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HomeMy WebLinkAbout43926-Z o�4g�fFOl�-�oG Town of Southold 3/10/2020 �o y P.O.Box 1179 o - m 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41130 Date: 3/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 340 Sleepy Hollow Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.4-10.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2019 pursuant to which Building Permit No. 43926 dated 7/2/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling(modular)with unfinished basement, front covered porch, rear covered deck and attached garage as applied for. The certificate is issued to Gaydosik,Michael&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0072 3/9/2020 ELECTRICAL CERTIFICATE NO. 43926 3/3/2020 PLUMBERS CERTIFICATION DATED 2/21/2020 Geor yrou �AsAAA 7riz Sn�Fnt,�� TOWN OF SOUTHOLD hyo gay BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 43926 Date: 7/2/2019 Permission is hereby granted to: Gaydosik, Michael & Maria 2105 E Mill Rd Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. Must maintain 50' front yard setbacks. At premises located at: 340 Sleepy Hollow Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-1-10.7 Pursuant to application dated 6/14/2019 and approved by the Building Inspector. To expire on 12/31/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,682.00 CO -NEW DWELLING $50.00 Total: $1,732.00 Bui di pector 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: ✓ Zza774 hd House No. S eetAlln* Hamlet Owner or Owners of Property: l y� Suffolk County Tax Map No 1000, Section U Block 01 Lot /0. Subdivision tk Filed Map. Lot: _ Permit No. 2 Date of Permit. Applicant: 6l��j Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S' ature oF so��y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UM,1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Gaydosik Address: 340 Sleepy Hollow Ln city Southold st: NY zip: 11971 Building Permit* 43926 Section- 78 Block. 1 Lot- 10.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Double Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 6 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 3 Switches g 4'LED Exit Fixtures Pump 2 Other Equipment. 40 Circuit Panel- 27 Used, Cold Water Bonded Notes Modular Inspector Signature: Date: March 3, 2020 S.Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 z:; Southold,NY 11971-0959 Ql - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2 _ 2 I _2.0 2-0 Building Permit No.-- ,3/a S0F Owner: A4& - .1 (Please print) II Plumber: r �- m 1-OUl, ' lease print) I certify that the solder used in the water supply system contains less than 2/ 0 of /o lead. (P um er i ature) Sworn to before me this a day of k` 12020 pLYSE BVSMA ew Ybtk State of N � QUbI'tc, Q1SU62418�2 ,;, Notary Public,- S s <<< County, � � ! agg 50UTH o� TOWN OF SOUTHOLD BUILDING DEPT. Coum" 765-1602 INSPECTION [ /FOUNDATION 1ST AfL) [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING/ REMARKS: INV � fvv4�0'%.- � D s DATE Y 7 INSPECTOR so # TOWN OF SOUTHOLD BUILDING DEPT. comm", 765-1802 INSPECTION� -' [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK fl ) • J f'if'e DATE INSPECTOR OF SO(/l�°� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND ] INSULATION/CAULKING mX [ FRAMING /STRAPPING [ ] FINAL [ I FIREPLACE & CHIMNEY j ] FIRE-SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: T ak on o 1(�lz DATE l INSPECTOR laf so L40,77 9 110 eiv v �4#0 a/ : * # TOWN OF SOUTHOLD BUILDING DEPt. - cou765-1802 INSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. -],, FOUNDATION 2ND [ ] INSULATION/CAULKING C [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION 1 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) s [ ] CODE VIOLATION [ ] PRE C/O REMAS:._ -C=A A co a �2, 4� n4 OL�l 5A 13 65� a/- ooin / 111 OA r cy AV - L41eqAi Cori DATE ZQi INSPECTOR OF SOUIyO� �4 # # TOWN 'OF SOUTHOLD BUILDING PAX. °`ycoUlm, 765-1802 -INSPECTION " [ ] FOUNDATION IST [ .] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [: ] FIRE SAFETY.INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) t/raf [ ] CODE VIOLATION ] PRE C/O REMARKS: f�lAtA-t, ,DATE_ m INSPECTOR 0F50UTyO� # # TOWWOF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ]�11VSULATION/CAULKING _ [ ] FRAMING /STRAPPING [�] FINAL WO [ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O PFJWARKS: I ,L 9!!o� Pi or �6LAVtf,, f k(* =- r,. �� �� novive O� DATE INSPECTOR March 9,2020 Michael and Maria Gaydosik 340 Sleepy Hollow Lane Southold NY 11971 SCTM: 1000-78-01-10.7 Southold Building Dept. 54375 Route 25 Southold NY 11971 Att: Inspector John Jarski RE: Landscape Affidavit I hereby certify that as owner for the property at 340 Sleepy Hollow Lane Southold NY,that the landscaping will be completed when weather conditions improve and will comply with the requirements of Chapter 236. A4Z44/- Individual Owner's Signature Print Name of Owner Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11776-2427 INDEPENDENT Manual J/D/S RESIDENTIAL HERS Ratings ENERGY Blower Door Testing Tel:631.384.8498 ah 1A ASSESSMENT g Fax:631-979-0824 As ■s PROFESSIONALS Duct Blaster Testing Email: Peter.iREAP@gmaii.com ® W Elk P ANSI Level I Thermography Duct Leakage Certificate Permit#: House Address:�'�� s�e�,tJy �lD G91 /'lCity: yD�G[ Zip: Conditioned Floor Area (ft2): ' ® Duct tightness testing is not required for this residence as the air handler(s)and all ducts are located within the conditioned ace Check Test Method: Post-construction test/Total Leakage ® Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)=CFM @ 25 Pa Test Result: 5-62 CFM @ 25 Pa House 4 PASS ® FAIL Company Name: independent Residential Energy Assessment Professionals, LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset, NY 11776-2427 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 2T Technician Signature: Date: Peter Altenreither BPI Energy Assessments 226.,Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11776-2427 Manual J/D/S INDEPENDENT RESIDENTIAL HERS Ratings ENERGY Blower Dr Testing d0 A► ASSoooesn ESSMENT g Fax:631-979-0824 an Tel:631.384.8498 PROFESSIONALS Duct Blaster Testing Email: Peter.iREAP@gmaiI.com ® IZE AkP ANSI Level I Thermography Blower Door Test Certificate Permit#: House address:-ILf0 slew Ak L-)City: .SOUR O/G( Zip: Conditioned Floor Area (ft2): wzz CFA Volume (ft3):-24 0 J3 Maximum CFM50 @ H = ( 3 x Volu e/60) Test Result: • � CFM @ 50 Pa AC 90 (C M*60N) 402.4.1.2 Testing.The Building or dwelling unit shall be tested a verified as mg an air leakage rate no exceeding t re air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a p essure 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 11776-2427 Technician: Peter Altenreither BPI I D#: 5011324 RESNET ID#(RTIN/RFIN):6736105/X5dgC/V'0 � � Technician Signature: Date: ` Envelope Leakage Test Testing Company: Technician: Name: Name: Peter Altenreither Address: Credentials: RESNET BPI Email: Peter.ireap@gmaiI.com Building Information: Customer Information: Project ID: 340 Sleepy Hollow Ln Name: Cedar Knolls Address: 340 Sleepy Hollow LN Address: Southold, NY 11971 Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 1,299.8 CFM50 Test I D: 1 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 2.91 (+/-3.8%) Effective Leakage Area: 85.8 int Building Volume: 26,833.0 ft3 Enclosure Surface Area: 1,464.0 ft2 Flow Coefficient (C): 135.7 (+/- 15.7%) Exponent (n): 0.578 (+/- 0.046) Correlation Coefficient: 0.99908 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 64 OF Outdoor Temp: 45 OF Altitude: 45.0 ft Time Average Period: 10 seconds Test Date and Time: 2020-02-19 13:39:03 2000 f o Depressurize — 10 1000 - - m 900-- 800CU - 700 – rn 600 500 - m 400-- 300-- 4 00 300--4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) I Envelope Leakage Test (Page 2) Test Readings: Target (Pa), Bldg-(Pa). Adj Bldg-(Pa), Fan (Pa), Flow (cfm), Config Baseline -1.3 -60.0 -60.8 -59.5 -70.0 1,509.1 Ring A -48.0 -50.0 -48.7 -52.6 1,312.3 Ring A -35.0 -37.3 -36.0 -35.0 1,076.4 Ring A -23.0 -21.8 -20.5 -180.1 795.4 Ring B -10.0 -11.7 -10.3 -83.4 543.1 Ring B i Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 5061 Calibration Date: 2019-12-23 Deviations from Standard: • None Comments: Report generated by TEC Auto Test version 1.6.1 (0), © 2019 by The Energy Conservatory, Inc. 3�0 Ar } TT t .i W w - f k y P- F i. �I kr PFS /V rxe- MI W Cu Sox t, 6 k t ' • NO S��f �v. ............ - Sr` �t A0, vv �4 r.. �S t i e nA, 3� m Mk j i 1 a ftp >tin Z -To l �M � FOUNDATION (IST) IF yo PLTJMBING _ROUGH FRAMING & ilk AS A fn S 7`,11 . . _ i PI ,• 1 jig�ii � uff, i� ON ONEc�1�; 7� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1502 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 8 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: / Approved 20 Mail to: �� J Disapproved a/c t t �l���Il AV Phone: b9/_Z—17/ y Expiration ,20 Q OVIE Bu' i g ector APR 1 19 APPLICATION FOR BUILDING PERMIT y( 1 Date 20 OF SOUTHOLD OF 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 dem lition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, a in c ,and regulations,and to admit auBoMied inspectors on prepe an in building for necessary inspections. JUN 1 4 2019 3 tore of applicant or name,if a corporation) (Mailing address of applicant) sa I I State whether applicant is owner, lessee, agent, archite , en nee gen al cqntracipr, electrician,plumber or builder Name of owner of premises &/ (As c the tax roll or latest deed If applicant is a corpor o i ature of duly authorized officer (Name and title o corporate officer) Builders License No. Plumbers License No. Electricians License No. — Other Trade's License No. 1. Location of land on which r posedwork 1 be done:, House Number Street (/ Hamlet County Tax Map No. 1000 Section b Block l Lot l r Subdivision 2&,011 Filed Map No. W,5�( Lot 2. State existing use and occupancy of premises Wd!en edjus,aand occupancy of proposed construction: a. Existing use and occupancy O b. Intended use and occupancy _ &W 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 implication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor J/ 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 C- 8. Dimensions of entir p ew construction: Front Rear Depth �0 Height Number of Stories � 9. Size of lot: Front / Rear Depth • 0q1 10. Date of Purchase iq Name of Former-Owner 11. Zone or use district in which premises are situated 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 lL 14.Names of Owner of pr raises Address Phone No. Name of Architect Address Phone No Name of Contractor Address / 'I e No. h��/2?/—/�S�il 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BF REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO *IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NOs_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) { SS: COUNTY OF / f K�e p < Ldg2lfi 6 0 -- - being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, / (S)He is the &6ie (Contractor,Agent,Corporate O icer tc.) 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. Swo,mto before me this day of /'/ 20 STEPHANIE OEFEUCE / Notary Public - N®TARYPUSUC,STATE OF NEWYORK d ignature App icant No.01 DE6309287 �` Cualffied in Suffolk County Commission Expires 08-11.2022 tr-_ a " _ Scott A. Russell , SO ° Ir STORI�MIWA\TEIK SUPERVISOR ' MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT' INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ 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. ❑[p E. Site preparation within the one-hundred-year f loodplain as depicted 1-1 on FIRM Map of any watercourse. EJ❑ 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 Tag 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 witWyo-in•Building Permit Application. APPLICANT (Pr perty Owner,Design Professio 1 Agent,C ntractor,Oth S.C.T.M. 1000 Date / Da t / NAME 0 n� tion Block Lot FOR BUILDING DEPARTMENT USE ONLY* "* Contact Information. Cfc rphoa;lvm6al Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - -Dater—�_Date- Property Address/Location of Co struction Work: — _ &6& Z&V� ElApproved 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 APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) bQs � Stormwater Management Control Plan CHECK LIST —771 . /a.? �% NAUE. S on tock of zll�llq St* r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P Pram �° Dfit, .11 A ate: �Ic The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist[ f ne Num6er 1 A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. EROSION & SEDIMENT CONTROLS of the Site Boundary as requited by§236-17(C)(2). limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Baeke & f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) Seedh ig of exposed a,id/or inactive g. Location of all existing& proposed structures, roads, 01••_-- /-" —m driveways,sidewalks, drainage improvements& utilities. L�=V LE Ll V c--• h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. DRAINAGE INSPECTIONS ARE REQUIRED t 1. Location of proposed Swimming Pool and discharge ring. Contact TOS Enpaineering at 765-1560 beforp —j. 6 - j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). PPR led to Ged6-. -r nrgTr� 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. f 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 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) S.