 9) WIRELESS DOOR BELL TO BE SHIPPED LOOSE (INCLUDES 2 BUTTONS) 2) NON-METALLIC SHEATHED CABLE IS TYPE NM-B. 10) ONE GFI CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P 3) WIRES ARE INSTALLED WITH INSULATED STAPLES. 11) WATER HEATER, FURNACE, BASEMENT GFI, BASEMENT LIGHTS, ETC. ARE THE SITE 4) ELECTRIC SERVICE SHALL BE GROUNDED BY B/P IN COMPLIANCE WITH NEC, STATE AND LOCAL RESPONSIBILITY OF THE B/P. CODES. 12) A CLOTHES WASHER CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P IF WASHER LOCATION 5) ALL ELECTRICAL COMPONENTS SHALL BE LISTED AND/OR LABELED BY A NATIONALLY RECOGNIZED IS NOT INCORPORATED IN HOUSE. TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 13) RECEPTACLES SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRIC BASEBOARD HEATERS. AND LOCATIONS/USE INSTRUCTIONS. 14) CIRCUIT BREAKERS FOR ELECTRIC BASEBOARD HEATERS ARE ONLY INSTALLED IN PANELS OF 6) ELECTRIC PANEL SHALL BE LOCATED AND MOUNTED IN BASEMENT BY B/P, UNLESS NOTED HOUSES WITH ELECTRIC BASEBOARD SYSTEMS. OTHERWISE. 15) SMOKE DETECTORS ARE INTERCONNECTED AND INSTALLED ON A LIGHTING CIRCUIT WITH NO 7) A SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION NEAREST THE INTERVENING SWITCHES ON THAT CIRCUIT. POINT OF ENTRANCE OF THE SERVICE CONDUCTORS. 16) SMOKE DETECTORS SHALL HAVE A BATTERY BACK-UP POWER SOURCE. 8) TELEPHONE, AND TELEVISION CABLES TO BE RUN TO THE ELECTRIC PANEL LOCATION. UNLESS 17) BASEMENT SMOKE DETECTORS ARE SUPPLIED BY WMH AND INSTALLED BY B/P ON SITE. OTHERWISE REQUESTED/NOTED 18) ALL RECCESSED LIGHTS SHALL BE IC RATED AND ALSO RATED FOR WET LOCATIONS. FHW (FORCED HOT WATER) BASEBOARD HEATING NOTES EBB (ELECTRICAL BASEBOARD) TYPICAL B/P FOUNDATION DETAIL 1) BASEBOARD RATINGS ARE BASED ON 190-F WATER TEMPERATURE AT 1 GPM HEATING NOTES FLOW RATE WITH 65' ENTERING AIR. 2) FIRST FLOOR BASEBOARD UNITS ARE INSTALLED WITH HEATING PIPES 1) ELECTRIC BASEBOARD HEATING CIRCUITS ARE _ STUBBED THRU FLOOR. SECOND FLOOR HEATING PIPES BETWEEN BASEBOARD 20 AMP, 220 VOLTS WITH 12-2 NON-METALLIC TOP OF FDTN WALL � a UNITS ARE INSTALLED IN FLOOR AND/OR WALL PANELS. B/P IS SHEATHED CABLE TYPE NM-B. o M < 2x6 SILL PLATE RESPONSIBLE FOR INTERCONNECTION BETWEEN MODULES AND FLOORS. 2) MAXIMUM WATTAGE PER CIRCUIT SHALL BE A o BALANCE OF HEATING SYSTEM IS TO BE DESIGNED, SUPPLIED AND 3750 WATTS 8 o o j� N INSTALLED BY B/P. 3) BASEBOARDS ARE RATED AT 250 WATTS PER FDTN WALL I a 3) ALL HEATING PIPES IN UNHEATED SPACES SHALL BE INSULATED BY LINEAR F B/P. OOT. U_ / LALLY COLUMN U_ 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. COLUMN FTG 5) ACCESS PANELS ARE FOR THE B/P TO USE IN THE INTERCONNECTION OF 5) GENERAL LIGHTING RECEPTACLES SHALL NOT BE I TOP OF BSMT ISLAB THE HEATING SYSTEM. THESE PANELS MAY BE PERMANENTLY ATTACHED AND LOCATED ,ABOVE ELECTRIC BASEBOARD HEATING FINISHED OVER BY B/P AFTER HEATING SYSTEM IS COMPLETED. UNITS. FDTN FTG USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY DETACHED SINGLE CEDAR KNOLLS PAUL & ELLEN VAN WEFAMILY DWELLING CONST, TYPE: 900 MARCONI AVE SITE: PRODUCTION No. WOOD FRAME RONKONKOMA, NY 11779 1720 LONG CREEK DR UNPROTECTED SOUTHOLD, NY 11971 DESIGNER: Ko REVISION DATE �C.L4RREYNAGASTANDARD NOTFS 0,/03/19A 10/24/19 SCALE: SCHEDULES & DETAILS # ;r N A PAGE. Westchester Modular Homes Inc CHECK DATE ®® 30 Reagans Mill Road, Wingdale, New York, 12594 Tel (914)832-9400 Fax (914)832-6698