—d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERI PARTMENT USE ONLY**** Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — - - - — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 7 9 I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert@town.southoId.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: OCTOBER 41a 2019 COMPANY NAME: DOUBLE-POLE ELECTRXC INC NAME: STEVE NEGRX 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 jOBSITE INFORMATION NAME: GAYDOSnK ADDRESS: 340 SLEEPY HOLLOW LANE CROSS STREET: SOUTHOLD MY nfl97n PHONE NUMBER: PERMIT NUMBER: 43926 TAX MAP # District: Section. Block- Lot.- BRIEF ot.BRIEF DESCRIPTION OF WORK: MODULAR HOME WgRUNG OF BASEMENT Q HVAC SYSTEM Is job ready for inspection: N® Do you need a Temp Certificate: YES TEMP INFORMATION (if needed) �,Li Service Size 200 Am— New Service -YES OCT 1 7 2019t d 60 Additional Information 2/26/2020 10:38 AM FROM: Fax Hewlett-Packard Company TO: 6317659502 PAGE: 001 OF 001 t DOUbLE-FOLL F P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 FEBRUARY 26, 2020 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROADJ P.O. BOX 1179 F E R 2020 SOUTHOLD NY 11971-0959 OFFICE # (631) 765-1802 ' FAX # (631) 765-9502 ` RE: ELECTRICAL INSPECTION PLEASE SCHEDULE THE FOLLOWING INSPECTIONS) AS DATED NAME LOCATION PERMIT # INSPECTION REQUESTED GAYDOSIK 340 SLEEPY HOLLOW LANE 43926 FINAL NEXT AVAILABLE SOUTHOLD MODULAR HOUSE INSPECTION FOR 200 AMP U/G SERVICE WIRING OF BASEMENT HVAC SYSTEM © l _ CIO,fb PLEASE FAX BACK CONFIRMATION FOR INSPECTION DATE(S) FAX# (631) 361-6442 THANKS, STEVE YOUR ELECTRICAL CONNECTION FOR PROMPT AN() PROFESSIONAL SERVICE PERMIT# Address: Switches 1 1� Outlets GFI's Surface 0 " Sconces HH's l` UC Lts Fans Fridge HW ( ! Exhaust Oven Dryers "`;7lJf Smokes DW I Service Carbon Micro Generator Combo f Cooktop Transfer AC I AHS Mini Special: r Co1nments 177 /,j �?k J fp FFD( -rope. � BUILDING DEPARTMENT-Electrical Inspector C„ = TOWN OF SOUTHOLD - • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y�4( 410! Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate Date /U 2019 Customer Name Q 3 Electrician Name o Address 11CW 44 Phone / 42410 e-mail _ G e-mail H b legole40 j- c Phone License I Size A Phase t Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N ,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 verification is valid or 90 da m t ate above. Authorized by q FINE SP SAND W /CL 13.5' � ` . v _ �! i:f. ilz ;ral '�Fatl,�� i11. 17' v ti 04-09-2018 I ' T IT�xIr .> CmI ?"f�U €0: o� McDONALD GEOSCIENCE $dFI'S t Ln • � y�.: 1 � ���}�%���1.10; �'.�-" "` I a OR Mi ,'X" a j0 f R7 TYPICAL CLEAN OUT WELL - r._,, P�5 T�1i;�11 Y°F`a?-�at::t Fc:��s Ltrj1�,0� :�.-r'i� 1A� SLATE OR' STOPPER END 01 SUITABLE COVE , OR PLUG W.M. _ Bleed �a ��� p ve °4 414L 30' ELBOW 60' WYE E GL 21.0 L 24.0 EL 24.0 N 7104212 D�� W FLOW 152.46' LAND NIF DWELLING —~ SCREEN sta SECTION I OF W/PUBLIC WATER JOSEPH MICHAEL STADLER GEOTM E FABRI REVOCABLE 'TRUST --SUPPORT'POSTS WOOD OR WETAL FLOW DIRECTION. BACKED�TR E%CAENC ,TR AND TYPICAL DRYWELL CROSS SECTION DRAINAGE CALCULATIONS: " FlU. (CONC. PRECAST COMPONENTS STING GROUND e'sus FDR NaN-TPAFFTG A) DWELLING FOOTPRINT=2145 S.O.FT. I I I— 'x 1=L— I—II II � s szaa FTxI 2135 x 0.166=354cf REQUIRED ,� APPROVW LE PIPE ° "''QED°"' �2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED ,� 4 "4At 4'•°IA• _ TO GRAo� To E ArmoN Pf7CIiE0 I/8'/T' - PfTcum 1/871 ® C7 CD L� B) 1DRIVEWAY=.166= 216 f ' 1 D ED (1) 8'DIA x 5' DEEP DRYWELL= 221 cf PROVIDED THE WATER SUPPL Y, WELLS, DR SSP LOCA77ONS SHOWN ARE FROM FIELD S AND OR DATA OBTAINED FROM OTHERS. * '80' MIN. BUT SUFFICIENT TO-K= ELEVATION DATUM: NAVD88 v--_ SEDIMENT ON- SITE HAY BAIL AND/OR AREA: 40,671 .47 SQ.FT. or 0.:93 ACRES UNAOTHOR12E•D ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF. SECTION 7209 OF THE NEW YORK STAT EDUCATION W LACOPIES OF THIS SURVEY SHAY FENCING f MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 7017HE`PERSON FOR WPIOM 7HE SURVEY IS PREPARED AND ON N1S BEHALF 70 THE 7777-E COMPANY, GOVERNMENTAL AG£NCY,AND,LENDING INS77TV77OW w LISTED HEREON, AND TO 77-IE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. Uj INE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE > 3' MIN. 8' - NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI77ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS COLLAR AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY BOCK FILL MATERIAL TO BE oQ g CLEAN SAND'AND GRAVEL SURVEY OF: LOT 5 MICHAEL GAYDOSIK ' a 0' _ b TO T0: ; 0 Of .: /�G �4, "' MAP OF: SLEEPY HOLLOW MARIA 'GAYDQSIK; 0 w RLED:'FEBRUARY 4, 1976 No.6351 CHICAGO TITLE INSURANCE SERVICES, LLC; pCONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SITUATED AP SOUTHOLD FILL TO 18" (Mid.) ABOVE EXISTING GRADE FOR DRAINAGE. TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY. NEW YORK Professional Land Survevin¢ and Design i #R 10- 18-0072 DWELLINGS W/PUBLIC WATER ---150'- _ EXISTING WATER MAIN CL 21.0 ..{� •�I CL 21.2 SLEEPY HOLLOW LAN CL 20.0 EDGE OF PAVEMENT i . 00 , S 76008'50" E 132,"00' EL 21.6EL 20.8 LP LdI or CL 20.8 $ eJIN �s„y o �' ' CD vi CD EXP c; a z I Lu LU �= 3-4 BEDROOMS t-; O I p I f= �.T..� 1,250 GAL S.T. LP 8' MIN Vi IL W q (2)8'DIAx6'DEEP L.P. COVERED cl� 0 tY I N PROPOSED o PORCH cL O �/ STAGING AREA ��LL tx DRY W L AND CONSTRUCTION o EENTRANCECL 8'DIAx4'DEEP • _ U I CtI. DRY WELL ! :•:.. EL(22.0) � W I \8'DIAx5'DEEP y•.' - 1 ^` EL 20.5 q q EL.(22.5)' 'T:P STOORY:-::`_.;. �� �: FRAME DWELLING::_ wl• -3 BEDROOM S.O _ coecReTe wastr our,urea "-7`. •FFL(24.0}, d' IN BED OF PROPOSED ORNEWAY. ;. _•J 8..O : �1 PROPOSED •PROPOSED:: DRIVEWAYGARAGE:. = 54' v 'GF(23.0) p N i DECK EL(22.0) EL(22.5) � DRY WELL 8'DIAx4'DEEP ICL 20.5 L 21.8 LOT 5 LOT 6 PROPOSED SOIL STOCK PILE AREA VACANT I I 150' i w ; I w hjlb ELEV. 20.5 U_ WPROPOSED LIMIT OL 05' U OF DISTURBANCE t LOAM .5 p SILT FENCE w SBROWN M SILTY SAND 3.0' PALE I •--� � �. n,LvviX 1 LvI lU. rf� DWELLINGS i _I �_ ��� W/PUBLIC WATER ' ' "" ---150 -- J\t` JUN 2 6 21 3 WATER MAIN CL 2].0 - r. .`Ou l SLEEPY HOLLOW LAN CL 20.0 EDGE OF PAVEMENT I ot 0 ► S 76008'50" E 132.00' EL 21.6 Z - � z I EL 20.8 iLl Cr � DRAINAGE INSPECTIONS ARE REQUIRED I p I Contact TOS Engineering at 765-1560 before 6 MN LP p LU : LOU Backfill, OR Provide Engineer's Certification yi In V) o I EXP ati g that the drainage has been installed to Code. ti I `� o _C I Q 3-4 BEDROOMS t= a' I EROSION &SEDIMENT CONTROLS 1,250 GAL S.T. LP e' MIN V5 ct \ Shall include but not be limited to: (2)8 DIAx6 DEEP L.P. COVERED I ( 1 PROPOSED A well maintained Construction Entrance, PORCH STAGING Wire Backed Silt Fencing, stabilization & AND CONSTRUCTIONS DRY W LL EL 20.5 ENTRANCE o 8'DIAx4'DEEP Seeding of exposed and/or inactive soils, DRY WELL777. 7:7. EL(22.0) _N�'DIAWDEEP EL(22.5) .{ :...: •PROPOSED::- ' •:::;1 STORY= APPROVAL OF STORMWATER MANAGEMENT .. . FRAME DWELLING: % O :: :•'..:3 BEDROOM=::.;':::•:-. CONTR0 P -T CONCRETE WASH our AREA ^7 r`'> .' N w Code ter 236 FFL 24.0 Date '7 1 IN BED OF PROPOSED DRNEWAY. Q. ( )' :.':: ,: 1 O / PROPOSED 'PROPOSED::.:::::'..::;::':.:;:: ::. :: - Appro a by: 54 DRIVEWAY r - — GF(23.0) :0" DECK EL(22.0) 1.8 EL(22.5) 1 DRY WELL 8'DIAx4'DEEP LOT 6 LOT 5 VACANT 150' PROPOSED sox. STOCK PILE ARFA �O ELEV. 20.5 PROPOSED LIMIT OL 0.5� OF DISTURBANCE t LOAM SILT FENCE (21,900 9.f.t) SBROWN M SILTY SAND 3.0 PALE -- BROWN r FINE SP SAND 13.5' O 17' 04-09-2018 O McDONALD GEOSCIENCE M TYPICAL CLEAN OUT SLATE OR STOPPER END SUITABLE COVER ST PLUG 30' ELBOW 0 60' WYE N 71 c20►r W 2.4x► EL 24.0 FLOW--- t 15 APPROVED AS NOTED Must provide Manuals DATE: g,p # -3� D,J and S as per FEE:� � . By:—IL9 NYS Energy Code .NOTIFY,BUILDING DEPART AT . 765-180Z'6'AM TO 4 PM FOR THE FOLLOW INQ INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONC n^ETE Blower door 2: ROUGH--_FRAMING & PLUMBING 3. INSULATION and ductwork 4. FINAL - CONSTRUCTION MUST .. testing required. BE COMPLETE FOR C.O. ALL-CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code rlbawoT P00c, : VI4IT COMPLY WITH ALL CODES OF -- ING UNTL- sllRv6Y NEW YORK STATE & TOWN CODES O r�UNDATION LOCATION AS REQUIRED AND CONDITIONS OF ,, CA"BEENAPPROVED.. -86�18�T9J,7�8� ELECTRICAL BOARD INSPECTION,REQUIRED --519�?+iAIBiIfPN�U,STEES TRUSS PLACARDING REQUIRED PLUARBER CtRTIFICA TION ON LEA®CONTENT BEFORE OCCUPANCY OR- CERT1F1CATE,0F0CCUPANG SOLCE�R USED IN WATER USE' IS UNLAWFUL SUPP&SYSTEM CANNOT 'WITHOUT CERTIFICATE EXCEED 2110 OF •�.�4t' OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before All utter for lighting Backfill,OR Provide'Engineer's Certification installed,replaced or that the drainage has been installed to Code. Repaired shall conform w =iJ( J(VC� to Chapter 172 „ , .,LL"MBINGWASTE of the Town Code : EQ.II,NES NEED ? E_COVERING S�-imr1 78'-1- 10.7 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 W W W.DOS.NY.GOV April 2, 2019 C7 Mr. Mike Hatcher Fa Westchester Modular Homes, Inc. JUN 2 6 2019 30 Reagans Mill Road Wingdale, NY 12594 UMD!1qG DEP-.L RE: SYSTEM APPROVAL M0659-2016-073 To'%NN OjFso r" LD 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-Fa Imily 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 proiects located in regions having a basic wend 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-Hrricane 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 acti ns shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed ba 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 anyway 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." NEW YORK Department ' STATE OF, BTUNITY. of State Page 1 of 3 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.nv.aov/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 talcs cc: Harold Raup and Renee Moist—PFS Corp. Page 3 of 3 PFS-TECO PFS Corporation d/b/a PFSTECO An Employee-Owned Company Michael Hatcher March 22,2019 Westchester Modular Homes,Inc. 30 Reagans Mill Road Wingdale,New York 12594 Re: Westchester Modular Homes,Inc.,Wingdale,NY NYSDOS Systems Approval No. M0659-2010-118,Extension #13 Submittal: 19038 Gaydosik Residence at 340 Sleepy Hollow Lane 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 — \1 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. Sincerely, John E. Baker Staff Plan Reviewer 1,Digitally signed by John E Baker John E. 6 a ke NDN cn=John E Baker,o=PFS TECO,ou, john.bakergpfsteco.com ad=lohnbaker@pfstecocam,c=US 1/ _emDate 201903.22091248-"00' Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr.,AIA (DOS) 570184.8396 • 1115 Old Berwick Rd. - Bloomsburg,PA 11815T O V�._TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON# STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW.DOS NY.GOV SECRETARY OF STATE February 28, 2019 Mr. Michael Hatcher Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale,NY 12594 RE: M0659-2010-118 System Approval Extension #13 Dear Mr. Hatcher: This letter is to inform the code enforcement official that the New York State Department of State (DOS) has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Townhouse System of Models under approval designated M0659-2010-118. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on March 29, 2019 unless sooner revoked or replaced by full approval of the System renewal M0659-2016-073 currently under review for compliance with the New York State 2017 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, John Addario, PE -Director Division of Building Standards and Codes cc:Don Thomas Jr.,AIA Harold Raup and Renee Moist, PFS Corp. File: WMH Ext 2017-13.doc L4 STATE NEW YORK Department OF OPPORTUNITY_ of State �x r' l STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE December 23, 2014 Mr. Michael Hatcher Engineering Manager Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale, NY 12594 RE: System number: M0659-2010-118 (Renewal/replacement number for previously approved system of models M0659-2002-058) In reference to your written application for approval received December 20,2010 with additional information received on December 22, 2014, to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) System of Models designated as M0659-2010-118 is hereby approved to allow such construction in compliance with the Residential Code of New York State 2010 (RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until December 24, 2016 unless sooner revoked, and is subject to renewal at that time The conditions of this Systems Approval also include the following: Manufacturers Name Westchester Modular Homes, Inc. Reagans Mill Road Wingdale, NY 12594 Maximum Ground Snow Zone 85 PSF Seismic Design Category A, B, C, D0, D1 or D2 (Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category A, B, or C 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 a weekly report summarizing (listing) all permit sets with information about project location, 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 December 23, 2014 under systems number M0659-2010-118." 3. All trusses designed for use in Modular Buildings shall meet the requirements of the RCNYS 2010 and the design methodology associated with the ASCE 7-05 design standard. WWW DOS NY.GOV - E-MAIL:INFOeO DOS NY GOV Individual permit plan sets shall provide the following information, Cover Sheet which provides information on: • The 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 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 Residential Code of New York State 2010 or the Energy Conservation Construction Code of New York State 2010 Edition • The Occupancy Classification • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type and 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 2010 RCNYS Section R302 "Exterior Wall Location". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1 "Exterior Walls". 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 First and Second Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and 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"D0, D1 &D2" • 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 types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location of required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc) • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Building mean roof height(MRH) • Siding materials • Finished grade line • A statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • 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 miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns,thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • 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 Enclosed with this letter are the approved plans and Notice of Approval. The Notice of Approval letter shall accompany all plans and specifications submitted as part of a permit application This approval is subject to the condition that all construction is to be in conformance with the Residential Code of New York State 2010. 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 this new assigned System Approval Number M0659-2010-118 when ordering insignias. Sincerely, Ronald Piester,AIA- Director Division of Building Standards and Codes Enclosures Notice of Approval cc: Richard Wenner, P.E , PFS Corporation, 2877 Skatetown Rd Bloomsburg, PA 17815 File: M0659-2010-118 CREScheck Software Version 4.6.5 �J( Compliance Certificate Project 19038 New York Energy Code: 2015 IECC Location- Southold, New York Review ®11I Construction Type: Single-family Review ,7 Project Type. New Construction Date. 03/22/2019 Conditioned Floor Area. 1,466 ft2 PFS Corporation Glazing Area 16% Bloomsburg,PA Climate Zone: 4 (5572 HDD) Permit Date, Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 340 Sleepy Hollow Lane Gaydosik Southold, NY 11971 Cedar Knolls 900 Marconi ave Ronkonkoma, NY 11779 ® • e e Compliance 4.2%Better Than Code Maximum UA 260 Your UA. 249 Maximum SHGC 0.40 Your SHGC 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Corit. Assembly or U-Factor UA Ceiling 1: Raised or Energy Truss 1,272 38.0 0.0 0.025 32 Ceiling 2. Cathedral Ceiling 450 30.0 0.0 0 034 15 Wall 1•Wood Frame, 16" o.c. 1,306 21.0 0.0 0.057 61 Window 1• Wood Frame:Double Pane with Low-E 173 0.310 54 SHGC- 0.28 Door 1 Glass 40 0.310 12 SHGC 0.21 Door 2. Solid 20 0.280 6 Floor 1 All-Wood Joist/Truss:Over Unconditioned Space 1,466 19.0 0.0 0.047 69 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 Ing,e:RfSch.ac Inspection Checklist. Edward Andrews �c�uramc� �f' y %� "" 3/21/19 Name-Title Signature a��� ?lY `•r a. .t1 Date p 7 R 4 i 1,"Ft(�JQtI� Project Title: 19038 a, Report date: 03/21/19 Data filename: M:\Check\19038.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, fied VeriField Verified, #` Pre-Inspection/Plan Review, - Complies?: " : Comments/Assumptions:" &:Req.ID Value Value," - 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate E ❑Does Not [PR1]1 energy code compliance for the v ;building envelope.Thermal ❑Not Observable ;envelope represented on ❑Not Applicable construction documents. g 103.1, :Construction drawings and 3. = ❑Complies 103.2, (documentation demonstrate "` ❑Does Not 403.7 !energy code compliance for ,- [PR3]1 j lighting and mechanical systems. �.` ❑Not Observable Systems serving multiple > ,F-]Not Applicable dwelling units must demonstrate "" t ;compliance with the IECC , ;Commercial Provisions. 302:1„ `:r Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7`: sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not `[PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual or other methods ❑Not Observable Btu/hr Btu/hr :❑Not Applicable approved by the code official. PP .x . Additional Comments/Assumptions: 11 High Impact(Tier 1) 2;J Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 2 of 9 - Section ° # Foundation Inspection Complies? Comments/Assumptions 303.2.1 JA protective covering is installed to ❑Complies [FO1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below I grade. ❑Not Observable I :❑Not Applicable 403.9 }Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not J 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 3 of 9 [,,Piahs,Veection' rified Field•Verified. # Framing/.Ro6,gh4n lns;pecti,on . Complies? `. Comments/Assumptions, &Req.ID Value Value 402.1.1, :Door U-factor. U- U_ ;❑Complies See the Envelope Assemblies 402.3.4table Not table for values [FR l]1 j ;❑Not Observable I I l ❑Not Applicable 402.1.1, ;Glazing U-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 I I I I I ; 303.1.3. LI-factors of fenestration products r" `'i'.'. ❑Complies [FR4]1 .are determined in accordance ` $❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. ` #❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier 1' ,{❑Complies [FR23]1 installed per manufacturer's i❑Does Not instructions. .�❑Not Observable [.- a❑Not Applicable 402,4.3 Fenestration that is not site builte �❑Complies [FR20]1 :is listed and labeled as meeting IE]Does Not AAMA/WDMA/CSA101/I.S.2/A440' ke or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code El Not Applicable limits. 402.4:5 IC-rated recessed lighting fixtures '!❑Complies [FR16]2`° sealed at housing/interior finish3 I❑Does Not and labeled to indicate<_2.0 cfm 7 leakage at 75 Pa. I )[-]Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics . EComplies [FR 12]1 insulated >= R-8 where duct is u " ` ❑Does Not >= 3 inches in diameter and >_ U ;R-6 where <3 inches. Supply and ' ❑Not Observable return ducts in other portions of f, ❑Not Applicable the building insulated >= R-6 for Y. diameter>= 3 inches and R-4.2 I' ,for< 3 inches in diameter. 4013.5 Building cavities are not used as 10complies [FR15]3 ducts or plenums. =- ❑Does Not I❑Not Observable ]❑Not Applicable 403.4•" .;_ HVAC piping conveying fluids ;k R- R- ` ;❑Complies [FR17]? ,'J above 105°F or chilled fluids ;❑Does Not s below 55 °F are insulated to>_R- 3. ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;❑Complies [FR24]1 piping. ❑Does Not ' ❑Not Observable j ..�❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R ;❑Complies [F1118]?'°:,. >_R-3. E❑Does Not ❑Not Observable M ;❑Not Applicable 403.6%,.:. Automatic or gravity dampers are` " ; j❑Complies [FR19]z 'r installed on all outdoor air i I❑Does Not -)intakes and exhausts. [ j ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2'J Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 4 of 9 Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 5 of 9 section ;Plans.Verified Field Verified # ' 'Insuf itidn Inspection --complies `Comments/Assumptions &Req.ID VaiUe " 'Value 303.1 All installed insulation is labeled k )❑Complies [IN13] I or the installed R-values s a❑Does Not provided. ]❑Not Observable ' ;❑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 I ❑Not Observable , ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and ❑Does Not j [IN2]1 I in substantial contact with the underside of the subfloor, or floor ;❑Not Observable ; framing cavity insulation is in P I❑Not Applicable contact with the top side of sheathing, or continuous ; , insulation is installed on the :underside of floor framing and F. extends from the bottom to the ;top of all perimeter floor framing members. ] 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood U❑Does Not table for values 402.2.6 wall insulation on the wall [IN3]1 ;exterior, the exterior insulation E] Mass E] Mass ;❑Not Observable ,S :requirement applies(FR10). ;❑ Steel ,❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ,j❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) `2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 6 of 9 Section Plans Verified' Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ; UComphes 303.2 manufacturer's instructions. c i❑Does Not [FI2]1 Blown insulation marked every t ❑Not Observable 300 ft2. ❑Not Applicable 402,23 Vented attics with air permeable ; �OComplies [F[22]2 i insulation include baffle adjacent IDDoes Not ito soffit and eave vents that i. extends over insulation. ,❑Not Observable i ,❑Not Applicable 402.2.4 ;Attic access hatch and door R- I R- ;❑Comphes [F1311 �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]1 lach 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]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable j occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 j❑Does Not either. Rough-in test.Total leakage measured with a ❑Not Observable j 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 I❑Complies [FI24]1 by manufacturer at<=2%of i +❑Does Not design air flow. i❑Not Observable J❑Not Applicable 403.1.1 ;Programmable thermostats #❑Complies [FI912 I installed for control of primary �❑Does Not Jheating and cooling systems and ``; ;❑Not Observable initially set by manufacturer to code specifications. I $❑Not Applicable j 403.1.2 I Heat pump thermostat installed _ ]❑Complies [F[10]2 Ion heat pumps. i 7❑Does Not i bNot Observable i P i❑Not Applicable 403.5,1Circulating service hot watert❑Complies [FI11]2 systems have automatic or Roes Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 7 of 9 Section Plans Verified Field•Vered' 4 , Final:Inspection Provisions`' ;Complies?' Comments/Assumptions &Req.lb. ; Value „Vatue 403.6.1 • All mechanical ventilation system 5 ' ❑Complies [FI25]2 fans not part of tested and listed ( _ ❑Does Not HVAC equipment meet efficacy A and air flow limits. ; ❑Not Observable ❑Not Applicable 403.2- Hot water boilers supplying heat a S❑Complies [F126]2, ; through one-or two-pipe heating 'V =I Does Not systems have outdoor setback control to lower boder water t❑Not Observable temperature based on outdoor I., ° , ,.J❑Not Applicable temperature, 403:5.1.1 {Heated water circulation systems ;. ti~- ❑Complies [F128]2; ]have a circulation pump.The ❑Does Not system return pipe is a dedicated ; I return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- �❑Not Applicable ., -,syphon circulation systems are r : a not present. Controls for = ] circulating hot water system t, pumps start the pump with signal i ;for hot water demand within the ` occupancy. Controls f` automatically turn off the pump - - , when water is in circulation loop is at set-point temperature and no demand for hot water exists. " 403:5:1.2 'Electric heat trace systems i., }Is❑Complies [1`129.]2r =', comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically IJ , `a adjust the energy input to the k ❑Not Observable heat tracing to maintain the [ •" ❑Not Applicable desired water temperature in the i, ' piping, 4' a 403.5:2 Water distribution systems that '❑Complies [F130]2 '.; have recirculation pumps that ;• ❑Does Not pump water from a heated water supply pipe back to the heated i❑Not Observable water source through a cold i :. ❑Not Applicable water supply pipe have a demand recirculation water ^ i system. Pumps have controls that manage operation of the £ pump and limit the temperature of the water entering the cold f - water piping to 104°F. 403.5.4- Drain water heat recovery units :C]Complies [F13,112, ..]tested in accordance with CSA !` IE]Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for 4 ❑Not Applicable individual units connected to one r or two showers. Potable water- :. .side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 :75%of lamps in permanent i❑Complies [F16]1 fixtures or 75%of permanent 4 ' ]❑Does Not fixtures have high efficacy lamps. .'" ❑Not Observable Does not apply to low-voltage ; lighting. �❑Not Applicable 404.1.1` Fuel gas lighting systems have n '❑Complies [F123]3 ;no continuous pilot lig ht. Not sJ❑Not Observable h ;❑Not Applicable 1 High Impact(Tier 1) 1,°.2_1 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 8 of 9 section Plans VerifiedField Verified # " ' Final inspection Provisions Value Value Complies? Comments/Assumptions & R'eq.ID 401.3 Compliance certificate posted. L❑Complies ; [F17]2 ` S❑Does Not 1EINot Observable t ❑Not Applicable 303.3 I Manufacturer manuals for f ❑Complies [FI18]3 j mechanical and water heating I❑Does Not systems have been provided. ❑Not Observable R i �❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 19038 Report date: 03/21/19 Data filename: M:\Check\19038.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value 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 0.31 0.28 Door 0.31 0.21 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Qty Ply West Chester Homes 212 85876 P799903 HINGED COMMON 1 1 9 DF 14 -15 Universal Forest P ducts Inc,Grand Rapids,MI 49525,Steve Minahan 7 640 a Apr2 ndus 2016 MiTek t!e Inc hu Dec 01 12 14 11 2016 Page 1 of 1 CopyrightM2016 Universal Forest Products,Inc.All Rights Reserved 1-4-8 5-6-4 5-6-4 1-3-0 0-3-0 4 O 6�0 9 00 12 12 13 C? T 2x6 11 0 2x5 I 3x4= 5 O7p 3x5 = `1%00 3 6 ��7 O 2 SMH18D SMH18A 7 O W T4 7 co 0 1 1 O r 16- 0NO 9 2x511 10 11 2x6 8 1-4-8 11-0-7 1-3-0 13-8-0 Plate Offsets(X,Y)— 2 04-11,0-0-41, 5 0-1-0,0-0-01. 6 0-4-15,0-0-41, 8 0-5-0.0-1-01, 9 0-3-12,0-1-0 SPACING-2-0-0 SPACING,1-4-0 SPACING- 1-0-0 SPACING- 2-0-0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1 15 TC 038 Vert(LL) 0 27 8-9 >598 240 MT20 197/144 TCLL 381 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 077 Vert(CT) -0 51 6-9 >316 180 MT18HS 197/144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow=110 0) Rep Stress Incr YES WB 026 Horz(CT) 000 7 n/a n/a TCDL 100 TCDL 150 TCDL 200 Cade IBC2015fTP12014 (Matrix) Weight 65 Ib BCLL 00* BCLL 00 BCLL 00 FT=0 BCDL 100 BCDL 150 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms [P] BOT CHORD 2x8 SPF No 2 BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing WEBS 2x3 SPF Stud REACTIONS. (Ib/size) 1=777/0-3-8,7=77710-3-8 Max Harz 1=-298(LC 7) Max Upliftl=-331(LC 9),7=-328(LC 10) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=469/202,2-3=-617/319,3-12=-552/286,4-12=-402/294,4-13=-421/298,5-13=-563/291,5-6=-595/280,6-7=-405/206 BOT CHORD 1-9=-140/346,9-10=-1301337,10-11=-130/337,8-11=-130/337,7-8=-126f348 WEBS 2-9=-369/532,6-8=-463/608 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(Ib-in) 4=289/300/249/0 NOTES- (13-14) 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph @241n o c,TCDL=3 Opsf,BCDL=3 Opsf,(Alt 171mph @161n o c,TCDL=4 5psf,BCDL=4 5psf),(AE-t$gro jWKeaul,FTr013bt8r1)psf, BCDL=6 Opsf),h=30ft,Cat II,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL--1 60 plate grip DOL=1 60 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category]],Exp D,Partially Exp,Ct=1 1 �G OF N E I y 3)Roof design snow load has been reduced to account for slope S� 4)Unbalanced snow loads have been considered for this designO 5)All plates are MT20 plates unless otherwise indicated Q' `�W• �R,F� �� 6)See HINGE PLATE DETAILS for plate placement CO 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 8)All additional member connections shall be provided by others forforces as indicated �C 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 10)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit (� between the bottom chard and any other members,vnlh BCDL=10 Opsf 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 Ib uplift at Joint 1 and 328 lb uplift at joint 7 w 12)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/iPI 1 x o 13)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into seance �? 14)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary Q 78663 !� supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position ip V 15)Revision of P799902,updated code ROFESS11 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12/1/2016 not necessarily the current state building code The engineering 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(616)-3Forest Products,Inc 2801 EAST RAPIDSBELTLI, MRD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified wathout approval of the truss design engineer 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 underTP11 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 stability during 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 BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available UNIVERSAL FOREST PRODUCTS, INC. JobTruss Customer MFG 85876 P799903 WEST CHESTER 212 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 0►111111111181 ` �I o``OF,C011/N�C.,�� `-'X,Ae OF M,q�r�� ��N OF Mq F NEW Hq • 1= : P. ...�.... i , � his' o '�,o •�� '�9�G�= ��• KEVIN W. = KEVIN W. tiN �T KEV N W. FR MAN * _ o FR MAN �, m F MA : i v CI cn N - No. ��� 5,•.•CENS�O �•''f���� S '/ST IK G�C� S/ONA�E��� ONA1 E ,`. .......... S�ONAL EN 0NAL ►` 'ss�aNALE� �� ` i ,,,�►►IIIIIIIIIIq���I ��ONwE-4 KEVIN W. FREEMAN oOF VElq�'%,� •�Q� REGISTERED n.£Q �`��Q•.•'�I`I FR�c••O''ii AV PROFESSIONAL OT ° � `0 �'�:L�►' KEVIN R MAN No. 7445 '*'Y N .8024 �Zt . U I • EN z 1 E �,��� ISTERED %. • CENS��G�=°. .�, �01 stS" ESSIONAL ENGINEER CIVIL Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 ufpi.com Job Truss Truss Type Qty Ply West Chester 212 86091 HMA61405 HINGE MONO 1 1 9 HS 13 -15 Desa Universal ForestAducts Inc,Grand Rapids,MI 49525,Steve Minahan 8 030 a Ocl 2016.1 ndustries,Inc ue Dec 20 07 55 09 2016 Page 1 of 1 Copyright L)2016 Universal Forest Products,Inc.All Rights Reserved 0-1 -121-4-0 11-6-0 ^0. 012-0 O'S 6 00 511 9. 12 3 d. ry6 o LO LO 2x6�� O' o�'D 2x6= 3' 3 4 SMH18D 0 N oI w 1 oI i10 2x611 9 5x5= 8 11-4-Q 6-7-8 1 4-10-8 0-11- 2 12-10-0 Plate Offsets — 2 0-6-0,0-1-11, 3 0-2-13.0-0-51, 8 G-0-11.0-1-21, 9 0-5-7,0-2-141, 10 04-8.0-1-01 SPACING-:2-0.0 SPACING-.1-0-0 SPACING-:1-0-0 SPACING- 2-0-0 CSI. DEFL. in Qac) Udefl L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(par) Plate Gnp DOL 115 TC 067 Vert(LL) -029 9-10 >533 240 MT20 197/144 TCLL 381 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 083 Vert(CT) -0 58 9-10 >263 180 MT18HS 197/144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow--110 O) Rep Stress Incr YES WS 056 Horz(CT) -0 01 8 n/a n/a TCDL 10,0 TCDL 150 TCDL 200 Code IBC2015xfP12014 Matnx-R Weight 66 lb BCLL 00* BCLL 00 BCLL 00 FT=0 BCDL 100 BCDL 150 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins [P] T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing BOT CHORD 2x6 SPF No 2 WEBS 1 Row at midpt 5-8 WEBS 2x4 SPF Stud REACTIONS. (Ib/sae) 2=969/0-3-8,8=61710-3-8,7=O/Mechanical Max Horz2=584(LC 9),7=-247(LC 14) Max Uplift2=-313(LC 9),8=-546(LC 9) Max Grav2=1 076(LC 14),8=741(LC 14) FORCES. (lb)-Maximum Compression/Mawmum Tension TOP CHORD 1-2=0/67,2-3=-1441/255,3-4=-1018/151,4-5=-970/134,5-11=-617/129,6-11=-591/131,6-7=-315/148 BOT CHORD 2-10=-7351720,9-10=-735r720,8-9=-405/463 WEBS 3-10=0x723,3-9=-5851335,5-8=-772/675 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(Ib-in) 5=772/675/0/0,6=436/140/164/0 NOTES. 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph @241n o c,TCDL=3 Opsf,BCDL=3 Opsf,(Alt 171mph @16in c c,TCDL=4 5psf, BCDL=4 5psf),(Alt 180mph @121n o c,TCDL=6 Opsf,BCDL=6 Opsf),h=30ft,Cat II,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and forces&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 1 E-signed by Kevin Freeman 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 15 0 psf or 2 00 times flat roof load of 38 1 psf on overhangs non-concurrent G of N E w y with other live loads 6)All plates are MT20 plates unless otherwise indicated O Q` F 7)See HINGE PLATE DETAILS for plate placementCO w �FFn- 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 9)All additional member connections shall be provided by others for forces as indicated 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 11)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members r" 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 2 and 546 lb uplift at joint 8, 13)This truss is designed in accordance with the 2015 International Building Cade section 2306 1 and referenced standard ANSI1TPI 1 14)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSI/rPI 1 0 , 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service Q '� 16)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary Q �8663' supports All field-installed members must be properly fastened pnor to applying any loading to the truss This design anticipates the final set position An w`pV 17)Revision of HMA61404,increased wind ,TOFESS1 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12/20/2016 not necessarily the current state building code The engineering 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 BELTLINE RD,NE Truss shall not he cut or modified without approval of the truss design engineer PHONE(616)-364.6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted an 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 TP11 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 stability during constmchon is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding �N fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J%upportlMitekSuppltemplateslufp tpe UNIVERSAL FOREST PRODUCTS, INC. Job TrussCustomer MFG 86091 HMA61405 WEST CHESTER 212 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 budding 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 budding official or designated appointee ,moG.,•,"J11•1.11.1.1F.11.1 1I/ � `P%.%,,/O � OF 0.e\e . 4V� OA NEW Hq� !� ..•.Y.... r?•'•i�c�\ 2'p �'�= f KEVIN W. = KEVIN W. tiN �Q y lop z FR MAN ICEV W. M *= N *. FR MAN . *,= o F MA co .�•C�NS� ,���� ,rG'/STER� �C\ S, �G\ ,��SS,�•......•��Cs'•4C§NS„rd'�\�ti: `SS'/OVAL ENG CONAL ONAL a���� !l"i ONA �0� //fH/yyy ,1�1►11111/111I11,, ++�0 ONWE'44 '-N KEVIN W. FREEMAN oOF VM REGISTERED Q 1 :��Q.•�\N' FRFF•0Z G ROFESSIONAL 1111 :c NU 7: r KEVIN R MANNo. '*•Y N .8024 Z:* U I EN .•�U�. 0 1 E���1++' IL7445 GISTERED �.��S,S. G���. • CENSE .5, �quo�,� ESSIONAL ENGINEER �., �ONAL ��o`' CIVIL) Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 ufpi.com Job Truss Truss Type Qty Ply West Chester 212 86091 HM983407 HINGE MONO 1 1 9 HS 14 -15 Designer, Universal Forest,,Products Inc,Grand Rapids,MI 49525,Steve Manahan 8 030 a Oct 5 2016 MITek Industries,Inc Tue Dec 20 08 20 09 2016 Page 1 of 1 Copyright U2016 Universal Fore t Products,Inc.All Rights Reserved 11 1-4- 12-4-0 -1-15 O O' 5 10 9.00 F 4 T r 1 T O W3 2x6 CO 2x6= O rv, 3 0 2 SMH18D N qi1 1 MTH18E o _ 9 2x6 11 5x5= 8 7 1-4-0 7-5-8 13-8-0 1 4-10-8 J Plate Offsets Y— 1 13-6-0,0-1-1] 2 0-2-7,13-0-51, 7 0-0-11.0-1-2], 8 0-6-5,0-2-111, 9 0-4-8,0-1-01 SPACING-:2-0-0 SPACING-1-4-0 SPACING-1-0-0 SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Lid PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1 15 TC 094 Vert(LL) -036 8-9 >453 240 MT20 197/144 TCLL 381 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 094 Vert(CT) -0 73 8-9 >223 180 MT18HS 197/144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow=110 0) Rep Stress Incr YES WB 082 Horz(CT) -0 01 7 n/a n/a TCDL 100 TCDL 150 TCDL 200 Code IBC2015frP[2014 Matnx-R Weight 68 Ib BCLL 00 * BCLL 00 BCLL 00 FT=0 BCDL 100 BCDL 150 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing direc0y applied or 5-4-6 oc purlins Except IP] T3 2x4 SPF No 2 6-0-0 oc bracing 4-6 BOT CHORD 2x6 SPF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 2x4 SPF Stud WEBS 1 Row at midpt 4-7 REACTIONS. (Ib/size) 1=912/0-3-8,7=669/0-3-8,6=0/Mechanical Max Harz 1=604(LC 9),6=-246(LC 14) Max Uplifll=-258(LC 9),7=-592(LC 9) MaxGravl=1014(LC 14),7=793(LC 14) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1601/284,2-3=-1063/151,3-4=-1011/133,4-10=-630/130,5-10=-584/131,5-6=-314/148 BOT CHORD 1-9=-813/841,8-9=-813/841,7-8=-440/492 WEBS 2-9=0/828,2-8=-678/378,4-7=-8201733 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maxmum Moment(Ib-in) 4=820/733/0/0,5=434/140/163/0 NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-secand gust)Vasd=111mph @241n o c,TCDL=3 Opsf,BCDL=3 Opsf,(Alt 171mph @thin o c,TCDL=4 5psf, BCDL=4 5psf),(Alt 180mph @12m o c,TCDL=6 Opsf,BCDL=6 Opsf),h=30ft,Cat II,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1 60 E-signed by Kevin Freeman 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category ll,Exp D,Partially Exp,Ct=1 1 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design Q N 5)All plates are MT20 plates unless otherwise IndicatedYO 6)See HINGE PLATE DETAILS for plate placement P`` W- F/�1F� ,Q 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation ` A- 8)All additional member connections shall be provided by others for forces as Indicated J 9)This truss has been designed for a 10 0 psf bottom chard live load nonconcurrent with any other live loads 10)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 Ib uplift at joint 1 and 592 Ib uplift at joint 7 r�' cc 12)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 13)Graphical pudin representation does not depict the size or the orientation of the pudln along the top and/or bottom chord 14)This truss Is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSIfTPI 1 0 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put Into service o�8 663'N 16)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary Q supports All field-Installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position iOR A� 17)Revision of HM983406,increased wind SSION 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 in a specific state The final determination on whether 12/20/2016 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 BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified wthaut approval of the truss design engineer 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 shaven,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 stability during 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 9) fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J tsupportNditekSupp\templateslufp tpe UNIVERSAL FOREST PRODUCTS, INC. Joh Truss Customer MFG 86091 HM983407 WEST CHESTER 212 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 x,ptlC 10111I1ry/��, `r,11,I') t 1/ t� �o OF NN ��. 4F Hof EW 1-1 �y:• �'p Gam: �� KEVIN W. = g° KEVIN W. tiN �Q =' S FR MAN coKEV N W. FR MAN �* o t� F MA z — v C I to No. li �cr • ��• •L i `V A G/STEL G . ...... 08' :i s+��;8NStida��� � FSS/ANAL ENG\ S/ NAI Eck O An�►v�. S SIVA � ttNWEM•� wuwnuv to,O A4 jyyi ILESSCIONALENG1 .• or- C) F O� REGISTERED ���Q�.'\Id. Fq� .O Ab PROFESSIONAL KEVIN R MAN Z =*� N .8024 Z:UE1.E %. ; ......../S�Lto� (CIVIL Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 ufpi.com S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 1 LOT 10.7 #R 10- 18-0072 DINELLtNGS W/PU3LIC WATER —150—' EXISTING WATER MAIN CL 21.0 CL 21.2 SLEEPY HOLLOW LAN CL 20.0 • I EDGE OF PAVEMENT f 0 of 5 76008'50" E 132.00' 91 EL 21.6 Z EL 20.8 CL 20.8 3 I w I , a Q -h +� LP Ld : w 8MM 6 O qlf=- EXP I o V) 1�- � I l IZ CL LX N 3-4 BEDROOMS I 1,250 GAL S.T. LP 3' talN V) 4 I Z 3 Nd (2)8 DIAx6 DEEP L.P. z I -j 1 j J N STAGING PROPOSED EAREA DRY W LL EL 20.5 3 m I AND CONSTRUCTION 0 8'DIAx4'DEEP p ENTRANCE DRY WELL ;::':':::':':::::::::35:6'::::•::' ^ 17.4': 3 O DIAxS'DEEP a: �::• �. _ .. `. - I I T / .. FOUNDATIOtV LOCATiOIV �J 1 AUG. 28, 2019 O :.. CONCRETE WASH OUT AREA :TOP FND 22.7 ':::.':::: f 0. 15.f' n IN BED OF PROPOSED DRIVEWAY. SEP (_, 9 w N I PROPOSED DRIVEWAY 54.NGE2'ARAG Z ,o ' L 21.8 58.8, �'�.�•24.0'::•��.�:•�•�:•.' I CL 20.5 DRY WELL 8'DIAx4'DEEP LOT 6 LOT 5 VACANT 150' i I I PROPOSED SOIL STOCK PILE AREA I U-1 O ( w � ELEV. 20.5 PROPOSED LIMIT OL 0.5' Ld OF DISTURBANCE f LOAM p SILT FENCE (21,900 s.f.t) W I BROWN , SM SILTY SAND 3.0 A21.3 PALE BROWN FINE SP SAND w0 ~w 13.5' I 17' 04-09-2018 I I o McDONALD GEOSCIENCE M • w P-I I O � Ln M TYPICAL CLEAN OUT WELL ^" SLATE OR —STOPPER END W.M OI SUITABLE COVE OR PLUG . I I I 30' ELBOW 60' WYE E CL 21.0 L 24.0 •�'� N 71042'20" W EL 24.0 FLOW-""` � I — _ LAND N/F DWELLING 152.46' TYPICAL SILT I OF W/PUBLIC WATER SCREEN SECTION JOSEPH MICHAEL STADLER GEOTEXTILE FABRIC--,,",, REVOCABLE TRUST ---SUPPORT POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND TYPICAL DRYWELL CROSS SECTION DRAINAGE CALCULATIONS: BACKFILLED TRENCH-----N (CONC. PRECAST COMPONENTS) /r—EXISTING GROUND e'sue FOR NON-TRAFFIC BEARING A) DWELLING FOOTPRINT=2145 SQ.FT. — I Ill-11^ I EMU B'SLAB FOR TRAFFIC OWING 2135 x 0.166=354cf REQUIRED NFi1VY DUTY I APS HZT PIPE �1ROM AN° "PPD O"�� (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED MIN.4"DI& COVER TO GRADE TO EXPANSION RINGS C QED 1�8"�}' �— MIN.4'Mk B) DRIVEWAY=1300 SQ.FT. 1300 x 0.166= 216cf Q (1) 8'0IA x 5' DEEP DRYWELL= 221cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 50' MIN. C BUT OF ICIE 0 { AREA: 40,671 .47 SQ.FT. Ole 0.93 ACRES ELEVA77ON DATUM. NAVD88 SEDIMENT ON SIT HAY BAIL AND/OR UNAUTHORIZED ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY SILT FENCING/ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN }— ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N w LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7E'E5 ARE NOT TRANSFERABLE. . '•• QN REON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE > 3' MIN. $ THE OFFSETS 0R DIMENSIONS SHOWN HE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS a ��� ���• .' z COLUR BACK FILL MATERIAL TO BE AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY oQ CLEAN SAND AND GRAVEL SURVEY of LOT 5 MICHAEL GAYDOSIK; a W' :� ,�. b CERTIFIED T0: 0 LL- '• �4, N MAP OF: SLEEPY HOLLOW MARIA GAYDOSIK; W1-314- CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED FILED:FEBRUARY 4, 1976 No.6351 CHICAGO TITLE INSURANCE SERVICES, LLC; w :3/4- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SITUATED AT:SOUTHOLD C.FILL TO 18' (Mn)iABOVE EXISTING GRADE FOR DRAINAGE. TOWN OF:SOUTHOLD KENNETH M W'OYCHUK LAND SURVEYING, PUC FND. LOC. 08-28-19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-25-19 Alf P.O. Box 153 Aquebogue, New York 11931 REVISED 05-16-19 » , PHONE (831)298-1588 FAX (631) 298-1588 FILE # 18-127 SCALE: 1 =2O DATE:SEPT. 2O, 2O 1 N.Y.S. LISC. NO. 050882 maintaining the records of Robert I. Hennessy & Kenneth M. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 1 LOT 10.7 '` I'"�' "� F, ` #R 10- 18 0072 „ DWELLINGS i Ui' 2 6 2019 W/PUBLIC WATER --150'_ EXISTING WATER MAIN CL 21.0 CL 21.2 SLEEPY .HOLLOW LAN CL 20.0 EDGE OF PAVEMENT I ' . 0 0 1 S 76008'50" E 132.00' EL 21.6 J o I EL 20.8 LU \ z 0 CL 20.8 I ! o I o z aMW LP Uj e, 0V) Lr)EXP o � � �y of ole IY CL IL o N 3-4 BEDROOMS ct� I 1,250 GAL S.T. LP �' MIN N a (2)8'DIAx6'DEEP L.P. COVERED I t J _j I N STAGINGAREAo PORCH DRY W� EL 20.5 3 m AND CONSTRUCTION o e'DIAX4'DEEP Q Q ENTRANCE DRY WELL EL(22-0) 3 O �B'DIAx5'DEEP :.::::'::::.'.'.':.':.':.'.::::'.::•:.':;';. .::':::•�;••:..•:•....;PROPOSED:::;'::;'::::. EL(22.5) 1 STORY; d' } ....-FRAME DWELLING:':: ::..N:::•:: •3 BEDROOM-'.'. CONCRETE WASH OUT AREA -7Q :.': FFL(Z4.0) ;:•':'''•:.• 5.0, IN BED OF PROPOSED DRf"AY. �:. :' .:'..:'..:'..: ' . N ��,s PROPOSED PROPOSED':'.:::'::'.::.:::::.:'::':::::::'; w DRIVEWAY ::':: GARAGE:. :;::.:;::'.::.:::::.:::':T:':54 CK EL(22.0) v i DE L 21.8 59.0 EL(22.5) CL 20.5 DRY WELL 8'Dft4'DEEP LOT 6 LOT 5 VACANT 150' PROPOSED SOIL STOCK PILE AREA I M Uj I W J °- ELEV. 20.5 LU OFROPOSED DISTURBAN DISTURBANCELOAMOL LOAM 0.5' �p SILT FENCE (21,900 a.f.t) LU • BROWN , SM SILTY SAND 3.0 A21.3 PALE BROWN FINE SP SAND 13.5' I 17' ^' 04-09-2018 I I o McDONALD GEOSCIENCE I M O � I 0 TYPICAL CLEAN OUT M WELL ( SLATE OR 01 J SUITABLE COVE _ STOPPER END W.M I OR PLUG 30' ELBOW 60' WYE E CL 21.0 L 24.0 N 71 042'20�� DWELLING EL 24.0 FLOW-0— W LAND N/F 152-46F -- TYPICAL SILT ( OF W/PUBLIC WATER SCREEN SECTION JOSEPH MICHAEL STADLEP, GEOTEnLE FABR REVOCABLE TRUST --SUPPORT POSTS WOOD OR METAL FLOW DIRECTI 1. �- ExCAvATED AND TYPICAL DRYWELL CROSS SECTION DRAINAGE CALCULATIONS: BACKFILLED TRENCH------\ (CONC. PRECAST COMPONENTS) XISTING GROUND S"SUB FOR NON-TRAFFIC SEARING A) DWELLING FOOTPRINT=2145 SQ.FT. a•SUS FOR TRAFFIC SEARING WAW o, 2135 x 0.166=354cf REQUIRED III— I I = I— I I — �: APED RILU� CAST IKON FRAME AND ,aPawEo amEr PIPE covER To GRADE TO EXPANSION RINGS (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED iffifI ref PrMHEDvavr MIN. 4•DIA. PITCHED 1/e'/11' B) DRIVEWAY=1300 SQ.FT. ® [� 0 0 0 1300 x 0.166= 216cf (1) 8'DIA x 5' DEEP DRYWELL= 221cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. 50' MIN. BUTS UFFICIT T TO SITKEEP E AREA: •0,671 .47 SQ.FT. Or 0.93 ACRES ELEVA71ON DATUM: NAVDBH HAY BAIL AND/OR UNAU7NORIZEO ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA710M LAW. COPIES OF THIS SURVEY MAP NOT REARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 'SILT FENCING ONLY TO IHE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V Z LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717UTION, GUARANTEES ARE NOT TRANSFERABLE. W THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE >• A A 3' MIN. 8' — NOT INTENDED TD MONUMENT IHE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S1RUC7URES OR AND O7HER IMPROVEMENTS EASEMENTS } a• ���r ����. Z COLLAR BACK FILL MATERIAL TO 6E AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY CLEAN SAND AND GRAVEL CERTIFIED TO: 3 a SURVEY OF:LOT 5 MICHAEL GAYDOSIK; o p. O Q U.U. ��� � N MAP OF: SLEEPY HOLLOW MARIA GAYDOSIK; p ' pCONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED FILED:FEBRUARY 4, 1976 No.6351 CHICAGO TITLE INSURANCE SERVICES, LLC; :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SITUATED AT:SOUTHOLD FILL TO 78" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-25-19 P.O. Bog 153 Aquebogue, New York 11931 REVISED 05-16-19 „ , PHONE (631)298-1588 FAX (631) 298-1588 FILE 1$-127 SCALE: 1 =2O DAT>=:SEPT. 2O, 2O1 N.Y.S. LISC. NO. 050882 malntaininS the records of Robert J. Hennessy k Kenneth U. Waychuk S.C.T.M.# DISTRICT 1000 SECTION 78 BLOCK 1 LOT 10.7 #R10- 18-0072 DWELLINGS WIPUBLIC WATER —•150= EXISTING WATER MAIN CL 21.0 CL 21.2 SLEEPY FOLLOW LAAE CL 20.0 ( EDGE OF PAVEMENT I i () Of S 76008'50" E 132.00' EL 21.6 W.M. I W EL 20.8 I � I CL 20.8 I I SANITARY DI ENTIONS LP 1 o S.T. A: 19' B: 55' �' W LP 1 A: 32' B: 66' I 3-4 BEDROOMS J I z LP 2 A: 25' B: 71' I _ 1,250 GAL S.T. M (2)8'DIAx6'DEEP L.P. LP 2 S.T. w �. I � � z 3 1 d- 3 I o DRY V&U J U r4 N j 8'DIAx4'DEEP COVERED EL 20.5 3D m PORCH POINT ::•;:::::::;:35.6'.:: �. ..:•. POINT Q. 17.4' 3 O / 8'D�Wc5 WELL A O:': ::;:':;:.':':';':.:::::•;:.: ,:':' ::: B ��- .••.1 STORY FRM.:':•::.�;':':•�:•:: :':': ^' � ( � �� ✓ ' ..*.,..,.*.*'.-..-.'.'-'.,.'.'.-'.-.','-'.3 :. :::.:.:.:..::::::: ::' : 3 BEDROOMS:':•::'•�::::' Tn ,FFL 23.8:: o RCA DRIVE A Y ..' z ''."GF BELG. BLOCK CURB EL 21.8 ': '�::'.:::'• COVERED • 58.8' ��•• ,0 DECK II omr WELL CL 20.5 14.1 8'DIAx4'DEEEP 1 LOT 6 LOT 5 VACANT 150' � / I Icy�O LP GAS I O LL I O LIJ 1 W O ( I • :12.2 -� W _Z3 I � I 3 W D 3 CL 21.3 I O I O con w M I O I I O M WELL I '~ ° I Z W.M. I ( E CL 21.0 L 24.0 EL 24.0 .,--- N 71042 F20 W I _ LAND N/F 152.46'OF DWELLING ` JOSEPH MICHAEL STADLER WIPUBLIC WATER REVOCABLE TRUST DRAINAGE CALCULATIONS: F A) DWELLING FOOTPRINT-2145 SQ.FT. 2135 x 0.166=354cf REQUIRED (2) B'DIA x 4' DEEP DRYWELL=354cf PROVIDED EJ -k:_ E!^j ,._ .r 14 B) DRIVEWAY=1300 SO-FT. 1300 x 0.166= 216cf (1) WDIA x 5' DEEP DRYWELL= 221cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA. 40,671 .47 SQ.FT. or 0.93 ACRES ELEVA770N DATUM., NAVD88 SUFFOLK C+�)jy!TY OEPaRTME-NST OF HLALTM SER'JICES UNA07HORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA7701V OF SECTION 7209 OF THE NEW YORK ST47E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN C!-1AJSTRUC T ED V�OR XS FOR ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUAON n S::;arLr PAI-.AILY RESIDENCE LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn7U770N, GUARANTEES ARE NOT TRANSFERABLE. AR ��� I-) ,.}ZC{.��G.1� 1)-13- (��� 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7H£REFORE IHEY ARE Dat,MAR NOT N7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS ANDjOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY The SSV39;'ciis,pnsp1 and vmteer s:.IpCIy i3: ;hes at thin:InCailpsl trove been insppred anelfor cet-f;cd by this rii-pmf:n : or mhe-a:;enr.,ss and found to SURVEY OF: LOT 5 CERTIFIED T0: MICHAEL GAYDOSIK; be saiisfactM FOR A f,L�-vYit lUly-0i;7 CECROOMS. MAP CF: SLEEPY HOLLOW MARIA GAYDOSIK; FILED:FEBRUARY 4, 1976 No.6351 CHICAGO TITLE INSURANCE SERVICES, LLC; � �-- - C 3, of SITUATED AT:SOUTHOLD CraigiCr t. ;:: .< ., FINAL SURVEY 02-16-20 (force of 1v1anamm2,n TowN oF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FND. LOC. 08-28-19 SUFFDLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 06-25-19 P.O. Bos 153 Aquebogue, New York 11931 REVISED 05-16-199 44-P-00 PHONE (831)298-1588 FAX (831) 298-1588 FILE # 18-127 SCALE: 1 =2O DATE:SEPT. 20, 20 18 N.Y.S. LISC. NO. 050882 maintatning the "cords of Robert J. Hennemy a Kenneth M. lroychuk U W Q 1 ELEVATIONS TOTAL AREA = 1 , 466 SQ . FT. o USE GROUP = DETACHED SINGLE a 2 FOUNDATION PLAN FAMILY DWELLING z CONST. TYPE = WOOD FRAME 3A FLOOR PLAN Of UNPROTECTED Q 3C GARAGE PLAN GROUND SNOW LOAD = 40 LB SF Of 3W BRACED WALL PLAN SEISMIC DESIGN CAT. = C 4 CROSS SECTION SOIL SITE CLASS = D 5A PLUMBING PLAN WIND SPEED (vuit) 136 MPH r -a 6A ELECTRICAL PLAN EXPOSURE CATEGORY = B 't 4• 7 - � �'�ttif`1 , 8 STD . NOTES & DETAILS FLOOD ZONE - No v..N,,f» FLOOR =LOAD 40 LB /SF cni 00 00 0 0 oN 0 1-1 M co O DESIGNED TO THE FOLLOWING: NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): r A Z Z 6 2Z N • 2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACES Z V) Q U W Q W W THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) o • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, 2015 IBC, 2015 IPC, U) 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH SPECIFIC CODE PRINTINGS, c> 00 APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. N NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCE): }" I— • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, Z o M co PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL REFERENECES WITHIN PROJECT ADDRESS J 0 3 THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TOLd = .0 THE 2017 UCS. 340 SLEEPY HOLLOW LANE, NY 11971 00 1 1— u00 • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED "SUFFOLK" COUNTY Z T m o BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, APPENDICES, AND 0 REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. 3::00 ' o t— o • ASHREA 90.1-2013 PRINTING AS IDENTIFIED IN THE 2016 ECS. � r O � v d o OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. P.F.S. CORPORATION c _ 0 NMN °' 2014 NATIONAL ELECTRICAL CODE 3RD PARTY INSPECTION AGENCY Q o) M ry c-- Lo 1115 OLD BERWICK ROAD w �_ _� NOTES: BLOOMSBURG, PA 17815 0 W � �� 1. THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND (570) 784-8396 � > >- >"" o CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE cl) Q z "' DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2010-118. NOTE: C/) > ; z a 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN UNAUTHORIZED ALTERATION OR ADDITION TO O o o o ®® COMPLIANCE WITH CHAPTER 11 OR THE CODE. THIS DRAWING IS A V z z cf Y Q VIOLATION OF SECTION 7209, Y � 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN ARTICLE 145 OF THE NYS EDUCATION LAW. o � p ®® ACCORDANCE WITH N1102.4.1.2.RATING COMPANY TO BE USED IS RESIDENTIAL ENERGY 0-- Q Y Z V CONSERVATION PO BOX 1013 SMITHTOWN, NY 11787 ANTHONY S. PI SARRI, P. E. Q _ o o z 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE DESIGN PROFESSIONAL z U ol ly- BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1507.3.3(1). WITH A 3 ROSALIND DRIVE MINIMUM CONTINUOUS FLOW RATE OF 45cfm. CORTLANDT MANOR NY 10567 U' N Q 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON 9 - ' w J o THIS LOT. ( 14) 739 6580 o Ef)Z 3= az N - _ - - -- -- - � •• .�. � .1■■■1■111■■► -- - ------ _ _--- - -- _ ./1■■■■1\. - ..�■ 111 . --- - .1■■■1■111■�► - __-- -- -- ------ -- 1■111 ■■1■1 - - — ./■111111■■111 �. - - - -- - - �- -- .-- ./I 1■111■1■1■111■■11■1 •. -- - - .111 111■■111111■■1111111 111.. : �� �� �� : .� .■1■11 ■■■1■11■■■■1■111■■I 1■111►. — .�■111■■L1■111■■■1■111■1■1■1.1■1■1■t. - —--- - ------ -- ./111■■111111■■111111■■111111■■111111■1. 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BUILDER: • • �l - �• .linlnununnu.nmunnr .1i..nnnnunu.unluntnul. SERIAL • un.lnlln11111 unlow .imm�nnxnununnnnn.nnnnnxnnnl. 0381 .inuuuunuuununxuur •innunnunuuuuuuuu.1111xuuingli •' ' .�wuu.wuu.ulnunuln.. .ilnwulumunwu.umll.luuu.uunuunuuul. ,A R KNOLLS 1• .... ......................... ................................................................ 1 ■ Ii►1 ��►� PRODUCTION • • • • •1 • ■ � �1� �is, ' • • • . • Mammal • • 1• • • 111 7U • , 119711 1 1� .. t� �� j�"� ��� `R; y •11 NG SHALL BE C T M R VENT PIPE 1PENETRATION PER R3103.3 mom ELEVAT � ONS I 1 09 -1 • 1 1 1 1 / • • • • /` _, ■� (I I IIII IIT IF MOM Modular Homes • -• / 1 1 . . �1� 1111111 IIIA 1 ReagaMill nsRoad, 111 ' NewYork, 14 Tel , • . . . . N i r-- LLI z Lo U-) I 1 U Ld 1 800# < u') b j 1a_ z 662 PLF 'I-, wF= 0 c**4 54'-1 1/2- 0 WLd b 1 0- W Zr 7--------------------------------------------------------------------------------------- -------- o r- --------------------------------------------------------------------------------- X 00 < < FOUNDATION WALL- 7 I I FOOTING--/ I Ld I -ro 1 0 0- >li C14 40/ 0 00/v NOTE j < COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; I 1 0 C14 1 1 60., OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS 8'-6" 10'-0" <1 2886 D 0 0 8'-8 1/2" 1 0 j < 5248# 1 LL- 0 < o:: 0 17'-8" in = I--L - V-011 Lu , 1 10- L_---_ ----- -+-J-0 4 - + D N oa -11 C, LALLY COLUMN COLUMN FOOTING 4-, NK 3375# 3375 C14 6 z 0 I I 17'-8" 15'-4" 20'-0" 1 I 0 z z 1152 PLF 700 PLF 1152 PLF 6 LD 0 y z L) 0 w m 00# < Ld 0 af w SA U) lol- I I I I I I I I I STAIRS & POST DESIGNED 00 C-> 1q* 00 I,- & CONSTRUCTED BY B/P to I L------------------ Lo ----------------—-------------------------------------- - C/) L---------------------------- --------------------------------------------------------------- - < ooM co 00 0 C3 -0 X 17'-5" 7r 35'-7" z rn Wo 662 PLF 3�: uj LL' -i 0 z C> 0 C) 0 u) :Iz C) LLJ 0 F- 53'-0" < It 0 00) U) 0 V) U) IL w FOUNDATION NOTES: (3.> -i-- = 04 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. < (/) m K) COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABI F00 LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED LJ c > ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 0 -4- v) 00 (D 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND W >- CD ck: CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) z C=) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE < SEPERATION. LU _j 2 < 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. 0 0 o -;i Z 0 AFA 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. z < 0A3 0� :2 0 LJL 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. < < 00 LLJ 0 0 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND 0 0) f y- INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO z "i PROTRUSION ABOVE TOP OF SILL PLATE. < i = L;j Uj C=l a_z:--i a-=F W v- I V) Z) -<cj, 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT 0 ct*w uj STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL of c:1 u- :> 00 II �II APPLICABLE ENERGY CODE REQUIREMENTS Lli im, N CL LLJ U-1w¢ 1 Fn < U) in o => 1 0 0 1 . 1 1 1 1 DECK oF- Z BY B/P vii om LAJ 14'-0" x 10'-0" �r I � U a 54'-0" 1 1/2- j 0 6 -9 7 -2 9'-9 1/2" 11'-2 1/2" 11'-6" 7 -7 I W0 1 0 W 1 Q (n GRILLES 2-3046 2432T FWH60 11APLR CN 35 2432 1 n- Z (EGRESS) (EGRESS) , / W 1 LLJ 0O L_ 3336MG L 3 MG = 1 LLJ \� / D1112-.' DW PREP Bwr18 P30 OAN Y TILE O 1 a 0c0 10 a Q DSB36 22 1 BEDROOM 3 TILE DINING ROOM z o KITCHEN PD26 W o D » 38 » » M 0 » �-----� m 1 Q 10 -0 x 10 -7 M 10 -6 x 13 -4 0 13'-0" x 13'-0 1/2" 1 'AZTIC P.D,s. >- � W Ln1 > < ( 25 1 "\ 54" I LE ~ oc Q Nry 1 Q O KITCHEN NOTES Q �NQSTALLE j _j x LINEN m •RAISE CABS 1" 5249 I�_____>I64 jX 1 00 1 Q 2886 , » *ALL PLY-CONST. (3) 2x6 pp _ I _ 1 D24 D200 0 /(-2) 2 x6 3'-0' •DELETE C-TOP 1 I •.__ . �� •DELETE SINK N i� z N -- C� 12 0.C. FL FRAMING �, ; _ •S L FAUCET a � I \ / I ATTIC I [KITCHEN/DINING] / a �- o a O O 0 \/ I ACCESS �I \ •CCM MOLDING m 1N m O 1 Q � I / \ 122"x3 �J (3) 16" MICROLAM ' � � v60 zo 2-D20\rrT --y I N� PIN RAFTER -- 0 0 CAR � TILE ------ `'V m rn 302 __ IN Do 1 W . -- ----- — a 362124 a t _ \ O 242 �(1 21423 p 42 m D26 N � 2-D24 D26 - - - - - N (2) 2x4 3375 _ RUN R/H THRU CAB 1 (3) 16" MICROLAM 3375 I INTO ATTIC 1" (2) 2x6 (2) 2x6 I OUT THRU EXT r i PIN RAFTER I N N p Q w a I x O o 0 L_ I _ 0 o I a 1 ---------- Q �WLa o = a o I � o ��. oNc> \ _I Z BEDROOM 2 �Z= --- ------- �' - o Y Ina Ln w 13'-5 1/2" x 12'-2 1/2" m LIVING ROOM D20 2- 20 MSTR BDRM Q w s00# 10 14'-10" x 13'-4" 1 11 -7 1/2" x 13'-0 1/2" _ I N � w U 00 N Q Ln EGRESS EGRESS 1 cv �p 1 TEMPERED I 1 �- 3046 3 46 0 - - S 6 EGRESS EGRESS w 11 w L < o M 20 DP3446 20 THUM LATCH 2-3046 800# Q O ^ J 3 Lo ' " " 7'-5 1 2" 12'-2 1 2" r, �` V n o 4-6 6 -4 14-6 / / g -p � o � L� � 00 PORCH C3 -0 X ma BY B/P U ZY Wo � � J 17 -6 x 4 -8 � o Jo= C) 17'-5" 35'-7" >_ o j ® 0 -4 (f)zi 0U' t%iN L— � � 53'-0" -J 0 -� = CV HOUSE NOTES 7 < 00 • 400 SEIRES WINDOWS (GRILLES IN TOP SASH ONLY) Lj r` a U-) • ZIP SHEATHING ON EXT.WALL LL v000 �d • OSB MARRIAGE WALL V) 024" OVERHANGS w � � c � QZ � Mtm LIGHT & VENTILATION SCHEDULE (SF) ~ oo ::E ZU0 ®® ROOM AREA LIGHT VENT z Y Y ®® REQUIRED Q z SUPPLIED REQUIRED SUPPLIED � � Q :2U LIVING RM 195 15.6 25.2 7.80 27.30 DINING RM 141 11.3 22.9 5.64 34.86 *COMBINED NOTE: C - w o o IEALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" Z KITCHEN 170 13.6 8.0 6.80 7.20 QLu CD MSTR. BDRM 152 12.2 25.8 6.08 12.11 ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF J ' w c:1 o GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED U) a N Q� BDRM 2 162 13.0 23.2 6.48 12.02 WITH FALL PROTECTION SUPPLIED AND INSTALLED ON o `y'o z 00 I► BDRM 3 107 8.6 23.2 4.28 12.02 SITE BY B/P IN ACCORDANCE W/ R312.2 UJ a¢ o z _ CV Qr , = cV 24'-0" 800#j- ------- --------------------------------- M I 01 ----- --------------------------------� I o �- I I I ►,� U \ I I I W U-) Lo I M 0 I I I ZO o I I F 80 I I U \ W ao --- -- Z I I I I I I I — -- d I I 0,9c I r 1--- ---- o I _ - 12 otof N 1 I I7 iS 1 I I I O 1 ► I I I I I GARAGE 24'-0" 'r"�; 1 I I UNEXCAVATED W 1 I I I 800# 1 I .I I r i of W 4 ^^ O 1 I I I I I 1 I I tf) J Mf- M 1 I L------ ------------------------------- I I I inN pl _ U I I V) o> 1 Co-- o 0 1 I I 24'—l" 800# i i� w w O 1 1 I I o 0o O o v 1 I I 1 z � � co FOUNDATION PLAN I I o z F 0 I I w 1Lo PANELIZED GARAGE U1 I I Q i BY WMH N N j I I 24'-0" x 25'-0" 00 1 I p' I 1 w — N 1 I W 1 FIRE SEPARATION TO BE Z (n --------JX COMPLETED ON SITE BY B/P o w O L M I Q ; -GARAGE WALL PANELS AND ROOF TRUSSES ARE p M < O 3 IJ m 00 SHIPPED LOOSE TO BE SET AND INSTALLED ON SITE I .j ^ — ——————————J I -ALL INTERIOR FlNISHES, ELECTRIC, AND SYSTEMS U = Z X W 1 CONNECTIONS ARE TO BE COMPLETED BY B/P 00 J 0) 00 00 UI 1 -ALL CONSTRUCTION AND INSTALLATION OF PANELIZEDzttz i } X J GARAGE IS TO BE INSPECTED AND APPROVED ON SITE z V60 BY LOCAL CODE OMCIAL > 0 1 C 7 Y w o _� •c ILL. 1 �[>< ' � � � Oho 1 _ Lij o V) o- M -6c) 1 0 (/) < 0ornI NV) U) D 2 6 cV U 1 Q rn cn M i S 46 S L W -�046 00� < � tV, >12'-0" 6'-0" z M 24'-0" W J Z Q 0� 110 0 ®® O O O 1 Y �" ' 1 M � Q ®® 1 FLOOR PLAN Q D Y 0 O 1 < ppz LL 1 0 Aff U0a� 1 Z CD 1 Q < ZLW Q ? of 1 (n cn , C) (ERESS) jr oz 00 •• II ¢¢ Rz NQS ► _ N 24'-0" J f Q U Z N WALL C 80 J T-nol Z Q O F= J 0 LJ Q 53'-9" 800 a- �� Z 3'-0" 3'-2" 5'-6 7/8" 6'-5 1/2" 8'-6 3/8" 6 _I to WA L A I Q r Q __ O L-- ® L-- O O (I \ r O _J 0- M co —1 M O I ir) H 0 M h ; N E O THE EXTERIOR OF O I WALL #2 IS TO BE U SHEATHED THROUGHOUT GARAGE Co L_J 0100 = cD ---- ---- I 00 -� to Q 00 k M N s z to WALL D 7'-4" LO rx 00 LO 800# Q N a 10 O C' M O 800# WA LL " " " 7_ " I �•. 2 11 3-2 5-0 3'-10 4 1/2 4'_g" z • 53'-9" w = Q 0 W U I0 cr_ I Urn 00 Design Parameters N to Structure Type 1-2 Family Detached to # Stories 1 [ Win(] is Design erne xy B z C Wind Speed(3 Second Gust) 136 L FASTEN SHEATHING TO HEADER Wind Exposure B J O ) WITH 8d COMMON OR Stories Above Grade 1 3. ! 1 = GALVANIZED BOX NAILS IN 3' Mean Roof Height 15.5 It p `J Q_ GRID PATTERN AS SHOWN AND 3" Lave to Ridge Height 11.6 If J 0) I 00 O.C.IN ALL FRAMING MEMBERS 25'-0" Roof;Cerlinq Dead Load 12 psf _ O o X 5 1/ " 5 1 " GWB on Interior of Walls. YES } zr ^ t3 Wall Bracing Requirements - 2015 International Residential Code 0 Y w p V -11=3 .� t'' Braced Wall Lines - Ranch, Cape, or Second Story of o (3)1 1 2"x 11 1 4'x 24'-9"MICROLAM HEADER Wall Bracing North/South Direction Wall Height: 8 It 0 0 .. ... ... .... -------- ------ Adjustment Factors: CS-WSP BRACING - WALL #3 IS CS-PORTAL ¢ 't o o rn SIMPSON CS20 STRAP r t i Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor � 0 - to N U � r� r� ��r rr MIN 1000#HOLD-DOWN "� " -� •+-- = N t t 1 r 0.9 1.3 1 1.3 4 14 W/(7)8d NAILS EACH — Cn � t� CENTERED @BOTTOM OF Required Braced Required Braced Braced Walls Blocking Required Q pp END(10001b MIN) r t i r Wall Line Spacing t� N B! r HEADER INSTALLED ON i r FASTEN KING STUD TO Watl(tt)Tabulated Walls IU Ad'usted Provided t1 at Horizontal Seams c d �r rr ori ri BACKSIDE ui ii HEADER WITH[6]16d Wal #1 53.75 11.75 ft 17.9 ft 22.6 ft YES Passes W r- C-> v f n u nr w n 0 +- rn SINKER NAILS Wal' #2 53.75 11.75 It 17.9 ft 22.1 ft YES Passes p 00 Wal' #3 23.75 5.75 ti 8.7 ft 12.75 ft YES Passes MIN 3/8'THICKNESS WOOD �S (� CU _ 41 Ur t r t Wall Bracing East/West Direction STRUCTURAL PANEL r r r t > o m r BLOCK SPLICES IN r r Adjustment Factors: Z r� TI III SHEATHING i r i r Q "i ip \_SHEATHING.SPLICES Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor (n Bi if MUST OCCUR WITHIN 24' i 0.9 1.45 1 1.3 J Z Q UI IL OF MID HEIGHT. Required Braced Required Braced Braced Walls Blocking required at 0 Q ®® Wall Line Spacing 0 Wall(ft)Tabulated Walls(R) Adjusted Provided it Horizontal Seams Z Z (.) 0 ----- Wall A 27.6 6 52 It 11.1 ft 33 It NO Passes Y or z Wall B 27.6 6.52 1t 11.1 ft 26.8 It NO Passes 0 < 0 ®® Wall C 25 411 6.8 It 2411 NO Passes Q 0 3'-0" 8'-3" 2'-6" 8'-3" 3'-0" Wall D 25 4 ft 6.8 R 17.2 tt NO Passes Q Uw 0 0 CS PORTAL FRAME 0 °' elf QI _ • `''W o (l) 5 N _ C�p z OO bi of . J N CS o �LTJU) ' II a ,2 N a- R38 INSULATION 2x6 SPF#2 PLATE - FASTENED 12 I W/VAPOR BARRIER TO BEAM W/ [2] 12ds FACENAILED @ 16"O.C. ROOF PITCH MAY VARY ( [2] SIMPSON CS20 2x6 COLLAR TIE SEE ELEVATION DWG #1 MICROLAM BEAM STRAP W/ [6] 8d U NAILS EACH END LU26 W HANGER 2x10 SPF#2 CEILING RAFTERS @ U ' HEADER [SEE FLOOR TYP. 24"O.C. PER 2012 IRC Q PLANS FOR SIZE] [3] 2x4 SPF#2 POST S/L TABLE 802.5.1(6) Z ' (MAX SPAN ® 50 PSF = 12'-4") O [2] SIMPSON CS20 I U STRAP W/ [6] 8d AIR BAFFLE W [2] SIMPSON CS [2] 16d FACENAILED NAILS EACH END R30C INSULATION BY WMH STRAP W/ [6] 8d TO TRUSSES ® 24"O.C' STRAP IW/S[6]ON CS 8d ' W/ VAPOR BARRIER z NAILS EACH END NAILS EACH END }. i T- ANGLE BRACKET ® EACH Of TYPICAL PIN RAFTER SIDE RAFTER a i DIAMETEERR BOLT THRU RAFTER CROSS BEAM DETAIL I (2) 4"x 3/8" BOLTS TO TOP PLATE o FASTEN RAFTER PLATES TO TRUSS TOP CHORDS WITH [2] 16ds i [3] 2x6 SPF#2 POST IN WALL F 2x6 SPF #2 RAFTERS 0 16"O.C. 2x8 SPF DOUBLE FOLD ROOF #2 RIDGE FROM CROSS SECTION I PLAdA TETODOUBLE FACENAILED SCALE: 1/4"=1'-0" i [3 EACH SIDE OF POST] ' ? [3] 16ds TOENAILED [TYPICAL 12 ROOF PITCH MAY D TYP ROOF VARY-->SEE Q (SEE NOTE ABOVE) ELEV. DWG #1 PIN RAFTER k SIMPSON H2.5A 0 RAFTER TAILSW (2) 2x6 HEADER W/ LU26-2 JOIST HANGERS CROSS SECTION TYP EXT. WALL (AT INTERIOR WALL SIDE) (SEE NOTE BELOW) DOUBLE TRUSSES 0 EACH SIDE OF DORMER OPENING FASTEN WALL PLATES TOCo TRUSSES WITH 16ds 0 6" O.C. (2)2x6 HEADER W/ FLAMESPREAD NOTES a, a, JOIST HANGERS ROOF PITCH MAY VARY 1. WALL AND CEILING FINISHES SHALL WINDOW/DOOR NOTES: co w SEE ELEVATION DWG #1 2 HAVE A FLAME SPREAD INDEX OF NOT 1. ALL WINDOWS AND DOORS TO BE Q N Q _� CONT RIDGE VENT 18 in /LF GREATER THAN 200 PER R302.9.1 12 INSTALLED PER MANUFACTURE'S Q o o (3) 12d's CSD 12 O.0 2. INSULATION MATERIALS SHALL HAVE INSTRUCTIONS FOR ANCHORAGE PER � M A FLAME SPREAD INDEX OF NOT R609.7 GREATER THAN 25, PER R302.10.1 2• USING (1) 2x4 SUPPORTSTALL D PER PRE ENGINEERED & MULLED UNITS TO BE A DORMER FASTENING CERTIFIED ROOF TRUSS (3) 12d's ® 12 O.0 ANDERSEN COMBINATION DESIGNS FOR zz DESIGN® 24 O.0 JOIST/HDR NOTES: 400 SERIES D/H WINDOWS AND WILL '- in w w = 1. ALL FLOOR JOISTS ARE 2x10 ® 16"O.C. SUPPORT A PRESSURE OF 42psf Q > > _ TYP ROOF SPF#2 PER TABLE R502.3.1(2) W/MAX ui 30 YR SELF-SEALING FIBERGLASS SHINGLES OVER 58" AGENCY RATED SHEATHING FOR LIGHT STORAG THIS ATTIC SPACE SPAN OF 15'-5". 0 w OVER 15# ROOFING FELT S DESIGNED 2. ALL WINDOW/DOOR HEADERS ARE WIND PRESSURE FOR WINDOWS/DOORS [N] 2x10 SPFPER TABLE R602.7(1), [PER TABLE R301.2(2)] IS -19.Opsf v "14- 00 / UNLESS OTHERWISE NOTED. Lo 0)BITUTHANE APPLIED CONTINUOUSLY ( to TO EAVES FOR ICE SHIELD �o cn t AIR BAFFLE BY CROSS SECTION z r 00 WMH LU24 CLEAR SPAN a o .-. R38 INSULATION �' ! , 3 W/VAPOR BARRIER 2x6 SUB-FASCIA o rn U = Z 0000 AIR BAFFLE BY 00 J v --ALUMINUM FASCIA zu:z _ >- a x WMH TYP MARRIAGE WALL TYP INTERIOR WALLBY B/P z U a' 5/8" COMPRESSION STRIP 2x3 [2] SPF #3 TOP PLATES [2] 2x4 SPF #3..TOP PLATES VINYL SOFFIT 10.7 int/ft2 VENT 0 uj z Y w o 2x3 SPF #3 ® 12 O.C.(1st FLR) 2x4 SPF #3 ®16 O.C. STUDS BY B/P 3 Eni w O 2x3 SPF #3 @ 16" O.C.(2nd FLR) 2x4 SPF #3 SOLE PLATE r o = v 1/2" AGENCY RATED SHTG. MAT.SIDE 1/2" GWB BOTH SIDES o M � /1 � TYP EXTERIOR WALL V) = V 1/2' GWB INTERIOR SIDE [2] 2x6 SPF #3 TOP PLATES -�— = N 2x3 SPF #3 SOLE PLATE 2x6 SPF #3 ® 16 OC STUDS Q 000 2x6 SPF #2 SOLE PLATE W - c ,j AGENCY RATED SHTG. 1/2" GWB INTERIOR SIDE -C ' 12d NAILS TOE-NAILED ® 6"O.C. o TYP SUB-FLOORING 3/4" ��� R21 INSULATION WITH VAPOR BARRIER cv) w� 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE W >_ r n ck: (2)2x6 PT SILL PLATE 2x10 SPF 2 0 16" OC FLR JSTK 0° WEATHER - PROTECTIVE BARRIER Q Z V / � ,�� F°�. (SUPPLIED & INSTALLED BY B/P) En U) � ALL SIDING BY B/P _ a R-19 FIBERGLASS INSULATION m L O J Z Q a TO COMPLY W/ENERGY CODE 300 _j 0 > O Z O O ®® i, (INSTALLED BY B/P W/VAPOR � o =i m z Z U Y o BARRIER TO WARM SIDE) I z o w !'! Q Z a _ i = i � � O i o ®® SUPPORTS 9" Q `s U FOUNDATION WALL LALLY COLUMN & STAIRS m 10 m Q C) O Z BY B/P 0 U 0 0 m � � z I I ff— FOUNDATION FOOTING i Z Fn > L) cyo i oLli o z 00 II U Jv od COLUMN FOOTING W Q� o • N a m (n wQ �� a a ,, N 1 TABLE P2903.2 1 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND 1 FIXTURE FITTINGS° A PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY Lavatory faucet 1.5 gpm of 60 psi DECK 1 U Shower head (including a handheld shower spray) 2.0 gpm at 80 psi 1 W Sink faucet 2.2 gpm at 60 psi 1 CD Water closet 1.3 gallons per flushing cycleb I 1 Q For SI: 1 allon=3.785 L, 1 gallon per minute=3.785 L m, 1 pound per square inch=6.895 kPa. 1 U Z 9 9 P � P P 9 „ 1 1/2 a. Compumption tolerance hall be determined from referenced standards 54'-0" 1 O b. The flush volume for a/lial—flush water closet iseine as a compose e, average us volume of two reduced lushes and one full flush. Ljj (� 1 0 W 1 Q Z 1 o- — 1 W F- WC �i L___ I L__ _ WASHER 1 L.LJ W 3"D �i P.SINK WC " Q ♦ �i DW 1 1/2-D 3-DC)C 2"D 1 (� a 2"V 1 B/ HKI 2 DNK 1/2"V 2"V 1 1/2-V i w 1/2-D ' BEDROOM 3 , �i2„D , ,/2"V DINING ROOM , 1;2"VKITCHEN ; O (3) 2-PVC Q B-A 00 I 1 CD 2"FV - I 1 ry I I X2D LL(2)LAV/WC 1 1 2 D" LLJ ------- 1 N 1'- D WV DIAGRAM ----------- 1 VIEW 'A' - NTS I 1" D = DRAIN I V = VENT W w FV = FUTURE VENT I O o 0 SP = STAND PIPE I DW = DISH WASHER I WC = WATER CLOSET FC = FIELD CONNECTION BY B/P o B/P = BUILDER/PURCHASER --- ------- 2 o Y BEDROOM 2 > W LIVING ROOM MSTR BERM !!c x �= MM LM W C '�QCn r�y z L >31: Lr) C ) = Z00 00 PORCH J _ >- 77' � � X z p v • Y W d W --6 C 3"MAIN VENT 3�: z Fn _j o 0 0 THRU ROOF o U) O 17'-5" 35'-7" UJ > _ M o o � I 53'-0” Q rn C � 00 CA 0-1 WC LAV TUB SHO 3"VENT W � -� a LO TO CONN. W/ SUPPLY DIAGRAM THRU ROOF 3" M.VENT 0 ® •-•~ Q'CO CO CD VIEW 'A' - NTS j ---- DRAIN BY B/P N > > > I o m FL = FLOOR LINE I I DRAIN BY WMH > TO CONN. W/ t- „ " _____ f7 3" M.VENT U) = 1/2 SHUT OFF VALVE T P ----- VENT BY B/P > ci Ld J - d COLD FL VENT BY WMH > �_ \ F- O 0 :2 ----- HOT `V 2� > O Y � YO C/7 KIT LAV KIT.SINI< & DW � WASHER 0 � ZO ®® SINK DW P.SINK WC WASHER WC SH R LAV LAV > WC \ i 1 Q • PRSINK b I C\1 p / 1 1/2-D > 0 �LLJ 0 0 T I T T 3"D \ ♦ N WC z U C7 tY I I I I I I I ✓ SHOWER o Q i I I I I I I 1/2" Z W o _ o I I I I I I I TYP \ TUB;SHO WC / o w FL / " WC 1 1 2"D` LA o'w ¢o z 00 I d 1,2 D 1 1/2"D " W 6 J o N3 D U) wQ :S Q 0,y N LO 1 1 1 1 DECK 1 i? Z 54'-0" 0 1 1�2" j O j w U 1 0 W 122 ELL CTRI L PANEL Q (/)12 LOCATIO - BSMT 1 Z „ 6 s d . w _ 7 O -1'-3 3/4" q o,� \ // q L_- 6 �14,16 O 1 rw^� � A 13 FL 1 7 j I 15 ,G L�J 1 -1'-7 3/4" 1 110-115 CFM0.EB EB EB -l'-31/2'- N 1 F 11 11 12 12 7 1 w BEDROOM 3 ` N "11 N ROO 12 KITCH ARO GE $ ' CD o ----- 3LL 1 Q A TO�1 i 2 �ATTii�x�`\n 12 � 7 Q 0. 7 ' . —7'-01/2' 3'-0'—I ------ 7 ( 1 UI 1 3'-11` -7` 4 E E 2 1 L 1- Li D O/ \ 11 I 12 12 7 O 'T0 6 7 7- r. 11 N 1 IAT Ric 11 1 L- _L-_ I //\\ I WIRE ONLY 7 OF 7 �4 L t M - BSMNO s SD 1'-6` 6'-8 1/2"- --- H 1 W 1', ------ 5 J" 2 -1.,3- - I DO p ------- 11 c� G 4 2 I ; f C4 1 - 10 10 SD "' '-11' 4'-0` 3 - 1 ----------- m 9 I 8 B ,o I O ,D I o 0 10 I JLJ til 3 O m 10 Uco I _o Z � Nn 8 n 8 t\r w� 10 �DN IjJ F i!�N Z Z �1N --- ---- -- Bm M Z I= S U BEDROOM 2 > I—I IN_G_ R OM MST BDRM Q w Ld EB E s 10 9 11 �� 11 8 � U d 00 I to ' (L 9 E I o1 1.-38 10 .1 . 8 N (O N ►`) C YN zE >- 00 9 ® J 0 3 Ln dee OJ rn _ 00 00 PORCH o Z —1 o } Q 3�: 3vi Bo U OHO LEGEND CIRCUIT DIRECTORY o U) o 35'-7" 0 o � 0 'It E-1 PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. �_ M cf) 00 0 0 rn 110V DUPLEX RECEPTICAL 1 40 8-4 RANGE KIT. KITCHEN COUNT. 12-2 20 2 53'-0" �— --� = n1 110V DUPLEX RECEP11CAL- SPLIT MIRED 3 KIT. COUNT,DINING AFI 12-2 20 4 Q 0') U cn C4 220V RECEPTICAL 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN AFI 14-2 15 6W c- - 10 WALL LIGHT 7 15 14-2 GL-BATH,HALL,LAK AFl GL-MSTR BDR, HALL AFI 14-2 15 8 Ld _U Q,d -� COLING LIGHT SURFACE MOUNTED 9 15 14-2 GL-LIVING RM AFI GL-BDRM 2, LIVING RM AFI 14-21 15 10 In000 RECESSED LIGHT AT COLING ;+ SNITCH. SINGLE POLE >11 15 14-2 GL-BDRM 3,GEN BATH SDC AFl 31--DINING, HALL AFI 12-2 20 12 >- o m 4" SWITCH, THREE WAY 13 20 12-2 DISHWASHER [AFI1 DRYER 10-4 3 P 1 14 Q z M t- SWITCH. FOUR WAYLJ I J 15 20 12-2 WASHER 16 FL FAN/UGHT FlXTURE N RANGE/HOOD FlXTURE17 20 12-2 BATHROOM'S GFI 18 0 O O m L.L_ F FANLIGHT do HEAT COLING UNIT 19 20 ZOO • ®® 0 SPECIAL PURPOSE CONNECTION 21 22 Z Y Q Z +_ 0 ,UNCTION BOX 23 24 a- :2 O ®® 0 AC/DC SMOKE DETECTOR 2526 Q BELL 27 28 2014 N . E . C . ® DOOR BELL BUTTON * * C� 0) � d TELEPHONE OUTLET 29 30 ALL OUTLETS TO BE TAMPER RESISTANT z fl� TELEVISION CABLE OUTLET 31 Lu 32 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY 50 MIN. * Q �Z o � o ® THERMOSTAT 33 34 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * ] a N J `- ®; VACUUM SYSTEM OUTLET 35 36 0 L f'' w C-) �CEILING FAN ec LIGHT FLOOD LIGHTS 37 38 W ¢J oO C"- -0 N Q C O COLING FAN 39 40 W¢ QI ,, N W WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. NARG' R TYF> E GLASS VENT "U"VALUE SHGC ROUGH OPENING THERMATRU DOORS A21 ANDERSEN 400 AWNING 2.6 0.90 0.29 0.31 2'-01 a'x 2'-0 5/r DOOR TYPE GLASS(sF) VENT(sF) "U"VALUE DOOR SIZE REMARKS 2046 ANDERSEN 400 D.H. 6.3 3.70 0.30 0.31 4'-81 8'z 2'-21 " 2432 ANDERSEN 400 D.H. 5.1 2.94 0.30 0.31 3'-8 71T x 2'-61 8' DX30(S606) EXT. W/ GLASS 2.5 20.0 0.28 3'-0" x 6'-8"FIBER GLASS *3046 ANDERSEN 400 D.H. 10.3 5.65 0.30 0.31 4'-81 B'x 3'-21 DX28 S210 6-PANEL N A 18.0 0.16 2'-8" x 6'-8" B-LABEL P3446 ANDERSEN 00 D.H PICTURE12.56 N/A 0.27 0.34 4'-8 71F x 3'-61 CN235 ANDERSEN 400 CASEMENT 8.0 7.20 0.29 0.31 3'-5 3 'x S-5114' ANDERSEN DOORS DOOR TYPE GLASS(SF) VENT(SF) "U"VALUE DOOR SIZE REMARKS FWH60611 GLASS DOORS 22.91 16.72 0.32 6'-0" x 6'-11"WOOD W GRILLES *= THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20% & HEIGHT OF 24" FLOOR PLAN NOTES 1 . Label locations are designated by: 7. All interior and exterior Handrails and/or 5. Attic Access(es) on Cape Models are to be Guardrails are installed b Builder Purchaser = State Labels done on site by Builder Purchaser. y Builder/ IA Third Party Inspection Agency 8. All items noted as "B/P" refer to the Builder FD-P-1 Data Plate and/or Purchaser of the home. 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) 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 no greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0". Supply lines below first floor supplied and installed by B/P. 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. washer,dishwasher) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all shall occur at least 6" above the floor rim of the highest fixture State and local applicable"codes. served by the horizontal vent. 8. All fixture supply lines 1/2 diameter shall have individual shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 1D. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One (1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be Installed in basement by B/P If washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be Installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 17. Basement smoke detectors are supplied by WMH and installed by B/P. 9. Door bell wires shall be connected in basement by B/P. 18. All recessed lights shall be IC rated. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters = only. Complete foundation engineering based on specific site TOP OF FDTN WA Z conditions, applicable local and state codes, to be reviewed and � `+ Q approved by a registered architect or engineer in the state of PERIMETER BEAM2x6 SILL PLATE UJ 0-n af house designation. (2) 2x10 SPF#2 A 0`�' o 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2" PLY. z � and code compliance of all foundation elements including (but not EACH MODULE FDTN WALL 8 V- limited to) structural, plumbing, electrical, heating, energy 17 Of conservation and fire separation. " " " 1/2"0 BOLT & NUT LALLY COLUMN 3. Minimum column footing size shall be 2-6 x 2-6 x 10 deep. & WASHER ® 32" O.C. - 4. Concrete strength shall be 3000 psi or greater. COLUMN FTG 5. Lallycolumn shall be minimum 03 1 2" teel pipe. FLOORS 48 CLG/ROOF / P p � TOP OF BSMT SLAB 6. Foundation sill shall be preservative treated lumber (supplied and installed by B/P prior to house delivery and set). There shall STEEL PLATE & LAG be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY DETACHFAMILY DSLLING CEDAR KNOLLS GAYDOSIK 19038 FAMILY DWELLING CQU5L TYPE;.. 900 MARCONI AVE SITE: PRODUCTION No. WOOD FRAME RONKONKOMA, NY 11779 340 SLEEPY HOLLOW LANE UNPROTECTED SOUTHOLD, NY 11971 DESIGNER: .� , S TA NDARD ND TES REVISION DATE CF�k 2/28/29 SCALE: V_ D..,E TA IiLN A . Westchester Modular Homes Inc CHECK DATE ' 11kh® 30 Reagans Mill Road, Wingdale, New York, 12594 1-8 1Tel (914)832-9400 Fax (914)832-6698 GENERAL FOUNDATION IO REFER TO PLAN rf�pTft D N NOTES• C FOR KEY NOTES N o z I. REFER TO CODE COMPLIANCE FOR REQUIRED MIN. COMPRESSIVE =Q w `i'r w `- E � II F- „, � zz = Lu � a � 54'-P2” 24 -0 STRENGTH OF CONCRETE. o o o n Q o J v W W oQQhCie Oz ¢p- = 2. ALL NEW FOUNDATION WALLS SHALL BE 10" POURED CONCRETE 8'-0" IN W Q Z a z N = w 421-V211 12'-0" 14EIGHT 4 KEYED TO A 8"x18" POURED CONCRETE FOOTING. (UN.O.) 0 aQ z a= 0 ¢� Oz w w — www �� � 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL BEARING OF 2 Q w 6 O z z -m z 11'-2 2If 6'-6" 6'-6" ION/SQUARE FOOT WITH A MINIMUM OF 36" OF COVER o a z o z R o o- o moo-' - o Z z0 � �U =wUI„ OOz 4. STEP FOOTING DOWN AS REQUIRED TO ALIGN BOTTOM OF UPPER o � w y �O -o C 12"0 x 36"d POST FOOTING WITH BOTTOM OF LOWER FTG. MAX. 2:1 (HORIZ: VERT.) N o - FOOTING WIITH azo w o ;. -----------, SIMPSON "PB44 5. PROVIDE AND INSTALL DOUBLE JOISTS UNDER PARALLEL WALLS ¢ °a I I OFFSET POST BASE (TYPICAL) ------------ SET IN. (TYP) I I Z ' 6. ALL FRAMING MEMBERS COMING INTO CONTACT WITH CONCRETE SHALL • BMAM` �n �€dFf I I BE A MINIMUM OF .40 P.T.P.Or N t` 14x4 POST �! 4x4 POST i i i I. PROVIDE (2) 05 REBAR m 24" VERTICALLY m INSIDE CORNERS (TYPICAL) ABOVE ABOVE i i i 16 • _ - -- -- -- -- --- -- - - - - - - -- - - -- - 0,11 „ I„ , I I I I - - - 8. PROVIDE 4 INSTALL KARNAK ONE-KOTE ELASTOMERIC LIQUID ° ° I MEMBRANE WATER PROOFING SYSTEM ON ALL FOUNDATION WALLS •\ ►--i _ BELOW GRADE. INSTALL AS PER MANUFACTURERS INSTRUCTIONS. O r - -- - - - - - - -- -- -- - - -- -- - - - - -- -I I /W I `J I I-1 C14 16 , > `4 I I S. BEAM POCKET (TYP). ALL GIRDERS AND BEARING BEAMS TO HAVE w FROST CURB I MINIMUM 4" OF BEARING ON STEEL SHIMS ONLY. PACK ALL BEAM o (2 n"x 8" A.C.Q 1 (2 n';x 8" A.G.Q DEPRESSED FOR POCKETS SOLID WITH NON-SHRINK GROUT AFTER GIRDERS HAVE BEEN [ �D - -- 0 �n I SLAB OVER BEAM `_5 BEAM I , SET. O • '; I I m I I I I W U 10. 3V' DIA. STEEL LALLY COLUMN ON 24"x24"x12" POURED CONCRETE ^ 61 I 12x12x36"d • + -4 INE OF STEP FOOTING I t' 2 x 10 ACQ. LEDGER REFER TO ELEVATIONS I 0 UNEXCAVATED I I - FOOTING WITH 04 REBARS 1" O.C. EACH WAY. U.N.O. POST FOOTING ® „ ' WIITN SIMP50N _�, 1 (FILL 4 TAMP FOR SLAB OVER) m O I ANCHOR INTO RIM JOIST I I I I 11. PINE TREAD/PINE BOX STAIR WITH WOOD RAILS AS SELECTED BY O "P544 OFFSET I W/4"x "0 LAG SCREWS 0 ( 4" POURED CONCRETE I I OWNER REFER TO STAIR 4 HANDRAIL NOTES ON THIS DWG. Q; U POST BASE x I 24" OC STAGGERED TOP 4 I SLAB WITH 6x6 10010 W.W. REINF. ON 6 . O ' 5 IN. (TYP) N I BOT AND s ENDS '� 16 I I MIL POLY V.B. OVER 4" THK. GRAVEL I 12. PROVIDE AND INSTALL BRIDGING AT ALL MID SPANS OF ALL JOISTS. a x 15 _ I BASE COURSE PER SECT. R506,2.2 OF I I a' - - --- - - - - - -- - - - - -- - - - -- - - -- - --- - - - - - -- - - - -- - a . N CO PITCH S B 13. INSULATE ALL STAIR WALLS, UNDERSIDE OF LANDING AND CELLAR w ,� - - - - -�_ -° - -- - - __ -- - - - _ - - -�' TO GARAGE DOOR OPENINGS A STAIRS. A YS RES BL 16 i i I 22'-8" I i 0 14. PROVIDE 100 S.F. AREA OF 5/8" TYPE 'X' GYPSUM BOARD OVER 0 I I 52'-8" I1 -0'1 N 23'-V2" I I CI in BOILER �p 12x12x36"d • . 15. PROVIDE AREA WAY AT ALL WINDOWS IN FOUNDATION WALL POST FOOTING I I DEPRESSED D FOR ( I M--( NEW EGRESS WI ITFROST CUR5 N SIMPSON I I I I 16. PROVIDE CORNER HOLD DOWN. REFER DETAIL m ON THIS, DRAWING WINDOW.MIN. 44 '"PB44 OFFSET SLAB OVER FROM SILL TO F N. (O POST BASE _ ; o, W2 I I FLOOR SEE SET IN. (TYP) N I I m ESCAPE WINDOUI AREA-WAY NOTES w�5TH ' I I WINDOW SCHED. I m b I CELLAR 831023 WINDOW WELLS „ �H01 s°B�' r ' 10 THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL ® o Slrm:oN STRa,�TIE m NEW PREFAB. I I L —J 4" POURED CONCRETE I I m BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION ° , OM EMERG. SLAB ON 6 MIL POLY V.B. I— 7 I ( I AND WIDTH OF 36 INCHES. THE AREA OF THE WINDOW WELL ° "ST ESCAPE I I - I LINE OF STEP FOOTING 1 1 SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING AREAWAY. I I a1 I ( I ° I REFER TO ELEVATIONS I I TO BE FULLY OPENED. SEE NOTES. I I 10 10 10 10 10 L— J 10 I I EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION 83102.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 rx,o�u Ll I L - INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE F —1`1 F -I -I F -I F -I - `^ I -- - -- - J ° I WINDOW WELL. I. �. . . .I . I. T-___—{-� . _ . . . . ,� . .� J .I . . . I. 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LADDERS OR RUNGS SHALL HAVE AN INSIDE Ir--Y�J• W 8, I 5' 21y6" 5'-101y16" 5'armyl _ L�_J 1 _SII - L J 6' $�� 2'-Oy" 4'-�" 6�_0�1 I I �U WIDTH OF AT LEAST 12 INCHES, vHALL PROJECT AT LEAST 3 15 -- INCHES FROM THE WALL AND :,HALL BE SPACED NOT MORE Z O THAN 18 INCHES ON CENTER v:: Lu Z uj Q w LLILu O w Lu ppONap JUu,W pQQ pzQ0� 2 W �C) < z,,,sw 0 F- LU Lu LL avLLOzzmzz u- 0 z0�LLn3 = o° o ......... _.._..._......................................................................__..................._.._.............._...._._................................ .................._...................._..................._.......-................._._..._.............._.......x _ z O z C) p _ w U °° Z Qp �� �:p xvwi _........................................................_.................. ....................................._..._..__.._....................................................__._....._..... n w Ll ....................._......_.-..__..... p _ � n. w = O � p = w Z LL w p U REFER TO MODULAR ~ N - a O O w < MANUFACTURE DRAWIN55 Q ¢ O PORTICO ROOF. REFER TO SECTIONS i 11:........ GABLE END SIDING AS I..`_ t ( I::C....... SELECTED BY OWNER - _._.................................................... ~ r iFEi .......................... Ii : .................................................................. I 1 ..................................._._..._..................._......................................._.............. L ......__._............................. ............. _..........__._._............. . (-- - M I i : I .............................!- I G I PERMACAS I I COL. AS I mm �! C... t ... . ..... ..- . ._..._ SELECTED B ...........................__................ OWNE .........._........_._.._........ - ..............._. _.. .............................................._.... I .....................-----.................._.. ........_............................................ PLANS � SEtTIONS...... 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DRAWINGS ---- --- -- -- - ............................................ ........... ...................... .......... ............................................... .... .. .... w _..... I HB 8 G 3 f PERMAGA5T a o NEW I� ; COL. AS GUARDRAIL ' ! SELECTED BY AS SLECTED OWNER BY OWNER ._ PORTICO DECK I —in REFER TO DECK C�� DECK PLANS t SECTIONS 04 REFER TO DECK PLANS E +24' FIN. let FLOOR -SECTIONS- w -r4" `y * ,• --- I I I I l I I I I I I I 4 CONCRETE SLAB ATRSTTE-7EPS i I I I I I SLAB AT STEPS AT GRADE I I - I LINE OF STEP I I I I L I AT GRADE L J - - � L FOOTING I I I ( 12114, x 36"d POST I I I I 12"0 x 36"d POST FTG'S (TYP) - - - - -� I I I I FTG'S (TYP) W a Ld EW FOUNDATIONS t FOOTINGS o REFER TO FOUNDATION PLAN wZ x EASE" ELEVATION DATE SC ALE: 1/4" = 11-0 11 APRIL 2,2019 SCALE AS NOTED DRAWING ARCHITECT'S CERTIFICATION A-2 THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, 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 4 I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. w Z H N O1.- IWI-- Lu Q W LU>=W ~W F_— �`J`-OZ � : ZW o �n <O� = 3U } J W U w o� Q 0ZQO �= W W U U¢z Q z sQ�oe rJ aoz5a0Q � OQ LLQ LLL F W_ aUw > QLL O Z Z m O LL C� -nO-' � x00 _. 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' YU1N U w a REFER To DECK +24' FIN. 1st FLOO PLANS E SECTIONS ---------- ......... ........ ................... . ._................ -- i.... _ ...----..._......................_. _..---..._... ^ ___ 4" CONCRETE 5LA5 AT STEPS I I I I I I I H - ---- -- - --- - - -- - - - - -- ---- ---- - AT GRADE I I I L J L L I ��- T LINE OF STEP 12"0 x 36"d POST FOOTING: FTG'S (TYP) NEW FOUNDATIONS 4 FOOTINGS REFER TO FOUNDATION PLAN 50UTH ELEVATION SCALE: 1/4 11 = 1'-oll z O Q W \ f PORTICO ROOF. REFER TO SECTIONS `� REAR PORTICO. 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I PORTICO DECK REFER TO DECKso PLANS t SECTIONS +24' FIN. let FLOOR W I O — — - — —- e — I S'iCsl' S� CONCRETE5LAB AT STEPS T GRADE II - `" - - - -- - ----- -- --- -- - - - - - - -- -- --� II � — — — —— — — — —— — — — ——— — — — — — — —————— — I — — — o 12110 x 36"d POSTL LINE OF STEP I LINE OF STEP FOOTING — — — W a FTG'S (TYP) I FOOTING BEYOND w - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -I ~ � - - - - - - - - - - - - - -- �� -- - - - - - - - - - - - - - - - - - - - - � Q NEW FOUNDATIONS t FOOTINGS REFER TO FOUNDATION PLAN wZ WEST ELEVATION F cJ' c ALE: 1/411 = 11-oil DATE APRIL 2,2019 SCALE AS NOTED DRAWING ARCHITECT'S CERTIFIICATION A-3 THIS ARCHITECT CERTIFIES THAT TO THE BEST SOF HIS KNOWLEDGE, INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH OF APPLICABLE REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL A CODE OF NEW YORK STATE&2017 UNIFORM CODE SUPPLEMENT,THE 2015 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2015 I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. w ZyZ wQww >. wOwG_ Q wu� ......................__...............----._._._......_.._................._............ ...._....---..-..................._.........-_......_._..._.... ._....................... 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I- C UEC< SECTION 5 FORT ICO SECTION O �,- SCALE: 1441 = 1'-011 , - SCALE: 144" WZ DATE APRIL 2,2019 SCALE AS NOTED DRAWING ARCHITECT'S CERTIFICATION A-4 THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, 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 4 I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE.