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HomeMy WebLinkAbout43536-Z F OF lrc® Town of Southold 6/18/2020 g P.O.Box 1179 o co 53095 Main Rd Oy'jo� �o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41194 Date: 6/18/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 13595 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 54.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2019 pursuant to which Building Permit No. 43536 dated 3/7/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with two landings as applied for. (Modular) The certificate is issued to Alexandra Hoyte-Burke of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0013 12/13/2019 ELECTRICAL CERTIFICATE NO. 43536 8/26/2019 PLUMBERS CERTIFICATION DATED 1/27/2020 and MaKrom A t ed Signature a�g��nc,r�pG� TOWN OF SOUTHOLD �� BUILDING DEPARTMENT cnTOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43536 Date: 3/7/2019 Permission is hereby granted to: Lot 13 Northwood LLC 8 S Idaho St Ste C Dillon, MT 59725 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 13595 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 54.-2-4 Pursuant to application dated 3/1/2019 and approved by the Building Inspector. To expire on 9/5/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $833.60 CO -NEW DWELLING $50.00 Total: $883.60 Buildi InsRaetb r 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. GL/P J New Construction: ` Old or Pre-existing Building: (check one) �] Location of Property: e3,59 5 I't w Aoc House No. Street Hamlet Owner or Owners of Property: L pA— �2) STI�'1 ooJ , 1,C, Suffolk County�Tax Map No 1000, Section 1� i- Block � Lot �- Subdivision 1V() STS TQ S Filed Map. Lot: Permit No. ✓ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p ignature 5 ®F SOU�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 ®lyc®UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexandra Hoyt-Burke Address: 13595 Soundview Ave city:Southold st: NY zip: 11971 Budding Permit#: 43536 Section- 54 Block 2 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: VanBinsbergen Electric License No: 2783-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 5 Twist Lock Exit Fixtures Combo SD/CO 1 Other Equipment. Notes "Modular" 19-71184 15745 ABCD Inspector Signature: Date: August 26, 2019 S. Devlin-Cert Electrical Compliance Form As 8 ��°F SQ�Tyo ,moo to Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 coo P.O.Box 1179 Southold,NY 11971-0959 0 �y�OUNTY,e1� j BUILDING DEPARTMENT 3` TOWN OF SOUTHOLD JUN 1 5 2020 i CERTIFICATION x i i Date: hc)D Building Permit No. Owner: he; cU_ IAr 1�0 (Please print) Plumber: �4kmav'A (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of I% lead. f r (Plumbers Signature) 1 Sworn to ' Tr y 0 , 20�)-O Notary Public,eAo �- County l I I i RICHARD J LANGHAAR { NOTARY PUBLIC-STATE OF NEW YORK No.O1LA6373339 Qualified in Suffolk County My Commission Expires 04-09 ^ { FSo 0 Uly�6 TOWN OF SOUTHOLD BUILDING DEPT. °`ycourme�'' 765-1802 IN -- E [ ] FOUNDATION IST N� [ ] 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 [ ] CAULqol KI G REMARKS: O ` DATE cS INSPECTOR �t3s�3� OP SO /Z * TOWN OF SOUTHOLD BUILDING DEPT. `ycouHn,��' 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 3 G INSPECTOR OF so # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [/3FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: �+ ,kqolw l� 0 , jo DATE O INSPECTOR O�aOF 5001yo '75-7� 6 # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) p 0VJ,4 Z1 [ ] CODE VIOLATION [' ] CAULKING , - V lGV10" REMARKS: DATE INSPECTOR souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. 1 Comm, 765-1802 INSPECTION [ ` ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND =LATIOWCAULKING— tV'. FRAMING /STRAPPING L mr(A (W— ` [ ` ] -FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O s. REMARKS_ : RV�AA� 4 4,eoA S-lk q4k4, DATE R7 A INSPECTOR avk 1 ��OE OUTho * # TOWN OF.SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [• ] SULATION/CAULKING- [ ] FRAMING /STRAPPING [ FINAL gel- ll) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1\�b -1 Y� A�We yl fn&", ep a Si �7f'o ( bot, too DATE Y INSPECTORAAL �3s�3� a0F SOUTy \, how o� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 : INSPECTION [ ] FOUNDATION 1ST j ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 LATIOWCAUL•KING' [ ] FRAMING /STRAPPING [ FINAL a A4Z.- "FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATEINSPECTOR I T'Y` _ sS0o.&6o,-,na, 1=NIFPIGY STs Phone: (570)490-3928 Email: pete o,tals-fishing com DATE: 10/6/2019 TEST# 10062019131 2016 NYECCC Duct Leakage Testing Compliance Letter 1.` } Contractor: « HAMPTON MODULAR Home AddressTested: e� 13595 Soundview Ave outhhold, Suffolk County New York ®® onditioned floor area(cfa): 792 sgft i Test(s)Performed: Duct Leakage Test Configuration: Post Construction, Total Leakage 2°d Floor Unit/ducts located in attic. CFM25= CFMz5/100 sqft of cfa= 3.99 CFM25 total=31.61 Result: PASS Maximum allowable leakage = 32 cfm25 or 4 cfm2s400sgL1 cfa Exceeds code minimuin by <1 %. Initial: PW 2016 NYECCC Maximum allowable duct NYECCC Maximum allowable duct leakageper 100 s ft of area served..100 sof area served... Post Construction Test: 4cfin total leakage. Rough-in Test: 3cfin total leakage without air handler or 4cfin total leakage with air handler. Signature confirms the validity of the above test results. /J Attention Building Inspectors: X -I Please do not hesitate to call to confirm that this test was Pete Vargo completed by a certified, third RESNET Certified Energy Rater Rater#R0103 party, independent, professional BPI QCI Certified Professional and to verify TEST # and results. BPI Multi-Family Building Analyst Certified Professional Building Performance Consultant (570) 490-3928 —Pete Vargo PHIUS+Certified RaterNerifier it Leakage Test Report In compliance with ASTM E-779-10 &6on, -S,C- Dr.. , F s' L J z Nu-Tech Energy Solutions 570-490-3923 Building Address: 13595 Soundview ave Southhold,Suffolk New York USA Performed for: Hampton Modular Performed by: Tet2l- vx- Test date: 2019-09-30 Associated Test file: ASTM 2019-09-301822 Report Number: Unique Property ID Number: Page 1 of 10 10/7/2019 C:\Users\Owner\Documents\Retrotec\Reports\ASTM 2019-09-301822[2019-10-07 2014].docx Summary detached house IIrec FanTestic version:5.11.46 licensed to:Nu-Tech Energy Solutions Test date:2019-09-30 By: Customer: Building Lot Number: Building address: 13595 Soundview ave Southhold,Suffolk New York USA Building and Test Information Test file name: ASTM 2019-09-301822 Building volume [cu ft]: 22,176 Envelope Area [sq ft]: 3,192 Floor Area [sq ft]: 2,376 Building Height(from ground to top) [ft]: 20 Results CFM at 50 Pa: 930.50 Leakage Area (EgLA) [sq in]: 62.6 Leakage Area (EfLA) [sq in]: Air Changes per hour ACH50: 2.52 Compliance PASS Ireta, l/atgo Page 2 of 10 10/7/2019 C:\Users\Owner\Documents\Retrotec\Reports\ASTM 2019-09-301822[2019-10-07 2014].docx • • • • • • ._ y _ -------------- 'FOUNDATION , ROUGH ENERGYPLUMBING INSULATION PER N.Y-. STATE .D F @,Ii , .� ,im •m 2��-M. ro.,*� to WII & MEW �qa-COMMENTS , , � � �/ _.. : E3 ■ .., / . - 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) 765-1802 Planning Board approval FAX: 631 765-9502 2 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,201� t6: --_n Disapproved a/c ® Phone �— Expiration 20 FEB 2 b 2019 B Spector LI Z, TOWN OF SOU Y UO"I'_ APPLICATION FOR BUILDING PERMIT Date �6"OI C �PY�,20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings 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. £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 ' as herein described. The applicant agrees to comply'with all applicable laws,ordinances,building code, !!!co"e, d regiulAipns,and to admit authorized inspectors on premises and in building for necessary inspection afore or name i rporation) (Mailing address o applicant) State wheth r applic t is owner, lessee,agent,architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer)- Builders License No. Plumbers License No. M P_ Electricians License No. z EOther Trade's License No. den O 1. LoS,at n of land on which roposed w k will be done AO) 1 a 4 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision �� WO �����_Filed Map No.DG r?7 Lot 2. State existing use and occupancy of pr mises apid intend d use and occupancy o proposed construction: a. Existing use and occupancy cap - v� b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work `jD� `, Q() o()(0 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each-type of use. Dimensions of existing structures, if any:Fro - -_Rear - Depth Height - dumber of Stork's 's / Dimensions of same structure with alterations or additions: Front_ Rear _ Depth Height Number of Stories 8. Dimensions of elitire new construction:Front Rear ! Depth / Height �- /r(,'" Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase 1 �' Name of Former Owner Hol 60 J0 t 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 Will excess fill be removed from premises?YES NO' ekoNAx �14.Names of Owner of remisJJ Address tJ Phone No. Name of Architect Address or Phone No a — Name of Contractor �v► ova o G�Lk-C..Addres 0. n r -,6 Phone No. - oy �Ca tin ova OT 119 15 a.Is this property within 100 feet of a tidal wetland or a freshwa er wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on su ey. 18.Are there any covenants and restrictions with respect to this property? * YES NO *IF YES,PROVIDE A COPY. JONATHAN P SIRKIN STATE OF NEW YORK) Notary Public,State of New York No.01 S 16193382 SS: Qualified in New York County COUNTY OFSi446r, Commission Expires Sept. 15,2011x6 (, OIJ Lll 0)4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, (S)He is the Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of r 20 otary --- f Applicant ysFF CZ BUILDING DEPARTMENT- Electrical Inspector �99 UT OLD TOWN OF SO H 1 5 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 • SIA Southold, New York 11971-0959 X01 qn_+4 ;Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(aD,town.southold.ny.us ® Rpm APPLICATION FOR ELECTRICAL INSPECTION Fcompany ED BY: ® cn s aCV'N 1 r�s Date: � /s� /q Name: Name: License No.: email: d v� � c .mac � o ch i�� � Address: c) k L 31 Phone No.: JOB SITE INFORMATION: (All Information Required) Mame: � X\ Address: 13 I e 5 S CJ- cin v-�2 C�C1� SCS 6 Cross Street: Phone No.: Bidg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: -Final-Is job ready for inspection?: YES / 0RaU9h=tlr�-�--� Do you need aTemp Certificate?: Y NO Issued On 01� Temp Information: (AII information required) Service Size 1 P 3 Ph Size: 2_ ad A # Meters f Old Meter# fNew Servi Fire Reconnect- Flood Reconnect- Service Reconnected - UndergroundCOerhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 132-Request for Inspection Form.xls \� Scott A. Russell °Su p STORIM[W ATEIK 1\\4A\\NAG1EM1ENT SUPERVISOR � a M[A SOUTHOLDTOWNHAIL-P.O.Box 1179 06, Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 0-11 .ECD, (TO BE COMPLETED BY THE APPLICANT D DOES THIS PPOJECT INVOLVE ANY OF THE 28 �Q19 (CHECK ALL THAT APPLY) - Yes o 1 aring, grubbing, grading or stripping of land which a_rf&Lelar_e ❑UL ean 5,000 square feet of ground surface. To"ojF . E�;xcavation or filling involving more than 200 cubic yards of material ithin any parcel or any contiguous area. ❑ ; Si preparation on slopes which exceed 10 feet vertical rise to 0 feet of horizontal distance. El . Sit preparation within 100 feet of wetlands, beach, bluff or coastal rosion hazard area. ❑ /oyVIRM ite reparation within the one-hundred-year f loodplain as depicted Map of any watercourse. F nstallation of new or resurfaced impervious surfaces of 1,Q00 square f eet 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! Cbapter 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 wiff your Building Permit Application. S.C.T.M. 1000 Date APPLICA (Property Owner,Design Professional.Agent,Contractor.Other) District NAME- ICJ" ' ✓ e B� Lot FOR BUILDING DEPARTMENT USE ONLY Contact Informatlon n. v"ma,t Reviewed By: - - - - - - - - - - - - - - - - Date: a���—� � _ Property Address /Location of Construction Work: — Approved for processing Building Permit. b1 ® 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 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ® 0,0 I rt U� ¢'Y2, Stormwater Management Control Plan CHECK LIST AME: ec on ock Lot �z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. * The applicant must provide a Complete Explanation and/or Reason for not providing 1 all Information that has been Required by the following Checklist Ignal Telephone N�mhe, 1. A Site Pla drawn to scale Not Less that 60'to the inch MUST YES N NA If You•answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Papel. a. Location &Description of,Property Boundaries b. Total Site Acreage. ' c. Existing-Natural & Man Made-Features within 500 L.F. l._:a of the Site Boundary as required by§236-17(c)(2). SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall Include but not be limited to: e. Limits of Clearing& Area of Proposed Land Disturbance. A well maintained f. Existing& Proposed Contours of the Site (Minimum 2•Intervals) E01=11=1 Wire Backed Silt Eencing, stabilizationA g. Location of all existing & proposed structures,roads, }T. driveways, sidewalks, drainage improvements&utilities. ` - 1 h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. I.. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). DRAINAGE INSP M.Location of all proposed erosion&sediment control measures. Contact TOS 2. Stormwater Management Control Plan must include Calculations showing Bacltfil before that the Stormwater improvements are sized to capture,store,and Infiltrate t e I icatlOn on-site the run-off from all impervious surfaces generated by a two(2'9 inch 0� IC)Sta ed to Code. 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. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) ****F:EGIN]EER;1EPAjRTNT USE ONLY**** l Additional Information is Required. Reviel ® Stormwater Management Control Plan is Not Complete. Approj — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: FORM # SW P heck List-TOS MAY 2014 4 Town Hall Annex, '• Telephone(631)765-1802 54375 Main Road ti Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 %Ao _ BUILDING-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE"CONSTRUC'TION.PRE-ENGINE_ERET : WOOD CONSTRUCTIONANWOR TIMBER CONSTRUCTION Dater U <_4— Owner: oT � OSS �1oa L- C I 1 s Location of Property:,._- FZ9 O G Please take Pe that the (check applicable line): New commercial or residential-structure Addition to existing commercial or residential structure i Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize f (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof frami ; Floor Signature:'. Name (person submitting this form): Capacity(check applicable line): wner Owner representative TrussReg15.docx Effective 1/1/2015 611 .D 14 MIETE R -- REFLECTIVE WktlTE REFLECTIVE RED , PANTONE #187 s ` Y I - i r~ i II .E 1/211 'STI The construction type designation shall be ig7g glpy� «lll" «IVllor ifiv„ to indicate the construction classification of the structure under DESt:+G ►"TI:D; l' C 'R, TRJTURfA;L, section 602 of the BCNYS C611iiPONEI�'TS THAT' ARE OF TRU°S$ TYPE, CONSTRUCTION r «F!! FLOOR FRAMING, INCLUDING ■ !! GIRDERS AND BEAMS l Lifer!! 1� ROOF FRAMING f_ "FRP FLOOR AND ROOF FRAMING STANDARDS AND CODES ' F PLOT PLAN OF PAGE 1 OF 2 LOT 13 MAP OF NORTHWOOD ESTATES G�SSeOO� ,1N 01 54.8 DRAINAGE INSPECTIONS ARE REQUIRED FILE No. 5675 FILED FEBRUARY 17, 1972 101)" o Apt Contact TOS Engineering at 765-1560 before SITUATE Gg2 Backfill, OR Provide Engineer's Certification SOUTHOLD that the drainage has been installed to Co WEL° DWELLING 150' '� o,�tio g de. TOWN OF SOUTHOLD o NX ti SUFFOLK COUNTY, NEW YORK EXISTING S.C. TAX No. 1000-54-02-04 rEssPOOL8 M u i sa. EROSION &SEDIMENT CONTROLS SCALE 1"-50' Shall include but not be limited to: DECEMBER 1, 2018 ►5.50" �'� A well maintained Construction Entrance, ` DWELLING N 60. 0 I ,X to,X,3. Wire Backed Silt Fencing, stabilization & AREA = 47,861 sq. ft. WELL & SEPTIC OVER 150' 1 Io NILRpp"���HyLur >�TM Seeding of exposed and/or inactive soils. 1•os9 cc. 48.5 6TZA.VFi• Y 1 10.HI TEST HOLE DATA WITH sH N y4 w DRIV)3.�PYR 1�Fq'Ea (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 9, 2001) 2y� ���— --____.;:-:. I NOTES: EL 48.5' A01 RK BROWN.SANDY LOAM OL -- - -- - ------ - — - -— - 1 -- - - - M - ---- __ - - -- - - - _ ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM D -- EXISTING ELEVATIONS ARE SHOWN THUS:)XX 1. NO WELLS WITHIN 150' _ m1I)' 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. _ 1 TANK; 8' DIA 4' LIQUID DEPTH BROWN LOAMY SAND SM 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. oe0 1 2 1 POOL. 12' DEEP, 8' dia. 4' Q PROPOSED EXPANSION POOL BROWN FINE TO COARSE SAND F, N. 1 p to WITH MIXED GRAVEL SW �p �� g/. Srj/C •Q� �/ 141�0� ®PROPOSED LEACHING POOL � �i 4N�. W 1 ~NJo C�EIISSP�OL PROPOSED SEPTIC TANK BROWN CLAYEY SAND WITH MIXED GRAVE \ �Q J v 1 Jg(4 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Qj ��K 21 U)�LY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 13' S I h I 5. THERE ARE NO OPEN WATERS OR WETLANDS WITHIN 150' OF SUBJECT PROPERTY. �1J� X50, m� u I BROWN FINE TO COARSE SAND SW 1 _ EL 29.511 1 19' I DRAINAGE SYMM CALCULATIONS: W 1 g DRIVEWAY AREA: 1,300 sq. ft. ZO U 1,300 sq. ft. X 0.17 = 221 cu. it. EL 5.5'1 1 r�L 221 cu. ft. /42.2 = 5.3 vertical ft. of 8' d1a. leaching pool required 43' ROOF AREA: 792 s ft. R 792 sq. ft. X 17 = 135 cu. ft. HIGHEST EXPECTED GROUND WATER 4 135 cu. ft. /42.2 = 3.2 vartical ft. of 8' d1a. leaching pool required TEST WELL No. USGS 410356072260301 S 16780.1 Z a3 PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL R OR WITH THE MINIMUM a S ESTABLISHED O ,� TEST HOLE 48.5 _��wF11 t � S RVEE�YAN ADOPTED _ � \ - RK STATE LAND h� � W `` ` 04 ct? APPROVAL OF STORMWATER MANAGEMENT •�, ?� !0 = N CONTRO kN -T w Code r 36 ^ 667.74• PROPOSED Date: 51.5 v, S 52'03'37" W Approved by: < �� i' 196.24' t EDGE OF PAVEMENT N.Y.S. Lic. No. 50467 S O UND VIEW AVENUE I' • To'MI SURVEY ALTERATION ADDITION Nathan Taft Corwin III n J U THIS SURVEY T AONORVIOLATION DI N }, fR%HION 7209 OF THE NEW YORK STATE CA O y 0 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor -A { THE LAND SURVEYOR'S INKED SEAL OR O EMBOSSED SEAL SHALL NOT BE CONSIDERED 00 TO BE A VAUD TRUE COPY. DWELLING CERTIFICATIONS To: Stanley J. Isoksen, Jr. LS. DWELLING O r ONLY TO T HE INDICATED HEREON SHALL RUN ph gegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Jose A In r V, < IS PREPARED,AND ON HIS BEHALF 7D THErq p ;a TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout {, LENDING INSTITUTION USTED HEREON,AND a + To THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 O I TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RICHT OF WAYS OFFICES LOGI7ED AT MAILING ADDRESS • AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport. New York 11947 STORMWATER MANACEMENT NOTES: STEEL OR WOOD 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST (TYP•) 36' HIGH POLE (MAX.) DETAILS � AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO.O. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POS1J E TAI L S 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 10' MAX. O.C. SPACING A CONTINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF W/WIRE SUPPORT FENCE FLOW ( 6' MAX. O.C. SPACING - U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/O WIRE SUPPORT FENCE AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ::__1=r* — 50'MIN. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS " ==' OR TO BE SUFFICIENT TO OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL FLOWKEEP sEDIMIM ON SITE -- DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS MAY FENCING D/oR TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE i • !- •,�ATTACH FILTER'FABRIC SECURELY � ��\• �� `� SCREEN IS REMOVED. TO UPSTREAM SIDE OF POST W 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, = \ 4' x 6'TRENCH A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL *•\ W/ COMPACTEDc BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT \ \ \ SILT FENCE DETAILS 0 -- ------ SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES Nor M SCALE H SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TRENCH DETAIL• ' NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SHALL BE REMOVED AWAY FROM THE BALES TO AN'APPROVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. HAY BN_ES AND/OR UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. , MILT FENaNc 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. PLAN VIEW 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. TYPICAL STORMWATER UNIT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS (TOPS TO BE TRAFFIC BEARING) I ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF (NOT TO SCALE) FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. CAST IRON INLET FRAME A COVER(FLOCKHART/63518 TYPE 6840) MILT FENcwcND/OR 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE FINISHED GRADE OR S"THICK REINFORCED CONIC.COVER CONSTRUCTION WMANCE BASE OF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 8'TRAFFIC BEARNG SEae T'—a' OR KY 3/4 STONE BLEND OR N. D.O.T.APPROVED R.CA IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FILL TO 1 16•MIN.ABOVE ETaasllNc FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, GRADE TO ALLOW FOR DRAINAGE WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE 7 PIPE FROM ROOF GUTTERS CROSS SECTION VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO _ _ _ _ W-o' TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING _ — - TEMPORARY CONSTRUCTION ENTRANCE PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION CRUSHED 3/4•- 1-1/2•STONE (NOT TO SCALE) AND GROWTH. ALL AROUNIS 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER LEACHING RINGS THAN 1 SQUARE FOOT IN SIZE. REINFORCED PRECAST CONC. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 3'-0' 4000 PST 0 28 DAYS SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF (min.) 4• (mT^•) OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 717—V GROUND WATER DRAINAGE INSPECTIO Contact TOS NS ARE REQUIRED TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AARREA CHOSEN FOR STOCKPILING OPERATIONS Engineering at 765- REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. Backfill, OR Provide X560 before � TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. that the Engineer's Certification ' '7 VEGETATIVE COVER. MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH drains PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT drainage has been installed �� , STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH to Code. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS STABILIZE ENTIRE PILE 1 EROSION&SEDIMENT CONTROLS WITH VEGETATION OR COVER >Y •%Y >Y �Y >Y qY r T Shall include but not be limited to: A well maintained Construction Entrance, 't' �' '`' �' �' �`' Wire Backed Silt Fencing, stabilization & ! N.Y.S. tic. No. 50467 W W Seeding of exposed and/or inactive soils. �' 'I" Nathan aft Corwin 111 Land Surveyor APPROVAL OF STORMWATER MANAGEMENT rfROL Xy: TO Successor To: Stanley J. Isaksen, Jr. L.S. Cod r 36 Joseph A Ingegno L.S. y STRAW BALES OR SILT FENCE SOIL STOCKPILE Date: Title Surveys - Subdivisions - Site Plans - Construction Layout' (NOT TO SCALE) I Approv d PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I i j PLOT PLAN OF } LOT 13 i MAP OF o(sse 11k�; 54.8 t--ry- _ '• ,t_ DEPART!, _ Wp� (� 0.98 5 n f�+ NORTHWOOD ESTATES , r t3 e"L i3 f��.'a I.s'.�.6d ILL fir i sr'a l�A 'OSS' HL ALTI7 ..S IER�G'ICES p FILE No. 5675 FILED FEBRUARY 17, 1972 I or �'LI'1'�:LS`dAL or, CONSTR�lCTION' ;tll2e� SITUATE SOUTHOLD DWELLING 0 ,v :Iv` °� �+ "i '� I:Ei`fC3EIVCE O� Io WELL OVER 150' -1 N-9 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o 'JAN � 0 209 cEsso ops @� _ i- '�° '�C° s c S.C. TAX No. 1000-54-02-04 M 52.3 so, "=40' LU C� N ��i''=`;`""D DECEMBER SCALE I 1, 018 �� X615,50 FCa MIAXI 157 OF IrDli®L'11o�' CO DWELLING N 6010 ' j EXPIRES f$-10RE YEARS °�'-° ,0M DA7E OF APPROVAL AREA = 47,861 sq. ft. p> � WELL & SEPTIC OVER 150' / 1.099 ac. Ij 9 t 1 �4' Y o /% 1 TEST HOLE DATA C ® �' / 15' ,�� N ��a (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 9, 2001) NOTES: EL. 48.5' 0' 43„Z,1 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM DARK BROWN SANDY LOAM OL 0 EXISTING ELEVATIONS ARE SHOWN THUS:_2ZX 1. NO WELLS WITHIN 15 I 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. m 11 TANK: 8' DIA. 4' LIQUID DEPTH BROWN LOAMY SAND SM 2¢ 1 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq H SIDEWALL AREA. 1 POOL, 12' DEEP, 8' d1a. 4' PROPOSED EXPANSION POOL BROWN FINE TO COARSE SAND WITH MIXED GRAVEL SW hZ W 01 .. v 3 Q 0IO' �� ®PROPOSED LEACHING POOL g' 1EX STING \p\�p��, ��� v > CE POOL ®PROPOSED SEPTIC TANK BROWN CLAYEY SAND WITH MIXED GRAVEL ryV6IC W I 4 OBSERVATIONS AND/OR ATA OBTAINED FROM SHOWNTHE LOCATION OF WELLS AND CESSPOOLS HEREON ARE FROM FIELD OT 13' =I S. THERE ARE NO OPEN WATERS OR WETLANDS WITHIN 150' OF SUBJECT PROPERTY. BROWN FINE TO COARSE SAND SW EL 29.5' 19' DRAINAGE SYSTEM CALCULATIONS: _d k W �'; r' r DRIVEWAY AREA: 1,300 s ft. 1,300 sq. ff. X 0.17= 221 cu. ft. 221 cu. ft. / 42.2 = 5.3 vertical ft. of 8' dla. leaching pool required EL 5.5' 43' 1 c %•• [,rte' •�' �j J s uF PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL WITH OPEN GRATE HIGHEST EXPECTED GROUND WATER ROOF AREA: 792 sq. it. 792 sq, ft. X 0.17 = 135 cu. ft. TEST WELL No. USGS 410356072260301 S 16780.1 135 cu. ft. / 42.2 = 3.2 vertical ft. of B' dia. leaching pool required X11 i PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL '•• w�'�g"` m � WELL NG LEAR ARDSIAR' DANCIE��yV-W�ITH� THEESTANBILLIUM ISHED O = O E L1�PRO ED�AND ADOPTED TEST-_HQLE 48.5 aW - oORfSUo(gnor A ®� ATE LAND «Tr r ss 587.74 PROPOSED p P' ,5 za t fir,d 43.5 WELL 51.5 f £-y; v., %•v r i.t P`t E, e'€ti_^.�i_u�i a.I'Y.L'o ej _ !' -hF-SLI S 52'03'37" W e ad '` '• t., t� .^ s' [ n... °� �° t+ d 196.24' ct i �1,dt ' a1�yd 3C , <;6 1 r S 0 J EDGE OF PMEAIEM >11�� " N.Y.S. Lic. No. 50467 a ter. ND VIEW AVENUE -•.-•v.a....,., �_, �- UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III y G TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ' EDUCATION LAW. 0 p N 0 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor En THE LAND SURVEYOR'S INKED SEAL OR A EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DWELLING A r CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. r DWELLING < � ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. y m IS PREPARED,AND ON HIS BEHALF TO THE p TITTLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION US ILD HEREON,AND N TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631727-2090 Fax (631)727-1727 TUnON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i I SURVEY OF li�g 1�a LOT 13 'A? o��� MAP OF OL OSSQOpY. 1No, 54.8 NORTHWOOD ESTATES GF FILE No. 5675 FILED FEBRUARY 17, 1972 y 100 SITUA TE o 0 11T �� 06 SOUTHOLD WELLD OVER 150' ,��° M TOWN OF SOUTHOLD ,No NX�'° U+' �(t b SUFFOLK COUNTY, NEW YORK EXISTING S.C. TAX No. 1000-54-02-04 CESSPOOLS 52.3 ®� SCALE 1"=50' DECEMBER 1, 2018 MARCH 28, 2019 FOUNDATION LOCATION 15'S0" DWELLING N 3 60.10" AREA = 47,861 sq. ft. WELL & SEPTIC OVER 150' \ 1.099 ac. \ 46.5 46.3 45.7 TEST HOLE DATA 45.6 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 9, 2001) \ 24,0. 43 EL 48.5' 0' ^ 3' DARK BROWN SANDY LOAM OL � O BROWN LOAMY SAND SM O 43.9 \\ ?4.0. N 46.4 4' BROWN WITH MIXED FINE GRAVEL TO COARSW SE SAND AD �0� 45.81 9. O 4� 42.2 J2 EXISTING (� ,o� w z CESSPOOL AR 2 g 2019 BROWN CLAYEY SAND WITH MIXED GRAVEL U O 45.1 �p Op OJ= v 3 BROWN FlNE TO COARSE SAND SW 4 _ _ `'ie`•, EL 29.5'119' W 10WN OF Z w EL. 5.5' —L 43' HIGHEST EXPECTED GROUND WATER vTEST WELL No. USGS 410356072260301 S 15780.1 ZI ,3 PREPARED IN ACCDRDMCF-WITH THE MINIMUM 57TW�NC BLISNED BY THERDS p OPTED O ,oma AN FOR SE S. EIN STATE LAND R .TEST HOLEO,, 41 TITLE CCO tA e- 0 2 N 587.74' p NOTES; -4M M 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM Y✓ 51.5 EXISTING ELEVATIONS ARE SHOWN THUS:.2Z,X 196.24' mcE PAvorENr �kifi� /r N.Y.S. Lic. No. 50467 SOUND VIEW AVENUE >s , TOUNALMiORrZEDSURVEY ALTERATION TI ADDITION Nathan Ta- - =��orwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE C EDUCTION LAW. Surveyor COPIES OF THIS SURVEY MAP NOT BEARING S Land THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SWILL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DWELLING CERTIFICATIONS INDICATED HEREON SHALL.RUN Successor To: Stanley J. Isaksen, Jr. L.S. DWELLING ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 ' TUnON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SVFF()i_rz COUNTY DEPARTMENT OF HEALTH SERVICES SURVEY OF ARP+ROvii i-OF CONSTRUCTED WORKS FOR LOT 13 ik vIi�GLE FAMILY RESIDENCE MAP OF Date DEC 1 3 H.S.Ref.N®, d 0 , 19 -06 o5 N O R T H W O O D ESTATES The sewage disposal and water supply fadofts at this t��®n have bmn FILE No. 5675 FILED FEBRUARY 17, 1972 Inspected actoryOra�rtitisd�ythls�pa cFOther agencies i f ndto �tisiacBAry ®R A 66�UMr BEDROOWA. SITUATE SOUTHOLD Craig Knepper, P.E., Chief TOWN OF SOUTHOLD Office of Wastewater Management SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-54-02-04 SCALE 1 "=40' DECEMBER 1 , 2018 MARCH 28, 2019 FOUNDATION LOCATION NOVEMBER 16, 2019 FINAL SURVEY ° AREA = 47,861 sq. ff. 1 .099 ac. ° a ocE OF x 7'E. WELL & SEPTIC SYSTEM TIE MEASUREMENTS o ro! °f °�� cue 0) HOUSE HOUSE a HOUSE CORNER EA CORNER EB CORNER© SEPTIC TANK 18.6' O �'O COVER N O o.s'EE 38' LEACHING POOL 55' 29.8• COVER O lv d r a M WELL 157' 148.5' N 2 \ a • o 60.10 GUY � WIRE p E MON a /�1�PA 26 \� CAD a y ° `w � BLUESTONE DRNEWAY,1' /+WN a 7a ORNC W 0 L 1�I ° Wod ® 0 O 6r a' 4Pog Z4.4' W LL: 4 d —43.0 _ 3 O W C TPA Scj/n . 14NKCLP "'3 r i Q Jy fMn�AR 1 • N? "� Cf � riw B 2 4' kS a 4 � / • S O�NA/C DICE S EXISTING \ O��O n g ( CESSPOOL ��/ EDGE OF CLEARING FENCE O `J 4.0'W, O / w e E Cti o O / A I W / 40 ° O g m 41iS- C 7 / y j O g UPOLE W �wEu NG POLE . G a O O = q n g N / 0 587.74' WELL M /O4 WELL STONEOMON. 8.2'e •/� `S 52'03937" W o.1 ce ° 4 ° 3�'"- a 196.24' CONC. MON. G c° ° EDGE OF PAVEMENT ' a °a 3 I 0 AP ° d°a a ° SOUND a AVE ° 4° 0I PREPARED I CCORDANCEE WIITSH THE MINIMUM VIEW L' ° STANDARD +sR9I PROVED ANDDAADDOPPTED _ NUE jo CORS H°lfSEnBY$Y a�J YO STATE LAND sOCIATIO . s .. 1 "AiFr O 0 3r 'T - 2 3 A N.Y.S. Lim. No. 50467 TOUSNnnONo THISSRVEY IS AAVIIOaON OFNatha 'afi Corwin III SECTION 7209 OF THE NEW YORK STATE - C EDUCATION LAW. CLand Surveyor • COPIESPIES OF THIS SURVEY MAP NUT BEARING S THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CCRTIFIcKnONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 TUT10N.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 7 ® DATE(MM/DDNYYY) A�v CERTIFICATE OF LIABILITY INSURANCE 02/20/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AssuredPartners Northeast,LLC ac°Nlu E><t (518)783-8801 aC,No: (516)783-0345 8 Stanley Circle ADDRESS certs.latham@AssuredPartners.com INSURER(S)AFFORDING COVERAGE NAIC# Latham NY 12110 INSURERA: Southwest Marine&General Insurance Co. 12294 INSURED INSURER B. Hampton Modular LLC INSURER C: 33 Flying Point Road INSURER D: Ste.129 INSURER E: Southampton NY 11968 INSURER F: COVERAGES CERTIFICATE NUMBER: 19-20 Master 1 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR YE OF INSURANCEAWILILIbUtSK POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DGF TO R 100,000 CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 A Y GL2019LHB00007 01/03/2019 01/03/2020 PERSONAL&ADV INJURY $ 11000,000 GEN'LAGGREGATELIMITAPPLIESPER GENERALAGGREGATE $ 2,000,000 POLICY ❑jEa ❑X LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acudent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA EL FACHACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold is additional insured With regards to general liability per form CG2010 where required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 AUTHORIZED REPRESENTATIVE Southold NY 11971 -f A C 19888--2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: GL2019LHB00007 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location(s)Of Covered Operations Or Organization(s) Any person or organization whom you are required to include as Any insured location. an additional insured on this policy under a written contract or written agreement;but the written contract or written agreement must be: : 1. Currently in effect or becoming effective during the term of this policy;and 2. Executed prior to the"occurrence." Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury", "property This insurance does not apply to"bodily injury" or damage" or "personal and advertising injury" "property damage"occurring after: caused, in whole or in part, by: 1. Your acts or omissions; or - 1. All work,including materials,parts or equipment furnished in connection with such work, on the 2. The acts or omissions of those acting on your project (other than service, maintenance or behalf; repairs)to be performed by or on behalf of the in the performance of your ongoing operations for additional insured(s) at the location of the the additional insured(s) at the location(s) covered operations has been completed; or designated above. 2. That portion of "your work" out of which the However: injury or damage arises has been put to its intended use by any person or organization 1. The insurance afforded to such additional other than another contractor or subcontractor insured only applies to the extent permitted by engaged in performing operations for a principal law; and as a part of the same project. 2. If coverage provided to the additional insured is C. With respect to the insurance afforded to these required by a contract or agreement, the additional insureds, the following is added to insurance afforded to such additional insured Section III—Limits Of Insurance: will not be broader than that which you are required by the contract or agreement to provide If coverage provided to the additional insured is for such additional insured. required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or CG 20 10 04 13 Copyright, Insurance Services Office, Inc.,2012 Page 1 of 2 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 10 04 13 Copyright, Insurance Services Office, Inc.,2012 Page 2 of 2 Certificate of Attestation of Exemption from New York State Workers' Compensation and/or JDisability and Paid Family Leave Benefits Insurance Coverage g,y,OR "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Hampton Modular LLC From:Town of Southold 33 Flying Point Rd Ste 129 Southampton,NY 11968-5280 PHONE:631-204-6272 FEIN:XXXXX9484 The location of where work will be performed is 13595 Soundview Avenue,Southold,NY 11971. Estimated dates necessary to complete work associated with the building permit arefrom February 19,2019 to December 31,2019. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The applicant is NOT applying for a workers'compensation certificate of attestation of exemption and will show a separate certificate of NYS workers'compensation insurance coverage. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMELY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning, all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in' New York State. (Independent contractors are not considered to be employees under the Disability and Paid.Family Leave Benefits Law) L Jonathan Sirkin,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. 1 further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Si nature: Date: HERE g a?.., ;_°r t`x r,=Y `'Rirceived i uiibr: ;`` .; ... : m.- M;Egemrn�t14 Cert fcate::N a .�` - ,Y..7 .$.r^�,�:,i°.,4: ,m• - - r,�d,c `'.'' .�:s•°"%s J,;.,_K4,yia',•4_�r F' }^�`r: F>a` �.',,. .�,a,.nlwt`'a'. r�- n(J - .�f .k`.�.fy`/',`'F - a� :.�'T �• y..�d�' _ £..r ,.'�.7.✓}Y+r.,.rv< .i„ . �'9*" ._rr'. -� �.20 �009620`�.'.'.'.'.',K#�, ,ia r,a e °. ';�.. 4'; `>' .' yV�"r �:3 .p. }k�':,,:a�'.e, x.u - ssr,f f., , r..mow ✓^ ..�S> +..y,. ,• .:,= >:srts`; ag4 :NYS'Workej§$_ Go nsation.Board': v�.<''_.� f°.q�'iM �' :'S.,a s.�< 'n-£.,'ar>.b,,�"'u�i`�. k�. =a �y8{''<ry •;T s.,':`Y','<` "^` e °`S. �'i'. - r.'�y:`r'•y Y. 4 a'x 1 f, .. a' „, ti d<','. ,'ti:A;°,nr.�rK-.. ^v r`, -<y ' ” . ,�?x':'__ 'K' * w 4,<'f` ..YSF x:-: 5.": .}. _ -1`.r ,':�`r` 1, :4. � .-' +--2 ',1. ,��s<':�.>fa`<}-.. c r F ,Y'=-s`.s,t, fti',";� ,te,r"�.'<"x CE-200 01/2018 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D. .0 AAAAAA 471879484 VESTA DESIGN AND DEVELOPMENT LLC . PO BOX 887 NEW YORK NY 10021 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HAMPTON MODULAR LLC TOWN OF SOUTHOLD 33 FLYING POINT RD STE#129 53095 ROUTE 25 SOUTHAMPTON NY 11968 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11485518-3 519707 07/25/2018 TO 07/25/2019 2/19/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1485518-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:562752672 U-26.3 r Ip PFS•TECO PFS Corporation d/b/a PFS TECO An Employee-Owned Company CL Peck February 18,2019 Professional Building Systems,Inc. 72 East Market Street Middleburg,Pennsylvania 17842 Re: Professional Building Systems,Inc.,Middleburg,PA NYSDOS Systems Approval No. M013-2016-067 Submittal: 84030 Hoyt Residence at 13595 Soundview Ave in Southold,NY in Suffolk County Dear Mr. Peck, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question,please feel free to call this office at any time. Sincerely, John E. Baker Staff Plan Reviewer john.baker@pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr., AIA (DOS) 570384.8396 . 1115 Old Berwick Rd. • Bloornsinirg,PA 17815, FS' TECO TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON# 9 T 1 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW DOS NY.GOV July 6,2018 Mr. CL Peck Professional Building Systems 72 E. Market St. Middleburg, PA 17842 RE: NYS Modular Systems Renewal New SYSTEM APPROVAL NUMBER: M013-2016-067 (replaces M013-2015-001) Dear Mr. Peck: In reference to your written application for approval received August 17,2016,to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models designated M013-2016-067 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 July 6, 2020 unless sooner revoked, and is subject to renewal at that time.The conditions of this Systems Approval also include the following: Construction Classification: Type VA or VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B,and C Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2.2) Basic Wind Speed: 115 mph to<140 mph Vult Wind speed >140 mph will require engineered design and shall be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for notes on Windborne Debris Regions 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally,the certifying design professional shall not be in 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 July 9, 2018 under Systems number M013-2016-067." NEWWAKDepartrriert`t' STATE OF_ fate s OPPORTUNITY; O I S _ ' 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"D0, D1 & D2" • 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 } w • 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 1 st finished floor to show need for compliance with R313.5 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information •, Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Code (2015 IRC &2017 UCS-NYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available at: http://www.dos.ny.gov/DCEA/Pdf/InsigniaofAi)provalOrderFormDOS 1962.pdf. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely John R. Addario, PE- Director Division of Code Enforcement and Administration Enclosures: One (1)stamped set of pdf plans and calcs cc: Harold Raup, PFS Corporation, 1115 Old Berwick Rd, Bloomsburg, PA 17815 Page 3 of 3 i .w LOAD CALCULATION (TABLE 220-30 NEC) ON-84030 WATTS OR VOLT AMPS TOTAL AIR CONDITIONING (100%) 0 0.65 0 -0F NE(�y GENERAL ELCTRIC SPACE HEATING 0 065 0 LESS THAN FOUR SEPERATLY CONTROLED 0 0.65 0 ELECTRIC SPACE HEATERS m e FOUR OR MORE SEPERATLY CONTROLLED 0 0.65 0 080526 ELECTRIC SPACE HEATERS 0 '� ,9�FESSIONP *USE THE LARGE OF THE AIR CONDITIONING LOAD OR THE DIVERSEFIED DEMAND OF THE HEATING LOAD WATTS OR CIRCUIT WIRE OTHER LOADS: VOLT AMPS AMPACITY GAUGE AREA GENERAL LIGHTING (AREAx3) 1584 3 4752 20/15 12/14 SMALL APPLIANCES CIRCUITS. 3 1500 4500 20 12 LAUNDRY 0 3000 20 12 FURNACE 3000 30 10 DRYER 5000 30 10 WATER HEATER 4500 25 10 RANGE 1500 20 12 DISHWASHER 1200 20 12 GARBAGE DISPOSAL 0 20 12 BATH#1 1500 20 12 BATH#2 1500 20 12 BATH#3 0 20 12 BATH#4 0 20 12 BATH#5 0 20 12 ELEVATOR 0 30 10 SUBTOTAL 30452 FIRST 10KW OF OTHER LOADS @ 100% 10000 REMAINDER MULTIPLIER REMAINDER OF OTHER LOADS @ 40% 20452 0.4 8180.8 TOTAL CALCULATED LOAD 18181 TOTAL LOAD MULTIPLIER REQUIRED SERVICE SIZE 18181 240 76 AMPS INSTALLED PANEL SIZE 200 AMPS PG. 11 } w REScheck Software Version 4.6.5 Compliance Certificate ] VI Project ON-84030 OF Age y0 Energy Code: 2015 IECC Q� N Location: Southold, New York �� "Q Construction Construction Type: Single-family * Q Project Type: New Construction n I w Conditioned Floor Area: 1,584 ft2 m Glazing Area 16% Climate Zone: 4 (5572 HDD) A 080526 Permit Date: 90FESS`ONP�' Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SOUTHHOLD, NY 11971 HOYT PROFESSIONAL BUILDING SYSTEMS HAMPTON MODULAR 72 EAST MARKET ST PO BOX 866 MIDDLEBURG, PA 17842 SOUTH HAMPTON, NY 11968 (570)837-1424 (631)204-6272 .• e Compliance: 8.7%.Better Than Code Maximum UA: 286 Your UA: 261 Maximum SHGC: 0.40 Your SHGC. 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 792 38.0 0.0 0.025 20 Wall 1:Wood Frame, 16"o.c. 2,127 21.0 0.0 0.057 102 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 272 0.290 79 SHGC: 0.37 Door 1: Glass 48 0.330 16 SHGC: 0.36 Door 2: Glass 26 0.270 7 SHGC: 0.03 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 792 19.0 0.0 0.047 37 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. PROFESSIONAL BUILDING SYSTEMS F 2/11/2019 Name-Title Signature Date Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Pagel of 9 i REScheck Software Version 4.6.5 V I LInspection checklist JI 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. SectionPlans Verified Field Verified . # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and �❑Complies 103.2 !documentation demonstrate ❑Does Not i [PRJ]1 :energy code compliance for the 9, !building envelope.Thermal ; , `❑Not Observable : :envelope represented on t ;❑Not Applicable construction documents. i 103.1, ;Construction drawings and i❑Complies 103.2, :documentation demonstrate ; !❑Does Not 403.7 :energy code compliance for [PR3]1 :,lighting and mechanical systems. I❑Not Observable ;;Systems serving multiple r i❑Not Applicable !dwelling units must demonstrate ;compliance with the IECC } ;Commercial Provisions. : 302J,- ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 Isized per ACCA Manual S based Btu/hr : Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA i _ Manual J or other methods Cooling: 3 Btu/hr g ❑Not Observable approved by the code official. : ;❑Not Applicable ; 3 t S t t S € t I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 2 of 9 section # Foundation,Inspection Complies? Comments/Assumptions & Req.10 303.2.1 :A protective covering is installed to ;❑Complies IF411]2 ;protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below V ; ;❑Not Observable grade. ❑Not Applicable 403.9' ;Snow-and ice-melting system controls;❑Complies [FO12]2 i installed. !❑Does Not ❑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: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 3 of 9 ,Y Section # Framing-/Rough-in Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value," Value 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, I average). ❑Does Not :table for values. 402.3.3, , 402.5 ; ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 I U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not CO) ;with the NFRC test procedure or ❑Not Observable ; ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier L❑Complies [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. ❑Not Observable " ❑Not Applicable 402.4.3 i Fenestration that is not site built 10complies [FR20]1 :is listed and labeled as meeting - ❑Does Not i AAMA MDMA/CSA 101/I.S.2/A440 !E]Not Observable ; or has infiltration rates per NFRC , 400 that do not exceed code ❑Not Applicable ; limits. 4024.5 IC-rated recessed lighting fixtures ❑Complies [FRi6]z sealed at housing/interior finish ❑Does Not land labeled to indicate<2.0 cfm leakage at 75 Pa. ❑Not Observable 3 i[INot Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ _ Not ' R-6 where < 3 inches.Supply and ° Observable❑ ; i return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ifor< 3 inches in diameter. i 403.3.5 ;Building cavities are not used as ❑Complies ; [FR15]3 ;ducts or plenums. ❑Does Not " ❑Not Observable ; ❑Not Applicable , 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids 1 1 !❑Does Not 4J ;below 55 °F are insulated to >—R- IE] Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC 10Complies [FR24]1 1 piping. ❑Does Not l ; ❑Not Observable IE]Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >R-3. 1❑Does Not !�J ;❑Not Observable ❑Not Applicable 403.6, Automatic or gravity dampers are I 10complies [FR19]2 installed on all outdoor air , _° ❑Does Not intakes and exhausts. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 4 of 9 J J 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 5 of 9 ,• Section # Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 303.1 �AII installed insulation is labeled ❑Complies ; [IN13]2 jorthe installed R-values ❑Does Not provided. ❑Not Observable IE]Not Applicable 402.1.1, 1 Floor insulation R-value. ; R- R- I❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 1❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per : )❑Complies 402.2.7 "manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable I :framing cavity insulation is in ❑Not Applicable contact with the top side of (sheathing, or continuous I {insulation is installed on the :underside of floor framing and i :extends from the bottom to the "top of all perimeter floor framing i members. 402.1.1, {Wall insulation R-value. If this is a I R- I R- I❑Complies (See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E] Wood ;ElWood ❑Does Not table for values 402.2.6 (wall insulation on the wall I❑ Mass I❑ Mass (❑Not Observable [IN3]1 l exterior,the exterior insulation ❑ Steel I❑ Steel ❑Not Applicable i requirement applies(FR10). I I I I , 3 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. i❑Does Not #❑Not Observable I I❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.l® 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, ; I Steel f❑ Steel :❑Not Observable 402.2.6 ; [Fill' i ; ;❑Not Applicable I � I I 1 i i I I I I t 1 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1Blown insulation marked every ;300 ft2. Observable ❑Not Applicable 402.2.3 Vented attics with air permeable .- ❑Complies [F122]2 insulation include baffle adiaceni ❑Does Not ito soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable I 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI311 !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 tach 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 ; [FI411 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa. For rough-in ; ; Itests,verification may need to ; ;❑Not Applicable ;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 :❑Does Not ;either: Rough-in test:Total i leakage measured with a UNot Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ,the manufacturer's air handler !enclosure if installed at time of I ; ;test. Postconstruction test:Total :leakage measured with a ,pressure differential of 0.1 inch I I I 1 1 w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 �by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable iE:]Not Applicable 403.1.1 Programmable thermostatsi❑Complies [F19]2 installed for control of primary El Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [Fi10]2 on heat pumps. ❑Does Not 3❑Not Observable ❑Not Applicable 403.5.1 1 Circulating service hot water °,❑Complies [Fill 1]2 systems have automatic or �❑Does Not !accessible manual controls. ❑Not Observable ; ]EINot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions- Value Value Complies? Comments/Assumptions &.Req.lm 403:6"1 'All mechanical ventilation system y ?❑Complies [F125]2. 'fans not part of tested and listed ¢ UDoes Not HVAC equipment meet efficacy E I ;and airflow limits. �❑Not Observable ❑Not Applicable 403.2 ;Hot water boilers supplying heat ;❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not i systems have outdoor setback I, s control to lower boiler water i i❑Not Observable ; :temperature based on outdoor t �❑Not Applicable ;temperature. 403.5.1.1 ',Heated water circulation systems i ;❑Complies [FI28P "have a circulation pump.The 1,1:]Does Not ;system return pipe is a dedicated { return pipe or a cold water supply ,❑Not Observable pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are { E ?not present. Controls for i circulating hot water system € pumps start the pump with signal € ;for hot water demand within the r , ;occupancy.Controls automatically turn off the pump t 4 ;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 '.❑Complies [F12912 . comply with IEEE 515.1 or UL j t❑Does Not 515. Controls automatically ; adjust the energy input to the ; i❑Not Observable i heat tracing to maintain the ;❑Not Applicable }desired water temperature in the piping. E 403.5,2 4ater distribution systems that ;❑Comphes '. [F13012 3 have recirculation pumps that E❑Does Not ;pump water from a heated water 4 supply pipe back to the heated ;❑Not Observable :water source through acold s '❑Not Applicable ; ;water supply pipe have a demand recirculation water 'system. Pumps have controls �that manage operation of the pump and limit the temperature of the water entering the cold ;water piping to 104°F. 403.5.4 Drain water heat recovery unitst❑Complies [F13112 :tested in accordance with CSA F❑Does Not B55.1. Potable water-side ONot Observable pressure loss of drain water heat ,. ?❑Not Applicable !recovery units< 3 psi for PP individual units connected to one or two showers. Potable water- side pressure loss of drain water =heat recovery units< 2 psi for individual units connected to ?three or more showers. € 404.1 ;75%of lamps in permanent _ `;❑Comphes [FI611 fixtures or 75%of permanent 1❑Does Not = fixtures have high efficacy lamps. Does not apply to low-voltage _i❑Not Observable lighting. ;❑Not Applicable ; 9 9• 404.1,1 ;Fuel gas lighting systems have ;❑Complies ; [FI23]3 ;no continuous pilot light. ❑Does Not ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 8 of 9 Section flans.Verified Field Verified # Final Inspection.Provisions Value" Value Complies? Comments/Assumptions &.Req.ID , 401.3 'Compliance certificate posted. ;❑Complies [1'17]2 y' ]❑Does Not ❑Not Observable ' ;❑Not Applicable 303.3 !Manufacturer manuals for 1❑Complies [FI18]3 'mechanical and water heating ;❑Does Not systems have been provided. I ❑Not Observable ' i i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ON-84030 Report date: 02/11/19 Data filename: M:\80000\84030.rck Page 9 of 9 .t •t 2015 IECC Energy Efficiency i is to Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating • Window 0.29 0.37 Door 0.33 0.36 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments l. Y• PROFESSIONAL BUILDING SYSTEMS %jJ1C 1110111t.4 ,r /.4 No.29184`eA 10 ` f s�dNAL �NG� 1r11r1111� 10/17/16 SECTION 6 20, 30&40 psf GROUND SNOW FOLDING TRUSSES w/CONNECTIONS& LOAD SUMMARIES TR5-27-6 w/EXAMPLE P1 -P22 TR5-31-6 P23-P31 TR7-27-6 P32-P40 TR7-31-6 P41 -P49 TR9-27-6 OF mew r P50-P58 TR9-31-6 ,`�i 5E y P59-P67 TR12-27-6 R,d� P68-P76 TR12-31-6 I <O 4C P77-P86 tp� W °• * * IEA ♦°•. �O t7 751 ty�' 2 906100 06/09/16 . 0 eaeruroor ,`,,��ti�1u�t►rttg1�� °•oi�C 1'••.• o 43 •y es I eph1B3 to x Fye 0 10/07/15 .� - m: ic. No.035286 ® 11879 �� 584 ��.'`�,, .> �r�i, �v ,[�a• CifNE °•`0 O\ r� �•�• •••tel' \\\` L `;~r~'~ 3 • ��d: r.rP �e�� ,''��� utrig�P` `�```\` 06/10/15 '•r _ 0 .ten• �'0 +�lO f sw t{•�� ••%�` PFSi APPROVED '�'��•l�;K 1J,11 L•• DATE 3/29/17 "Professional Certification I hereby certify that these documents were prepared or PFS CORPORATION P\2015\15013AMANUAUNDEXxiS approved by me and that I am a duly licensed professional engineer under the laws Bloomsburg,PA of the State of Maryland" License No 33421 Expiration Date 7/16/16 r TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS 2'-3j- 13 14 1112 1516 s'—s�• 23 4 13'-2' 10 20 21 17 9 19 22 18 1O2 3 4 O 5 6 7O8 ,3'-9" f' 27'-6" - GROUND SNOW LOAD: 20 psf 30 psf 40 psf TC DL: 10 psf *BALANCED SNOW LOAD: 204 231 30.8 psf BC DL: 10 psf TRUSS NO.:TR7-27-6 UNBALANCED SNOW LOAD: 3602 42.72 54.32 psf BC LL: 10 psf WHERE h<42" JOB NO.: 150137 OPPOSITE SIDE UNB.SNOW LOAD: 612 6.93 9 24 psf BC LL: 20 psf WHERE h g 42" PITCH:7/12 UNBALANCED SNOW LOAD-LENGTH: 4.3 5.01 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:27'-6" APPLIED MWFRS UPLIFT: 22.43 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW 16 In O C 12.74 psf LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW 16 in O C. 27.40 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW 16 In 0 C 19.21 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND. 16 In O.C. APPLIED C&C UPLIFT: 24.17 psf AT 90/117 mph FOR 120/155 mph WIND. 16 In O.C. 42.41 psf AT 120/155 mph *5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION- SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS UPLIFT C&C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6 DL+ 0.6 DL 0.6 DL+ 0. L+ 1-8 2 x 8 SPF#2 DEAD 20 psf 30 psf 40 psf 90/117 mph 120/155 mph 90/117 mph 1120/61D55mph 9-12&15-18 2 x 6 SPF#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13&14 2 x 4 SPF#2 EXTERIOR WALLI 435 1 932 1 983 1108 1 -89 1 -186 1 -174 1 -502 19-22 2 x 4 SPF#2 MATING WALLI 83 1 201 1 207 1 224 1 0 1 -8 1 -10 1 -55 23 2x6SPF#2 MAXIMUM INTERACTION&DEFLECTION: NOTES: 1 MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-10,117&155 mph(Vult)=90&120 mph(Vasd),EXP C. MAXIMUM I DEFLECTION 3.SNOW PER ASCE 7-10,20,30&40 psf GSL,Ct=1 1,Ce=1.0 1 CSI (In) l/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE BOTTOM CHORD 0.684 0.334 518 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORDI 0.767 1 0 399 502 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEBI 0 133 1 000 1 ***** PFS/APPROVED DATE 3/39/17 PFS CORPORATION BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SURE 20348 12 01 511 5 01 3 712 01 5 TRUSSES120-30-001FOLDING\TR7-27-6 RALEIGH,NC 27615 SECTION 6/pp 32 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS COMPONENT LOAD SUMMARY *CROSS SECTION IS FOR REFERENCE ONLY Q��' . APPROVED AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf DATE 7/22/15 MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf x 1375 ft/2= 6875p1f PFS CORPORATION FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 plf Bloomsburg, PA CEILING DEAD LOAD= 5 psf x 1375 ft/2= 34 38 plf LOCATION 1=EXT.WALL HEADER&EXT WALL STUD LOCATION 2=M WALL HEADER&M.WALL STUD Q LOCATION 3=PERIMETER BAND LOCATION 4=CENTER GIRDER LOCATION 5=EXT WALL HEADER&EXT WALL STUD d 4 ® Q LOCATION 6=M WALL HEADER&M.WALL STUD LOCATION 7=PERIMETER BAND © © Q LOCATION 8=CENTER GIRDER LOCATION 9=EXT.WALL HEADER&EXT WALL STUD LOCATION 10=M.WALL HEADER&M WALL STUD LOCATION 11=PERIMETER BAND 7 a a 7 LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE 0 FOUNDATION LOADS TRUSS TR7-27-6,7/12 PITCH,27'-6"WIDTH 1 11 COMPONENT LOADS fibs/ftl 2 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 1 2 1 3 1 4 5 6 1 7 1 8 1 9 10 1 11 12 DEAD LOAD 326 31 1 515 1 180 549 214 738 363 772 1 397 1 961 546 LIVE LOAD 373 120 1 648 395 648 395 923 1 670 1 923 1 670 1 1198 945 TOTAL LOAD 699 151 1 1163 575 1197 609 1661 1 1033 1 1695 1067 2159 1491 30 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 1 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 412 125 687 400 687 1 400 962 1 675 962 675 1237 950 TOTAL LOAD 738 156 1202 580 1236 614 1700 1 1038 1734 1072 2198 1496 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 1 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 738 1 363 772 1 397 961 546 LIVE LOAD 505 137 780 412 780 412 1055 687 1055 687 1330 962 TOTAL LOAD 831 168 1295 592 1329 626 1793 1050 1827 1084 2291 1508 C&C UPLIFT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 196 19 309 108 329 128 443 218 463 238 577 328 90/117 mph UPLIFT -131 -4 - - 120/155 mph UPLIFT -377 -21 -68 -48 BARLOW ENGINEERING,P C 6512 SIX FORKS RD,SUITE 203-8 P\2015\15013712015 TRUSSES\20-30-40\FOLDING\TR7-27-6 RALEIGH,NC 27615 l SECTION 6/pp 40 PROFESSIONAL BUILDING SYSTEMS `%ii,111111111 j,�i yf l� G � No.29184 q- \0\�� ` �'�iS��NAfL`ANG FS APPAR010/17/16 Nk DATE 3/29/179 PFS CORPORATION Bloomsburg, PA SECTION 16 UNIFORMLY LOADED BEAM CHARTS P1 -P137 CA �,a3se1 i i i{ai,1j \\`���\11111! stir y os ��� .�� C ii rj . Win•°•oF G i ••.• _ aQ •F..p . J cphx Barlow _ r� 584 m 1C. No. 035206 eo 11879 00 _ • �a 0 1 1 o • �N�0••°O %�4�osd®�1��+ E� .ae° A`E Q o•. J, B 11,11 O V !- LS,Fttall 1fi1jIrA „,8111 hJ1.„„iiuP",��` 06/10/15 '� '•. ,<<'i $E /•/ � ,`;��,• 'i.�3,'�.����. 3 2 906104 44 S 44 ENS W ct: V aG a �• tiJ`w ,•`�i,7� lop E . ,P .-� � �: +', �ry'`..3;��1••G'• 10/07/15 ` a� a •ti �j "Professional Certification I hereby certify that these documents were prepared or P\2015\1 501 37WANUABINDEX AS approved by me and that I am a duly licensed professional engineer under the laws 06/09/16 of the state of Maryland 6 license No 33421 Expiration Date 7 16 S6 PROFESSIONAL BUILDING SYSTEMS of C f 11�/��°° No.29184 APPROVED L k% DATE 3/29/17 10/17/16 PFS CORPORATION Bloomsburg, PA SECTION 17 UNIFORMLY LOADED STACKED BEAM CHARTS 2 x 10 SPF#2 UPPER MEMBER P1 -P138 2 x 10 SYP#2 UPPER MEMBER P139-P273 2 x 10 SP SELECT STRUCTURAL UPPER MEMBER P274-P408 15 x 9 25 LVL UPPER MEMBER P409-P643 ev /'4�r��1,e`a CA ®''d _ ��v`�'f...1 p cJd�4� �J • . QQ- .-'.. c o Barlow a o- o r - i Pdo 584 11879 m: - ic. No. 035206 • o e +''d,f,S,• ....• ^'vv,e°a 'l'r...... ^\. NEW B �. J BP to �`®F H }. �ff1f111111 1� ����/1111(11{f{11���,` 06/10/15 +s+e.•+oa+.•+ ++ VSE NTH tl, G s --:2 IG 906100 `rJpNAL E� 10NA.L ...........•• .,,fit'"t"tatt 10/07/15 06/09/16 "Professional CertFlcahen I hereby certify that these documents were prepared or approved by me and that I am a duly licensed professional engineer under the laws of the State of Maryland" Ucense No.33421 Expiration Date, 6 6 P\201W5013TMANUALUNDEX AS r. s NOTES 1 LOADS ARE UNIFORM ALONG BEAM LENGTH 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0 7 SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING 5 MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3 SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 2ND F L R EXT 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR WALL HDR AND SUPPORT STUDS 8 MIDSPAN SPLICING IS NOT ALLOWED UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12'MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plf) QUANTITY b SPAN BY LENGTH(n) (n) SPAN BY LENGTH(In) (In) SPAN BY I LENGTH(n) (n) SPAN BY LENGTH(n) (n) 2 x 4 SPF#2 700 1 23 1'-11" Lv 1062 0029 1'-11" LV 1062 0029 1'-11" Lv 1062 0029 1'-11" Lv 1062 0029 2 12 2'-9" Lb 076 0061 2'-9' Lb 076 0061 2'-9" Lb 076 0061 2'-9" Lb 076 0061 3 08 3'-4' Lb 0621 0092 3'-4' Lb 0621 0092 3'-3" Ld 0603 0082 3'-4" Lb 0621 0092 4 06 3'-10" Lb 0538 0123 3'-10" Lb 0538 0123 3'-7' Ld 0498 0091 3'-10" Lb 0538 0123 2 x 4 SYP#2 700 1 1 23 11-1. Lb 074 0 022 1 1-9" Lb 074 0 022 1 4-9" Lb 074 0 022 1 i-!)" Lb 074 0 022 2 12 2'-6' 1 Lb 0523 0043 2'-6' Lb 0523 0043 2'-6" Lb 0523 0043 2'-6" Lb 0523 0043 308 3'-1" Lb 0428 0065 3'-1" Lb 0428 0065 3'-1' Lb 0428 0065 3'-1' Lb 0428 0065 4 O6 3'-6" Lb 037 0086 3'-6" Lb 037 0086 3'-6' Lb 037 0086 3'-6" Lb 037 0086 2 x 4 HEM-FIR#2 700 1 23 1'-11" Lb 1.111 0031 1'-11" Lb 1111 0031 1'-11" Lb 1111 0031 1'-11" Lb 1111 0031 2 12 2'-8" Lb 0786 0062 2'-8" Lb 0786 0.062 2'-6' Lb 0786 0062 2'-8" Lb 0.786 0062 3 08 3'-4" Lb 0642 0094 3'-4" Lb 0642 0.094 3'-2" Ld 0618 008 3'-4" Lb 0.642 0094 4 06 3'-10" Lb 0556 0125 3'-10" Lb 0556 0125 3'-6" Ld 051 0088 3'-10" Lb 0556 0125 2 x 4 SP SELECT STIR 700 1 23 2'-3' Lv 0964 0048 2'-3" Lv 0964 0046 2'-3' Lv 0964 0048 2'-3' Lv 0.964 0048 2 12 3'-11" 1 Ld 0815 0197 3'-5" Ld 0712 0115 3'-1" Ld 0646 0078 4'-0' Lv 0.643 0226 3 08 4'-6' Ld 0622 0226 3'-11" Ld 0543 0131 3'-6" Ld 0494 0089 5'-6" Ld 0759 05 4 06 4'-11" Ld 0513 0248 4'-4" Ld 0449 0145 3'-IV Ld 0408 0098 5'-10" Ld 0612 05 15x 35 LVL 700 1 23 2'-11" Lb 0782 0.111 2'-9' Ld 0751 0094 2'-6" Ld 0682 0064 2'-11" Lb 0782 0111 2 12 4'-0" Ld 0.542 0204 3'-6' Ld 0473 0119 3'-2" Ld 043 0081 4'-1" Lb 0553 0222 3 08 4'-8' Ld 0414 0234 4'-0' Ld 0361 0136 3'-8" Ld 0328 0093 5'-1" Lb 0452 0332 4 06 5'-1" Ld 0342 0257 4'-5" Ld 0298 015 4'-0' Ld 0.271 0102 5'-10" Lb 0391 0442 2 x 6 SPF#2 700 1 37 2'-10" Lb 1572 0.036 2'-10" Lb 1572 0036 2'-10" Lb 1572 0036 2'-10" Lb 1.572 0036 2 18 4'-0" Lb 1112 0072 4'-0' Lb 1112 0072 4'-0' Lb 1112 0072 4'-0" Lb 1112 0072 3 12 4'-11" Lb 0909 0109 4'-11" Lb 0909 0109 4'-11" Lb 0909 0109 4'-11" Lb 0909 0109 4 09 5'-8" Lb 0787 0145 5'-8" Lb 0787 0145 5'-8" Ld 0784 0142 5'-8" Lb 0787 0145 2x6SYP#2 700 1 37 2'-8" Lb 1109 0028 2'-8" Lb 1109 0028 2'-8" Lb 1109 0028 2'-8" Lb 1109 0028 2 18 3'-9' Lb 0785 0056 3'-9" Lb 0785 0056 3'-9" Lb 0785 0056 3'-9" Lb 0785 0056 3 12 4'-7" Lb 0641 0084 4'-7" Lb 0641 0084 4'-7' Lb 0641 0084 4'-7" Lb 0641 0084 4 09 5'-4" Lb 0555 0112 5'-4" Lb 0555 0112 5'-4' Lb 0555 0112 5'-4" Lb 0.555 0112 2x6HEM-FIR#2 700 1 37 2'-9" Lb 1626 0037 2'-9" Lb 1626 0037 2'-9' Lb 1626 0037 2'-9" Lb 1626 0037 2 18 3'-11" Lb 115 0074 3'-11" Lb 115 0074 3'-11" Lb 115 0074 3'-11" Lb 1.15 0074 3 12 4'-10" Lb 094 011 4'-10" Lb 094 011 4'-10" Lb 0,94 011 4'-10" Lb 094 011 4 09 5'-7" Lb 0814 0147 5'-7" Lb 0814 0147 5'-6" Ld 0802 0139 5'-7" Lb 0.814 0147 2x 6 SP SELECT STIR 700 1 3.7 3'-7" Lv 1.515 0076 3'-7" Lv 1515 0076 3'-7' Lv 1515 0076 3'-7" Lv 1.515 0076 2 18 6'-2" Ld 128 031 5'-4" Ld 1119 018 4'-10' Ld 1.016 0123 6'-3" Lb 1296 0325 3 12 7'-1" Ld 0978 0354 6'-2" Ld 0854 0.206 5'-7' Ld 0.776 0141 7'-8' Lb 1059 0487 4 1 0.9 7'-9" Ld 0807 039 6'-9" Ld 0705 0227 6'-2" Ld 0641 0155 8'-3" Ld 0859 05 15x55LVL 70D 1 3.7 4'-6" Lb 1211 0164 4'-5" Ld 118 0.146 4'-0' Ld 1072 0101 4'-6' Lb 1211 0164 21.8 6'-4" Ld 0852 0.321 5'-7" Ld 0744 0187 5'-1" Ld 0676 0127 6'-5" Lb 0857 0328 3 12 7'-4" Ld 0651 0.367 6'-4" Ld 0568 0214 5'-9" Ld 0516 0146 7'-10" Lb 07 0492 4 09 8'-0" Ld 0537 0404 7'-0" Ld 0469 0235 6'-4" Ld 0427 1 016 1 8'-6" Ld 0567 05 PFS APPROVED pg7B 3/29!17 PFS CORPORATION &oa WM,PA IBEAM SECTION 161 pp 42 NOTES' 1 LOADS ARE UNIFORM ALONG BEAM LENGTH 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=I.D. 7 SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING 5 MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER I CODE REQUIREMENTS USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3 SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6 DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR AND SUPPORT STUDS 8 MID-SPAN SPLICING IS NOT ALLOWED UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON I/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH(m) (n) SPAN BY LENGTH(in) (n) SPAN BY LENGTH(n) (n) SPAN BY I LENGTH(in) I (i n) 2 x 8 SPF#2 700 1 48 3'-7" Lb 1991 0041 3'-7" Lb 1991 0041 3'-7" Lb 1991 0041 3'-7" Lb 1991 0041 2 24 5'-1° Lb 1409 0081 5'-1" Lb 1409 0061 5'-1" Lb 1409 0081 5'-1" Lb 1409 0081 3 16 6'-3" Lb 1151 0122 6'-3" Lb 1151 0122 6'-3" Lb 1151 0122 6'-3" Lb 1151 0122 4 12 7'-2° Lb 0998 0162 7'-2" Lb 0998 0162 7'-2" Lb 0998 0162 7'-2" Lb 0998 0.162 2 x 8 SYP#2 700 1 48 3'-4" Lb 1406 0032 3'-4' Lb 1406 0032 3'-4" Lb 1406 0032 3'-4" Lb 1406 0032 2 24 4'-9" Lb 0995 0063 4'-9' Lb 0995 0063 4'-9" Lb 0995 0063 4'-9" Lb 0995 0063 3 16 5'-10" Lb 0813 0095 5'-10" Lb 0813 0095 5'-10" Lb 0813 0095 5'-10" Lb 0613 0095 4 12 6'-9" Lb 0705 0126 6'-9" Lb 0705 0126 6'-9" Lb 0705 0126 6'-9" Lb 0705 0126 2x8HEM-FIR#2 700 1 48 3'-6" Lb 206 0041 3'-6" Lb 206 0041 3'-6" Lb 206 0041 3'-6" Lb 206 0041 2 24 5'-0" Lb 1457 0083 5'-0" Lb 1457 0083 5'-0" Lb 1457 0083 5'-0" Lb 1457 0083 3 16 6'-2° Lb 1191 0124 6'-2" Lb 1191 0124 6'-2" Lb 1191 0124 6'-2" Lb 1191 0124 4 12 7'-1" Lb 1032 0.165 7'-1° Lb 1032 0165 7'-1' Lb 1032 0165 7'-1' Lb 1032 0165 2x 8 SP SELECT STIR 700 1 48 4'-9" Lv 1997 01 4'-9" Lv 1997 01 4'-9" Lv 1997 01 4'-9" Lv 1997 01 2 24 7'-7" Lb 1582 0314 7'-1" Ld 1475 0238 6'-5" Ld 134 0162 7'-7" Lb 1582 0314 3 16 9'-4" Ld 1289 0467 8'-1" Ld 1126 0272 7'-4" Ld 1 1023 0185 9'-4" Lb 1292 0471 4 12 10'-3" Ld 1065 1 0514 8'-11" Ld 093 0299 8'-1" Ld 0845 0204 10'-2" Ld 1058 05 15x725LVL 700 1 48 5'-11" Lb 1582 0209 5'-10" 1 Ld 1556 0195 5'-3° Ld 1.414 0133 5'-11" Lb 1582 0209 2 24 8'-5" Lb 112 0417 7'-4" Ld 0981 0246 6'-8" Ld 0892 0168 8'-5" Lb 112 0417 3 16 9'-8" Ld 0858 0483 8'-5" Ld 075 0281 7'-8" Ld 0681 0192 9'-8" Ld 0865 05 4 1 12 10'-7" Ld 0709 0532 9'-3" Ld 0619 031 8'-5' Ld 0563 0211 10'-5" Ld 0698 05 2x 10 SPF#2 70D 1 62 4'-5" Lb 2433 0044 4'-5" Lb 2433 0044 4'-5" Lb 2433 0044 4'-5" Lb 2433 0044 2 31 6'-3" Lb 1722 0087 6'-3" Lb 1722 0087 6'-3" Lb 1722 0087 6'-3" Lb 1722 0087 3 21 7'-7" 1 Lb 1407 0131 7'-7" Lb 1407 0131 7'-7" Lb 1407 0131 7'-7" Lb 1407 0131 4 15 8'-9" Lb 1219 1 0174 8'-9" Lb 1219 0174 8'-9" Lb 1 1219 0174 8'-9" Lb 1219 0174 2x 10 SYP#2 700 1 62 4'-0" Lb 1669 003 4'-0" Lb 1669 003 4'-0" Lb 1669 003 4'-0" Lb 1669 003 2 31 5'-8" Lb 1181 006 5'-8" Lb 1181 006 5'-8" Lb 1181 006 5'-8" Lb 1181 006 3 21 6'-11" Lb 0965 009 6 11" Lb 0965 009 6'-11" Lb 0965 009 6'-11" Lb 0965 009 4 15 8'-0" Lb 0837 012 8'-0" Lb 0837 012 8'-0' Lb 0837 012 8'-0" Lb 0837 012 2x 10 HEM-FIR#2 700 1 62 4'-4" Lb 2516 0044 4'-4" Lb 2516 0044 4'-4" Lb 2516 0044 4'-4" Lb 2516 0044 2 31 6'-1" Lb 1781 0089 6'-1" Lb 1781 0089 6'-1" Lb 1781 0089 6'-1" Lb 1761 0089 3 21 7'-6" Lb 1455 0133 7'-6" Lb 1455 0133 7'-6" Lb 1455 0133 7'-6" Lb 1455 0133 4 15 8'-8" Lb 1261 0177 8'-8" Lb 1261 0177 8'-8" Lb 1261 0177 8'-8" Lb 1261 0177 2 x 10 SP SELECT STIR DD 1 62 6'-1" Lv 2548 0128 6'-1" Lv 2548 0128 6'-1" Lv 2548 0128 6'-1" Lv 2548 0126 2 31 8'-8" Lb 1805 0256 8'-8" Lb 1805 0256 8'-3" Ld 171 0207 8'-8" Lb 1805 0256 3 21 10'-8" Lb 1475 0384 10'-4" Ld 1438 0347 9'-5° Ld 1306 0236 10'-8" Lb 1475 0384 4 15 12'-3' Lb 1278 0511 11'-5" Ld 1188 0382 10'-4" Ld 1079 026 12'-2" Ld 1271 05 1 5 x 925 LVL 70D 1 62 7'-6" Lb 2003 0258 7'-5" Ld 1986 0249 6'-9" Ld 1805 017 7'-6" Lb 2003 0258 2 31 10'-7" Lb 1418 0515 9'-4" Ld 1253 0314 8'-6" Ld 1138 0214 10'-6" Ld 1407 05 3 21 12'-3" Ld 1096 0616 10'-9" Ld 0957 0359 9'-8" Ld 087 0245 11'-8" Ld 104 05 4 15 13'-6" Ld 0906 0878 11'-10" Ld 0791 0395 10'-9" Ld 0719 0269 12'-6° Ld 0839 OS rP N® FLR CLG -] ERIM PFS"i APPROVED DATE 3!39/17 RP PFSORATION EloomsW 31 9 IBEAM SECTION 16l pp 43 NOTES 1 LOADS ARE UNIFORM ALONG BEAM LENGTH 4.DURATION FACTOR(Cd)=1 0&REPETITIVE FACTOR(Cr)=1.0. 7 SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING 5 MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3 SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6 DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR AND SUPPORT STUDS 8 MID-SPAN SPLICING IS NOT ALLOWED UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12"MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pIQ QUANTITY d/b SPAN BY LENGTH(n) (n) SPAN BY LENGTH(in) (In) SPAN BY LENGTH(n) (In) SPAN BY LENGTH On) I Ci n) 2 x4 SPF#2 1200 1 23 1'-4" Lv 129 0013 1'-4" Lv 129 0013 1'-4" Lv 129 0013 1'-4" Lv 129 0013 2 12 2'-1' Lb 0995 0036 2'-1" Lb 0995 0036 2'-1" Lb 0995 0036 2'-1" Lb 0995 0036 3 08 2'-7" Lb 0812 0054 2'-7" Lb 0812 0054 2'-7" Lb 0812 0054 2'-7" Lb 0812 0054 4 06 2'-11" Lb 0704 0072 2'-11" Lb 0704 0072 2'-11" Lb 0704 0072 2'-11" Lb 0704 0072 2 x 4 SYP#2 1200 1 23 1'-4" Lb 0969 0013 1'-4" Lb 0969 0013 1'-4' Lb 0969 0013 1'-4" Lb 0969 0013 2 12 1'-11" Lb 0685 0025 1'-11" Lb 0685 0025 1'-11" Lb 0685 0025 1'-11" Lb 0685 0025 3 08 2'-4" Lb 056 0038 2'-4" Lb 056 0038 2'-4" Lb 056 0038 2'-4" Lb 056 0038 4 1 06 2'-8" 1 Lb 0485 005 2'-8" Lb 0485 005 2'-8" Lb 0485 005 2'-8" Lb 0485 005 2 x 4 HEM-FIR#2 1200 1 23 1'-5" Lv 1441 0018 1'-5" Lv IA41 0018 1'-5" Lv 1441 0018 1'-5" Lv 1441 0018 2 12 2'-0' Lb 1029 0036 2'-0" Lb 1.029 0036 2'-0" Lb 1029 0036 2'-0" Lb 1029 0036 3 08 2'-6" Lb 084 0055 2'-6" Lb 084 0.055 2'-6' Lb 084 0055 2'-6" Lb 084 0055 4 06 2'-11" Lb 0728 0073 2'-11" Lb 0728 0073 2'-11" Lb 0728 0073 2'-11" Lb 0728 0073 2 x 4 SP SELECT STIR 1200 1 23 1'-7" Lv 1136 0019 1'-7" Lv 1136 0019 1'-7" Lv 1136 0019 1'-7" Lv 1136 0019 2 12 2'-7" Lv 0 929 0 066 2'-7" Lv 0 929 0 066 2'-7" Ld 0 926 0 065 2'-7- Lv 0 929 0 066 3 08 3'-9" Ld 089 0188 3'-3" Ld 0778 011 2'-11" Ld 0707 0075 3'-9" Lv 09 0197 4 1 06 4'-1" Ld 0735 0207 3'-7" Ld 0642 0121 3'-3" Ld 0583 0082 4'-10" Lb 0867 0402 1 5 x 3 5 LVL 1200 1 23 2'-2" Lv 1021 0064 2'-2" Lv 1021 0064 2'-1" Ld 0977 0054 2'-2" Lv 1021 0064 2 12 3'-2" Lb 0724 0129 2'-11" Ld 0678 0099 2'-8" Ld 0616 0068 3'-2" Lb 0724 0129 3 08 3'-10" Lb 0591 0194 3'-4" Ld 0517 0114 3'-1' Ld 047 0077 3'-10' Lb 0591 0194 4 06 4'-3" Ld 0489 0215 3'-9' Ld 0427 0125 3'-4" Ld 0388 0085 4'-5" Lb 0512 0258 2x6SPF#2 1200 1 37 2'-1' Lv 2028 002 2'-1" Lv 2028 002 2'-1' Lv 2028 002 2'-1" Lv 2028 002 2 18 3'-1' Lb 1456 0042 3'-1" Lb 1456 0042 3'-1" Lb 1456 0042 3'-1" Lb 1456 0042 3 12 3'-9" Lb 1189 0063 3'-9" Lb 1189 0063 3'-9" Lb 1189 0063 3'-9" Lb 1189 0063 4 1 09 4'-4" Lb 103 1 0085 1714'-4" Lb 103 1 0085 4'-4" Lb 103 1 0085 4'-4" Lb 103 0085 2 x 6 SYP#2 1200 1 37 2'-0' Lb 1452 0016 j 2'-0" Lb 1452 0016 2'-0" Lb 1452 0016 2'-0" 1 Lb 1452 0016 2 1.8 2'-10' Lb 1027 0033 2'-10" Lb 1027 0033 2'-10" Lb 1027 0033 2'-10" Lbfi726 0033 3 12 3'-6' Lb 0839 0049 3'-6" Lb 0839 0049 3'-6" Lb 0839 0049 3'-6" Lb0049 4 09 4'-1' Lb 0726 006 4'-1' Lb 0726 0065 4'-1' Lb 0726 0065 4'-1" Lb0065 2 x 6 HEM-FIR#2 1200 1 37 2'-1" Lb 2129 00 2'-1" Lb 2129 0022 2'-1' Lb 2129 0022 2'-1" Lb0022 2 18 3'-0' Lb 1506 t04 3'-0" Lb 1506 0043 3'-0" Lb 1506 0043 3'-0" Lb0043 3 12 3'-8" Lb 1233'-8" Lb 123 0064 3'-8" Lb 123 0064 3'-8" Lb0064 4 0.9 4'-3" Lb 1065 4'-3" Lb 1065 0086 4'-3" Lb 1065 0086 4'-3" Lb0086 2 x 6 SP SELECT STIR 1200 1 37 2'-6" Lv 1785 2'-6" Lv 1785 0029 2'-6" Lv 1785 0029 2'-6" Lv 1785 0029 2 1.8 4'-1' Lv 146 4'-1' Lv 146 0104 4'-1' Ld 1455 0103 4'-1' Lv 146 0104 3 1.2 5'-8' Lv 1352 0258 5'-2" Ld 1223 0172 4'-8' Ld 1111 0118 5'-8' Lv 1352 0258 4 09 6'-6' Ld 1156 0326 5'-8" Ld 1009 019 5'-2' Ld 0917 0129 6'-9" Lb 12 0379 1 5 x 5 5 LVL 1200 1 37 3'-5" Lb 1585 0096 3'-5" Lb 1585 0096 3'-4" Ld 1536 0084 3'-5' Lb 1585 0096 2 18 4'-11" Lb 1121 0192 4'-8" Ld 1065 0156 4'-3' Ld 0968 0106 4'-11" Lb 1121 0192 3 12 6'-0" lb 091 0287 5'-4" Ld 0813 0179 4'-10" Ld 0739 0122 6'-0" Lb 0916 0267 4 09 6'-8" Ld ^^ pp07CC9��// 0337 5'-10" Ld 0672 0197 5'-4" Ld 061 0134 6'-11" Lb 0793 0383 u ST FLR EXT PFSi gPPROVED WALL H®R p/ATE 3/2Yf17 IJ,//`1 PFS CORPORATION .1 w.Pn 141BEAM SECTION 16/pp 66 NOTES- 1 LOADS ARE UNIFORM ALONG BEAM LENGTH 4 DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7 SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING 5 MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3 SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO ECTION.REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR 1ST FLR EXT 8 MID-SPAN SPLICING IS NOT ALLOWED UNIFORMLY LOADED BEAM WALL HDR SPAN CALCULATIONS BASED ON 11240 DEFLEC71 N BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX DEFLECTION MAXIMUM LIMITED BEARING ECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION[SPAN AXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH(n) SPAN BY LENGTH(n) (n) SPAN BY LENGTH(n) (In) BY LENGTH(n) (n) 2 x 8 SPF#2 1200 1 48 2'-9" Lb 2607 0024 2'-9" Lb 2607 0024 2'-9" Lb 2607 D024 2'-9" Lb 2607 0024 2 24 3'-10" Lb 1844 048 3'-10" Lb 1844 0048 3'-10" Lb 1844 D048 3'-10" Lb 1844 0048 3 16 4'-9" Lb 1506 071 4'-9" Lb 1506 0071 4'-9" Lb 1506 0071 4'-9" Lb 1506 0071 4 12 5'-6" Lb 1305 095 5'-6" Lb 1305 0095 5'-6" Lb 1305 0095 5'-6" Lb 1305 0095 2 x 8 SYP t2 1200 1 48 2'-7" Lb 1841 18 2'-7" Lb 1841 0018 2'-7" Lb 1.841 0018 2'-7" Lb 1841 0018 2 24 3'-8" Lb 1302 0 7 3'-8" Lb 1302 0037 3'-8" Lb 1302 0037 3'-8" Lb 1302 0037 3 16 4'-5" Lb 1064 0 5 4'-5" Lb 1064 0055 4'-5" Lb 1064 0055 4'-5" Lb 1064 0055 4 12 5'-2" Lb 0921 0 5'-2" Lb 0921 0074 5'-2" Lb 0921 0074 5'-2" Lb 0921 0074 2x8HEM-FIR#2 1200 1 48 2'-8" Lb 2696 0 2'-8" Lb 2696 0024 2'-8" Lb 2696 0024 2'-8" Lb 2696 0024 2 24 3'-10" Lb 1907 0 041A 3'-10" Lb 1907 0048 3'-10" Lb 1907 0048 3'-10" Lb 1907 0048 3 16 4'-8" Lb 1558 00 4'-8" Lb 1558 0072 4'-8" Lb 1558 0072 4'-8" Lb 1558 0072 4 12 5'-5" Lb 1349 009 5'-5" Lb 1349 0096 5'-5" Lb 1349 0096 5'-5" Lb 1349 0096 2x 8 SP SELECT STIR 1200 1 48 3'-3" Lv 2353 003 3'-3" Lv 2353 0038 3'-3" Lv 2353 0038 3'-3" Lv 2353 0038 2 24 5'-5" Lv 1925 0137 5'-5" Lv 1925 0137 5'-4" Ld 1918 0135 5'-5" Lv 1925 0137 3 16 7'-1" Lb 1691 0275 6'-9" Ld 1612 0227 6'-2" Ld 1465 0155 7'-1" Lb 1691 0275 4 12 8'-3" Lb 1465 0367 7'-6" Ld 1331 025 6'-9" Ld 1209 017 8'-3" Lb 1465 0367 1 5 x 725 LVL 1200 1 48 4'-6" Lb 2071 0122 4'-6" Lb 2071 0122 4'-5" Ld 2025 D111 4'-6" Lb 2071 0122 2 24 6'-5" Lb 1465 0244 J6'-2" Ld 1405 0206 5'-7" Ld 1276 014 6'-5" Lb 1465 0244 3 16 7'-10" Lb 1197 0365 7'-0" Ld 1072 0235 6'-4" Ld 0974 016 7'-10" Lb 1197 0365 4 12 8'-10" Ld 1014 0445 7'-9" Ld 0886 0259 7'-0" Ld 0805 0176 9'-1" Lb 1037 0486 2x 10 SPF#2 1200 1 62 3'-4" Lb 3185 0025 3'-4" Lb 3185 0025 3'-4" Lb 3185 0025 3'-4" Lb 3185 0025 2 31 4'-9" Lb 2253 0051 4'-9" Lb 2253 0051 4'-9" Lb 2253 0051 4'-9" Lb 2253 0051 3 2 1 5'-10" Lb 1 84 0 076 5'-10" Lb 184 0 076 5 -10" Lb 184 0 076 5'-10" Lb 184 0 076 4 15 6'-9" Lb 1594 0102 6'-9" Lb 1594 0102 6'-9" Lb 1594 0102 6'-9" Lb 1594 0102 2x 10 SYP#2 1200 1 62 3'-0" Lb 2184 0018 '-0- Lb 2184 0018 3'-0" Lb 2184 0018 3'-0" Lb 2184 0018 2 31 4'-4" Lb 1545 0035 '-4" Lb 1545 0035 4'-4" Lb 1545 0035 4'-4" Lb 1545 0035 3 21 5'-3" Lb 1262 0053 '-3" Lb 1262 0053 5'-3" Lb 1262 0053 5'-3" Lb 1262 0053 4 15 6'-1" Lb 1094 007 6'-1" Lb 1.094 007 6'-1" Lb 1094 007 6'-1" Lb 1094 007 2x 10 HEM-FIR#2 1200 1 62 3'-3" Lb 3294 0026 3 -3" Lb 3294 0026 3'-3" Lb 3294 0026 3'-3" Lb 3294 0026 2 31 4'-8" Lb 233 0052 4' 8" Lb 233 0052 4'-8" Lb 233 0052 4'-8" Lb 233 0052 3 21 5'-9" Lb 1903 0078 5' 9" Lb 1903 0078 5'-9" Lb 1903 0078 5'-9" Lb 1903 0078 4 15 6'-7" Lb 1649 0103 6'-7" Lb 1649 0103 8'-7" Lb 1649 0103 6'-7° Lb 1649 0103 2 x 10 SP SELECT STIR 1200 1 62 4'-2" Lv 3002 0049 4'- ° Lv 3002 0049 4'-2" Lv 3002 0049 4'-2° Lv 3002 0049 2 31 6'-7" Lb 2362 015 6'- Lb 2362 015 6'-7" Lb 2362 015 6'-7" Lb 2362 015 3 21 8'-1" Lb 1929 0224 B'-1 Lb 1929 0224 7'-10" Ld 1869 0198 8'-1" Lb 1929 0224 4 15 9'-4" Lb 1671 0299 9'-4' Lb 1671 0299 8'-8" Ld 1544 0217 9'-4" Lb 1671 0299 15x925LVL 1200 1 62 5'-9" Lb 2622 0151 5'-9" Lb 2622 0151 5'-8" Ld 2583 0142 5'-9" Lb 2622 0151 2 31 8'-1" Lb 1855 0301 7'-1 Ld 1793 0262 7'-1" Ld 1629 0179 8'-1" Lb 1855 0301 3 21 9'-11" Lb 1515 0451 9'-0" Ld 1369 03 8'-2" Ld 1244 0205 9'-11" Lb 1515 0451 4 15 11'-4" Ld 1295 0567 9'-10" Ld 1131 033 1 9'-0" Ld 1027 0,225 10'-11" Ld 1254 05 PFS/APPROVED GATE 3!19717 PFS CORPORATION Elopmsbu,g,Ph [BEAM SECTION 16/pp 67 I � UNIFORMLY LOADED STACKED BEAM CHARTS NOTES' 1 LOADS ARE UNIFORM ALONG BEAM LENGTH 4 DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7 SINGLE MEMBER LVUS GREATER THAN 14'DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING 5 MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3 SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6 DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR AND SUPPORT STUDS 8 MID-SPAN SPLICING IS NOT ALLOWED UNIFORMLY LOADED STACKED BEAM 1.5 x 9.25 LVL UPPER MEMBER SPAN CALCULATIONS OF SAME QUANTITY AS LOWER MEMBER BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 12"MAX DEFLECTION LOWER MAXIMUM UMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plp QUANTITY d/b SPAN BY LENGTH(in) (n) SPAN BY LENGTH(n) (in) SPAN BY I LENGTH(n) (in) SPAN BY I LENGTH(In)I (n) 2x 8SPF#2 650 1 48 8'-7' Lb-LOW 6645 0315 8'-4" Ld-LOW 6454 028 7'-7" Ld-LOW 5864 0191 8'-7" Lb-LOW 6645 0.315 2 24 12'-1" Ld-LOW 9304 0606 10'-6" Ld-LOW 8127 0353 9'-7" Ld-LOW 7384 024 11'-6" Ld-LOW 8868 05 3 1.6 13'-10" Ld-LOW 10647 0692 12'-1' Ld-LOW 9301 0403 10'-11" Ld-LOW 8449 0275 12'-9" Ld-LOW 9816 05 4 12 15'-2" Ld-LOW 11713 076 13'-3" Ld-LOW 10233 0443 12'-0" Ld-LOW 9296 0302 13'-8" Ld-LOW 10548 05 2x 8SYP#2 650 1 48 8'-6" Lb-LOW 4938 03 8'-4" Ld-LOW 4855 028 7'-7" Ld-LOW 4411 0191 8'-6" Lb-LOW 4938 03 2 24 12'-0' Lb-LOW 6961 0593 10'-6" Ld-LOW 6113 0352 9'-7" Ld-LOW 5554 024 11'-6" Ld-LOW 6671 05 3 16 13'-9" Ld-LOW 8007 0691 12'-0" Ld-LOW 6995 0403 10'-11" Ld-LOW 6354 0274 12'-9" Ld-LOW 7384 05 4 12 15'-2" Ld-LOW 8809 0759 13'-3" Ld-LOW 7696 0442 12'-0" Ld-LOW 6991 0301 13'-8" Ld-LOW 7935 05 2x8HEM-FIR#2 650 1 48 8'-5' Lb-LOW 6842 0298 8'-4" Ld-LOW 6731 0279 7'-7" Ld-LOW 6114 019 8'-5" Lb-LOW 6,842 0298 2 24 11'-11" Lb-LOW 9649 0589 10'-6" Ld-LOW 8474 035 9'-6" Ld-LOW 7699 0239 11'-5" Ld-LOW 9262 05 3 16 13'-9" Ld-LOW 11099 0688 12'-0" Ld-LOW 9696 04 10'-10" Ld-LOW 881 0273 12'-8" Ld-LOW 10249 05 4 12 15'-1" Ld-LOW 1221 0755 13'-2" Ld-LOW 10667 044 11'-11" Ld-LOW 9691 03 13'-7" Ld-LOW 11015 05 2x 8 S SELECT STR 650 1 48 9'-4" Lb-LOW 5391 0397 8'-7' Ld-LOW 4972 0287 7'-9" Ld-LOW 4517 0196 9'-4" Lb-LOW 5391 0397 2 24 12'-4' Ld-LOW 717 0621 10'-10" Ld-LOW 6264 0361 9'-10" Ld-LOW 569 0246 11'-9" Ld-LOW 6793 05 3 16 K12'- Ld-LOW 8207 071 12'-4" Ld-LOW 717 0413 11'-3" Ld-LOW 6513 0282 13'-0" Ld-LOW 7519 05 4 12 Ld-LOW 9032 078 13'-7" Ld-LOW 789 0454 12'-4" Ld-LOW 7168 031 13'-11" Ld-LOW 8081 05 15x 725 LVL 650 1 48 Lb-LOW 3693 0497 8'-8" Ld-LOW 3228 029 7'-10" Ld-LOW 2933 0198 9'-11" Lb-LOW 3693 0497 2 24 Ld-LOW 4656 0627 10'-11" Ld-LOW 4067 0365 9'-11" Ld-LOW 3695 0249 11'-10" Ld-LOW 44 05 3 16 Ld-LOW 533 0717 12'-6" Ld-LOW 4656 0417 11'-4" Ld-LOW 4231 0284 13'-1" Ld-LOW 487 06 4 12 Ld-LOW 5866 0788 13'-9" Ld-LOW 5125 0459 12'-6" Ld-LOW 4656 0313 14'-0" Ld-LOW 5236 05 2x 10 SPF#2 650 1 62 Lb-LOW 6948 0295 9'-0" Lb-LOW 6948 0295 8'-3" Ld-LOW 6362 0207 9'-0" Lb-LOW 6948 0295 2 31 Lb-LOW 9812 0584 11'-5" Ld-LOW 8828 0383 10'-5" Ld-LOW 8019 0261 12'-3" Ld-LOW 9438 05 3 21 15 -0Ld-LOW 11569 0751 13'-1" Ld-LOW 10108 0438 11'-11" Ld-LOW 9184 0298 13'-6" Ld-LOW 10,452 05 4 15 16'-6" Ld-LOW 1 12739 0826 14'-5" Ld-LOW 11129 0481 13'-1" Ld-LOW 10111 0328 1 14'-6" Ld-LOW 11238 05 2x 10 SYP#2 650 1 62 8'-10" Lb-LOW 5108 0269 8'-10" Lb-LOW 5108 0269 8'-3" Ld-LOW 4788 0207 8'-10" Lb-LOW 5108 0269 31 12'-5' Lb-LOW 7205 053 11'-5" Ld-LOW 6641 0383 10'-5" Ld-LOW 6034 0261 12'-3" Ld-LOW 7101 05 P24 21 15'-0" Ld-LOW 8704 0751 13'-1" Ld-LOW 7605 0437 11'-10" Ld-LOW 691 0298 13'-6" Ld-LOW 7864 05 15 16'-5' Ld-LOW 9586 0825 14'-4" Ld-LOW 8373 048 13'-1" Ld-LOW 7607 0327 14'-6" Ld-LOW 8457 05 2x 10 HEM-FIR#2 65062 8'-10" Lb-LOW 7178 0285 8'-10" Lb-LOW 7.178 0285 8'-2" Ld-LOW 661 0205 8'-10" Lb-LOW 7178 0285 31 12'-6' Lb-LOW 10133 0565 11'-4" Ld-LOW 917 0379 10'-3" Ld-LOW 8331 0258 12'-2" Ld-LOW 9827 05 21 14'-10" Ld-LOW 1202 0744 12'-11" Ld-LOW 10499 0433 11'-9" Ld-LOW 9538 0295 13'-5" Ld-LOW 10884 05 15 16'-4" Ld-LOW 13232 0817 14'-3" Ld-LOW 11558 0476 12'-11" Ld-LOW 10501 0324 14'-5" Ld-LOW 11701 05 2 x 10 SP SELECT STR 650 62 9'-10" Lb-LOW 5722 0379 9'-5" Ld-LOW 5469 0316 8'-7" Ld-LOW 4968 0215 9'-10" Lb-LOW 5722 0379 2 31 13'-7" Ld-LOW 7892 0683 11'-11" Ld-LOW 6894 0398 10'-10" Ld-LOW 6264 0271 12'-7" Ld-LOW 7301 05 3 21 15'-7" Ld-LOW 9037 0781 13'-7" Ld-LOW 7894 0455 12'-4" Ld-LOW 7173 031 13'-11" Ld-LOW 8085 05 4 15 17'-1" Ld-LOW 995 0858 14'-11" Ld-LOW 8692 05 13'-7" Ld-LOW 7897 0341 14'-11" Ld-LOW 8694 05 15x 925 LVL 650 1 62 11'-0" Ld-LOW 409 0552 9'-7' Ld-LOW 3573 0321 8'-9" Ld-LOW 3247 0219 10'-9" Ld-LOW 3991 05 2 31 13'-10" Ld-LOW 5157 0694 12'-1" Ld-LOW 4505 0404 11'-0" Ld-LOW 4093 0275 12'-9" Ld-LOW 4751 05 3 21 15'-10" Ld-LOW 5907 0793 13'-10 d-LOW 516 0462 12'-7" Ld-LOW 4689 0315 14'-1" Ld-LOW 5263 05 4 15 17'-5' Ld-LOW 6506 0872 15'-2" OW 5683 0508 13'-10' Ld-LOW 5164 0346 15'-2" Ld-LOW 5661 OS PFS/APPROVED MW CLG/FLR D/ATE 3/39!17 PFS CORPORATION BEAM P�oomsburp,vn V IBEAMSTACI�D SECTION 17 1 pp 446 -D0 NCT PROCEE®WITH SURVEY0PAMING'UNTILOUND,7,10.N'LOCATION APPROVED: APPROVED AS NOTED Blower door DATE: B.P.# 53 and ductwork FEE: -3 BY: testing required. NOTIFY BUILDING DEPARTM AT 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECT;ONS: 1. FOUNDATION- - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE �'J and S as 2. ROUGH - FRAMING & PLUMBING per 3. INSULATION NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION - Sf111TNDl D TOWN 7RA ON LEAD CONTENT,BEFORE CERTIFICATE OF OCCUPANu OARD SOLDER USED IN WATER T S SUPPLY SI'STEM CANNOT EXCEED 2110 OF 1% LEAD. ALLLUMBING WASTE WATER LINES NEED OCCUPANCY O41ING-BEFORE COVERING USE IS UNLAWFUL WITHOUT CETIFICAT'- OF OCCUPANCY Ail exterl'or lighting DRAINAGE INSPECTIONS ARE REQUIRED installed,replaced or Contact TOS Engineering at 765-1560 before repaired shall conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code, of the Town Code YORK 'THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND 'R STATE ®F • NEW 1 ®��L� �� CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, WHICH WERE APPROVED ON JULY 9, 2018 � UNDER SYSTEMS NUMBER M013-2016-067 EXPIRES JULY 20, 2020" } Ln NQS UNIFORM CODE (WHICH INCORPORATES BY REFERENCES WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY I z -2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) : ,;�„ � � PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N 0 -REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (THE 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, 1 0 I WI ,1--'> ' ' ENGINEER, TO ALTER THIS ITEM IN ANY WAY AND 2015 IEBC), WITH SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS ` �" "'�� , NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCES BuIlL CORPORATE OFFICE o -2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, PUBLICATION DATE AUGUST 2016, REVISED J r- ` 1 VV O STOR 1 72 EAST MARKET STREET tNNUN� AUGUST 2016 (2016 ECS) ALL REFERENCES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO THE P.O.BOX 219 U o O o -REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC saym a Je� �Iq=.rMODEL MIDDLEBURG, PA. 17842 Z CODE PRINTING, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS 2014 NATIONAL ELECTRICAL CODE PHONE: (570) 837-1424 Q cn o ON-84030 FAX: (570) 837-6133 > j W 03 DRAWING INDEX ' SITE ADDRESS ' o o J Fi y P E SEAL z PAGE DESCRIPTION , 13595 SOUNDVIEW AVE �0F NE o o = o SOUTHOLD, NY 11971 NOMgs 0 a- J O- a ro ♦ T 04 M \O C ��'p Q O 1 COVER SHEET _ Y 2.1-2.4 ELEVATIONS i a v * * _ I-- Ln r7 3.1 FIRST STORY FLOOR PLAN a O o O 32 SECOND STORY FLOOR PLAN SITE ELEVATION ' i a d N 0 3.3 FIRST STORY BRACED WALL PLAN m t w 3.4 SECOND STORY BRACED WALL PLAN 112 FT ABOVE SEA LEVEL o f (Z m o 4.1 FIRST STORY ELECTRICAL +21 PSF FOR EVERY 100' ABOVE 1,000 FT Y` 080526 7 4.2 SECOND STORY ELECTRICAL 20 PSF GROUND SNOW LOAD PER MAP 5 FOUNDATION 20 PSF ADJUSTED GROUND SNOW LOAD a QFESSIQN 6 CROSS SECTION(s) _ 7 RAFTER(s) BUILDING INFORMATION ' 2-18-19 D.Feeney w c, 8.1-8.2 CONNECTION _ y f,�° i TO THE BEST OF MY KNOWLEDGE,BELIEF AND AND PROFESSIONAL JUDGEMENT,THESE 9.1 1ST FLR PLUMBING LAYOUT H- M CONSTRUCTION TYPE WOOD FRAME UNPROTECTED �' DOCUMENTS HAVE BEEN RENEWED AND ARE IN COMPLIANCE WITH THE 20151RC AND (� w¢ao� 9.2 2ND FLR PLUMBING LAYOUT ' v THE 2017 NYS UNIFORM CODE SUPPLEMENT AND THESE PLANS ARE IN COMPLIANCE O �a o USE. GROUP DETACHED SINGLE FAMILY DWELLING • _ _ WITH CHAPTER 11 ENERGY EFFICIENCY OF THE 2015 IRC AND THE 2016 ENERGY ¢Tj a 10 DOOR AND WINDOW SCHEDULES • CONSERVATION CONSTRUCTION CODE SUPPLEMENT OF NEW YORK STATEo I— m v` 11 ELEC LOAD CALC U7) a Mz RESCHECK DESIGN CRITERIA PFS STAMP x wx C-4 oo M a RAFTER / BEAM CALCS N W WIND SPEED (MPH) 135 VULT Un 0 WIND EXPOSURE B m z o Z WIND-BORNE DEBRIS YES U GROUND SNOW LOAD 20 PSF "`� -r. �iF. wo w SEISMIC CATEGORY C New York CLIMATE ZONE 4 _ ' ENERY COMPLIANCE METHOD= UA TRADE-OFF 3 s FLOOR LOAD (SLEEPING AREAS) 30 PSF 1 IT IS MANDATORY FOR THE STATE STAMP feve e 4 Ony N Za m d NOTE THE MANUFACTURER HAS NOT COMPLETED THE FLOOR LOAD ALL OTHER AREAS 40 PSF BUILDER TO COMPLETE THIS HOME IN FOLLOWING ITEMS IN THE PRODUCTION FACILITY, THE FLOOR DEAD LOAD 10 PSF COMPLIANCE WITH THE Date. 02/18/2019 RAFTER LIVE LOAD 20 PSF INTERNATIONAL BUILDING CODE THIRD-PARTY HAS NOT INSPECTED THE ITEMS, AND THE RAFTER DEAD LOAD 10 PSF REQUIREMENTS ADDITIONAL SITE PFS Corporation ITEMS ARE NOT CERTIFIED BY THE NEW YORK AND THE CEILING LIVE LOAD 20 PSF WORK MAY BE Bloomsburg,PA THIRD-PARTY CERTIFICATION LABEL ALL MANUFACTURER CEILING DEAD LOAD 10 PSF a FLOOR INSULATION - CRAWL SUPPLIED, AND FIELD INSTALLED ITEMS MUST BE SPACE INSPECTED AT THE LOCAL LEVEL LABEL LOCATIONS b FOUNDATION WALL o • FIELD CONNECTIONS OF MODULES DATA PLATE PER DWELLING AS INDICATED ON PLANS THIRD INSULATION - BASEMENT Q z z C a • SMOKE DETECTORS TEST PARTY EACH MODULE AS INDICATED ON PLANS STATE LABELS c PERIMETER INSULATION - U) ov • HVAC INCLUDING DUCTS PROVIDED ON SITE BY OTHERS EACH UNIT AS INDICATED ON PLANS SLABS ¢ • PLUMBING CONNECTIONS TO FIXTURES FROM MAIN LINES d INSULATION - PIPING • FOUNDATION BUILDER RESPONSIBLE TO COMPLY WITH NYCRR PART 12651 EXPOSED TO UNCONDITIONAL BUILDINGS IN HIGH WIND AREAS THAT ARE SPACES THE ABOVE MUST BE SUSCEPTIBLE TO WIND BORNE DEBRIS • ELECTRICAL SERVICE AND NOTIFY CODE ENFORCEMENT OFFICIAL OF THE USE OF SHALL COMPLY WITH SECTION R301.2.1.2 • WATER HEATER ACCOMPLISHED WITHIN STATE m ENGINEERED LUMBER / TRUSSES AND POST APPROPRIATE CODE REQUIREMENTS ON-SITE BY BUILDER • GUTTERS SIGNAGE ON STRUCTURE z 0- 0- m m 2 BUILDER RESPONSIBLE TO FILE • BATH AND DRYER EXHAUST DUCTS TO EXTERIOR Q a o = • EXTERIOR SIDING THE REQUIRED CERTIFICATION FORMS THE DRAWINGS IN THIS SUBSET SHOULD NOT BE • EXTERIOR LIGHT FIXTURES ALL MECHANICAL HEATING SYSTEMS TO BE DONE ON-SITE BY WITH THE LOCAL ELECTRIC UTILITY SCALED FOR DIMENSIONAL REFERENCE ALL PRIOR TO OBTAINING PERMANENT • ALL APPLIANCE INSTALLATIONS OTHERS DIMENSION LINES AND NOTES SUPERCEDE ANY • BASEMENT STAIRS, HANDRAIL AND GUARDRAILS ELECTRIC SERVICE PBS WILL BE CONSIDERED AS A SUB-CONTRACTOR SUCH. REFERENCE DISCRETE MODELS (PLANS • MAIN ROOF FIELD CONNECTIONS FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED 3 PBS TO USE INTERNATIONAL IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING HAVING THE SAME SPECIFIC ROOM ARRANGEMENT • WHOLE HOUSE VENTILATION TO BE SIZED & INSTALLED ENERGY COMPLIANCE CODE SEE COMPONENT TO A GENERAL CONTRACTOR OR OR ARCHITECTURAL STYLE) SHALL BE PREPARED ° O1 BY OTHERS PER ACCA MANUAL J SUBMISSION SET FOR EXAMPLE BUILDER ALL NOTES WITH REFERENCE TO FROM THESE DRAWINGS WITHOUT MODIFICATION, w oN N oN o THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL EACH INDIVIDUAL MODEL "IN-FIELD", "ON-SITE" OR "BY BUILDER" ARE ADDITION OR DELETION IN ANY MANNER Q BUILDING SYSTEMS, INC AND SHALL NOT BE REPRODUCED TO REQUIRE A RESCHECK TO MEET PERTAINING TO THE RESPONSIBILITIES o AND OR COPIED WITHOUT AUTHORIZATION THE I R.0 REQUIREMENTS OF THE GENERAL CONTRACTOR o o N o HEATHERMS 2/15/2019 2: 06 01 PM w 1 Q •s d- S � SOF NEW Y } z 0 � �Q.O�NOMAsl O� = N o � W r G � _' Y o ON W J 0 O� o� � N V 0 A 80526 ��� QM ROFES SIONP CD o z z 00C) J Z > O 0 = z a J a- l-'i O => Q = N 0 0 O (� w Z r7 a N o y z w j F z � 00 m v 3 O CEILING CEILING m�_M F M CD L L O W Q D O Y d M K -m Lo /n� < �? ^ �/J Q N \ Q 2 Z v W N W rl J C (n W FLOOR " FLOOR m o Fn 0 0 s N � � m m co CEILING CEILING am J OJ > L� Q O m Q ZZ Z H U d UJ Q O D7 FLOOR FLOOR Q a o co ATTIC VENTILATION m O LOWER 50% @ EAVES N o REQ'D 1.32 SUPPLIED 2_05 0 \ ]c,, UPPER 50% 3'-0" MIN ABOVE EAV S REQ'D�•32 SUPPLIED1.44 (2 PCSACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS CHRISO 2 12 2019 9: 37. 36 AMN W 2. 1a d- S � co OFNEl,�y � Z � tn "NOMAS O,p ozcy N � N O W r Q G N W Y o O m _j o O 3 O L� z A 080526 Q.� c N o ssl JO 5 z d- 0 0 w 00 O � J Z > OQ = z J o ::E O 7,>: Q = N M O p O w Z a w ^ w O� o p oc) ~ z p m U 3 O CEILING CEILING Lu m7M >_ i � � z 00 "1L 2, �Rsm cr) Q N�Z� c O x N LLLJ � a� J FLOOR FLOOR m a U I Q N Z w LL r� W a m co � rz CEILING CEILING J F� O Q 0 z c Q m FLOOR FLOOR Q a o 0 w CD CD cV N N Q L \ ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS CHRISO 2/12/2019 9: 37: 36 AM N w 2.2 Q a Lo �Cof NEwY z o � a�N°Mas ,c op _ FW * s Z r 4 G c Y Q CDCN Ir w —I 0 m d O 3 O z 080526 �Q,� Q N � AR°FFsl o sNA CD J z 12 0 0 J00 o U 7 z > 00 = z 0_ J C_ :2 O :2t _ Lr) N O oO (n w z n a O z m 00 m CEILING 1'-0" CEILING uJ pip M N n w � z ra2L o2 co u� Q a is W p CD X C\1 >IL W W FLOOR FLOOR W z z �— orn I LL W o w r� J � m v� r� CEILING CEILING `N am N J O J > — L` Q O Z O (� Q m FLOOR FLOOR Q a a o Of 0 w 0 0 o Q \ � � cn N N ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS CHRISO 2/12/2019 9: 37: 36 AM O O N Lu 2.3 a i • Go OF NEwY O �Q. ,ANO W Q 0 r L] < � J o C7 I W O 3 O m i A o �f C? 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N W J Cf-) LTJ FLOORJ FLOOR u I___ 0 W W = Z 0 o o � — a m en's CEILING CEILING Nam NJ J > H � Q p Q o z Of 0 a a r m FLOOR FLOOR Q a a o Ir p � mm ss � \N C, Q � m ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS CHRISO 2/12/2019 9: 37: 36 AM O N a 2.4 a 3 tet' 00 >- Ln 017- NEj/j/y O = N a ��. .NO MAS DATA PLATE, STATE LABEL Co �q AND PFS LABEL LOCATION * Q 2 Y a 0� 6'-3" 15'-0" 23'-8" 33'-0" r Ll G w O 3 0 HDR:(3)-1.5"x HDR:3-2x8 HDR:(3)-1.5"x m � o SPF#2 9.25" LVL c "72LVL DH4066-2 0 ,o X80526 �<C� � Z z CD 11'-6" 5'-0" ROFESS1, o a 00 o ° 1 2'-61/4'_ El DWS BD24-4D 61BWB 18 cv OZ o14'-7" 1- o = Z CD rn BATH #1 N N F-3/4" � O : IW�, r) � \ KITCHEN _ Ln 00 � m G1� F-- --- 0 CD IL o LIVING ROOMNN Room Sq Ft 23719 169 S-2" 836 636 2'-10"sc o mU 3 00 00w ® Light Req 18 98Light Provided 8298 N & ;i N Vent Req 9 49 2-3/4" SUPP -- ---- J X Vent Provided 4356 FROM 2nd STORY 36" BARTOP N t>D NN 2",FUTURE VENT C� n 3' RADON VENT C14 z r 0- 6.in e O N C4 Q "''��M _ C'4 ---I---————————————— ————————————————— ——— — a 1 J `��rlco ri I I I I I I DINING ROOM > O �asm CD Room Sq Ft 9753 0 M o N OMIT 3'-11" SECTOMIT 3'-11" SECT L1 ht Re 7 8 '-=vv 2 2x6 FS CLG & WALL GYP 2-2x4 FS --_ 3-2x4 FS CLG & WALL GYP Light Provided 22 38 3-2x6 FS a C z STJD GRADE STUD GRADE STUD GRADE Vent Req 39 STUD GRAIE N Q ``'o o'� N J '. xa LL C�fl --------- Vent Provided 11 72 ———CI —————————————— ------—— ———— —————————————————————— cj Z J wBASEMENT CLOSE-OFF = m o o Q BOTTOM OF STAIRS U z ON-SITE BY BUILDER _ OLu Lu 216 216 2x6 ' ~ m �;, rR SC POCKET SC-POCKET ¢ a 00 x N! Z ` v cn a (j�N m °" HOME Iw, = CD z�n OFFICE c/) - I = Room Sq Ft 8338 - c.i w ~o of Light Req 6 67 Light Provided 2766 3'-0" 3'-0" Vent Req 334 r` 210 210 Vent Provided 1452 SC ,� SC LANDING I LANDING o LOT LINE SET BACK FIRE-RATING/SEPARATION I _ CLO ;' r S z a o NOT REQUIRED UNLESS SPECIFIED OTHERWISE o BEL CLO 6'-4 1 13'-4 1/2" u `` a a I 3'-5" ,3'-11" S-5" „ Q DUCT TIGHTNESS AND BLOWER DOOR TESTING ON-SITE N BY BUILDER AND CERTIFIED BY STATE TEST SHALL BE COMPLETED BY NU-TECH ENERGY SOLUTIONS CO i LLC., 102 LILLYPAD LN, HAWLEY, PA 18428 ---------- 570 490-3928 R O ONLY DH4066-2 m -MECHANICAL VENTILATION ON-SITE BY BUILDER 6'-3" 38 1/2"X 98 1/2" 25'-10" Y Y m m PER TABLE M15073.3(1) O � HDR:3-2x6 HDR:(3)-1.5"x Q ° a c) _ THE ON-SITE WHOLE-HOUSE MECHANICAL VENTILATION SPF#2 7.25" LVL o SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN 60 CFM PER TABLE M1507 3.3(1) CONTINUOUS HANDRAILS ON-SITE BY m m rn rn BUILDER SHALL COMPLY WITH R311 7 8 0 0 0 C4 C4 N 04 A 3" PIPE A MIN OF 12" INTO THE Q 1 i rn N CONDITIONED SPACE ON VENT PIPES 31032 \N\N BUILDER IS RESPONSIBLE TO SUPPLY AND HEATHERMS 2/15/2019 2: 06: 01 PM N INSTALL GAS LINE NOTES: 1. >k-DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 9'-0"CLG. 9.*ALL WINDOW HDR HEIGHTS TO BE 96"ASF* 2. 2X6 EXTERIOR WALLS 16"O.C. 6. STAIRS TO BE 81/4"RISERS AND 10"TREADS PBR 10. 3. 2X4 MARRIAGE WALLS 16"O.C. 7.MW CLG BEAM OVER LIV RM: 2-1.5"X9.25"LVL(PER SIDE)(STACK) 11. a 4. ROOF RAFTERS 16"O.C. 8.MW CLG BEAM OVER DIN RM: 3-1.5"X9.25"LVL(PER SIDE)(STACK) 12. a • a 0 o: cy OF Ne y = N N OMAS ,o 0- 3" RADON VENT �` 2" FUTURE VENT �,�� C� U Q 33'-0" * `t 2 * J N 15'-0" 22'-2° r a -c" •cc o 0 oar HDR @ 93" ASF HDR @ 93" ASF n ) i Lu ac PER: AX4816 cLc PER AX4816 ° `� (1) 2X10 SPF# (1) 2x10 SP �" Q N o [if0 CD 9-2 1/2" 6'-8 1 00 2'-0" o fLFESS10I— N O J - 00 0 U S/L N RE7905 Z > J 0 J BATH #2 �. o w co _ Ln o l " -BEDROOM #1 o BATH #3 STUDY o W o z M x- Room S Ft 84.68 cv a Z O I Room Sq Ft. 11332 a n O �' Light Req 6 77 I o } o w CD Light Req 9.07 oa S/L Light Provided. 11-19 5 0 00 I Light Provided 1119 N i Vent Req 3.39 m N Vent Req 4.53 CAI b m Vent Provided' 586 Vent Provided: 586 a 216 scN O __ n OMIT 0cv RE5836S N '-04'-11" 1' 6" 4 " 8'-6Cd PFS 0SPLICES a� CD LAB L SCT 0 SC =3 —2I r� 0 r CLG & WALL GYP J7'-11 1/2'- __CLG 'Mi�4s^ ACC i HALL N LL_ C PAN i LOW SLOPED WALL L—————— (� �i 22"x30" i RAILING BY m �; _R p OTHERSo 0 0 CD 0 v3 Ll /6 ' 216 o I LL o W o sC SC =lie w m cn BEDROOM #2 BEDROOM #3 d Q y z Room Sq Ft 10901 cV N N _ Light Req 872 Room Sq Ft 11167 1 a m CD Light Provided 11 19 Light Req. 893 I Vent Req 4.36 Light Provided 11 19 N Vent Provided 586 Vent Req 447 Vent Provided 586 216 3 0 �� 3-0 216 SC LANDING I LANDING SC 1) p j CLO - "' of CLOPFS . ¢ z Z a 7'-11 1/2" 3'-2" 6'-4 1/2" 0 3,-21„ABEL 9'-10" N a a N N Li 15'-7" - PX3636 HDR:3-2x4 Q a aY o = SPF#2 < rn rn rn rn 0 0 0 Q in On\tet � \N\ HEA'THERMS 2/15/2019 ° 2: 06: 01 PM 3 N 11 NOTES: 1. -DENOTES ADDITIONAL COLUMN IN BASEMENT 5. 8'-0"CLG. 9.*CHILD SAFETY LATCHES REQUIRED ON XX60 WINDOWS* 2. 2X6 EXTERIOR WALLS 16"O-.C. 6.MW FLR BEAM UNDER BED1/2: 2-1.5"X9.25"LVL(PER SIDE)(STACK) 10. 3. 2X4 MARRIAGE WALLS 16"O.C. 7.MW FLR BEAM UNDER BEDS/STUDY: 3-1.5"X9.25"LVL(PER SIDE)(STACK) 11. 4. ROOF RAFTERS 16"O.C. 8.PBR-DENOTES PER BUILDER'S REQUEST 12. °a 302 00 NE1NY zo (n N �Q�N�MAS O � � \ F 7) * 2 * L Y Qo 1 „ 3,_5„ 5,-4„ ; n�s► ° k "` W o2,_11 2,_8„ aN or CD.._0 ■■ .._.. .. ._ �� Q O X80526 '_ J ° ;I- r------ AjQ' pV Z w 00 �� i 0�ESS1�� o 0 a- BRACED WALLS DESIGN PER 2015 INTERNATIONAL_RESIDENTIAL BUILDING CODE ii D Z > C/) O o U Wall l Wall 2 Wall a Wall 4 Ln a a WIND SPEED/WALL CONSTRUCTION TYPE 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP _ N WALLLI_NESPACING 24 24 33 - 33 - MINIMUM PANEL NEXT TO DOOR 32 32 32 32 O o O ■ MINIMUM PANELNEXTTO WINDOW 27 27 27 27 N Z 0 ■ TOTAL LENGTH OF BRACING REQUIRED 10.60 10.60 14.20 14.20 w w 00 ' z & ao m Z 3 0 ADJUSTMENTS(perTABLE R602.10.3(2)) ■ Exposure/Number of Stories 1 1 1 1 Z Wall Height 0.95 0.95 0.95 0.95 Q ' Support Condition/Eave to Ridge Height 1 1 1 1 ' J ■ Number of Braced Wall Lines 1 1 1 1 ■ LU W N N ■ Bracing Lengths for Method GB 1 1 1 1 ■ J I- M I---nm TOTAL LENGTH OF BRACING REQUIRED AFTER ADJUSTMENTS 10.07 1 10.07 13.49 13.49. ' J d � �^ TOTAL LENGTH OF BRACING PROVIDED 14.34 23.17 14.01 18 CD o c c-o^co.M Compliant with Section R602.10 YES YES YES YES ~ v� cj ■ --------- cv N W P M 2L-- U o ' ----- --- (� Q a C3 ■ --------- U m o Z U) W Z W 2X6 r1r) r ■ � o An a N m a _ cf) LL- J A O0 > cn Q - i i 2 101I_00 _ .._. _.._ 4' 8" 14 -8 3'—10" - Z mm 3: aa0 = . - 33,_0„ o • 14- Food 0 N N \\\ 04 HEATHERMS 2/15/2019 2: 06: 01 PM N W 33 r Lo � z OF NES O F �P \NpMA'S ,c O,p o �� N * " J o ON 3'-2" 8'-10„ 3 F- M< o 0 ■ n ; 1 W z d 1 m U .0 < rl) ,o 080526 D Z Z o v w 00 Lc) BRACED WALLS DESIGN PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE R�FEssk _ o g 0- z Wall Wall Wall Wall O o WIND SPEED/WALL CONSTRUCTION TYPE 140 MPH CS-1AISP 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP 0- WALL LINE SPACING 24 24 33 33 _ W ' MINIMUM PANEL NEXTTO DOOR 35 35 35 35 ' D N M MINIMUM PANEL NEXTTO WINDOW 26 26 26 26 W o Ir) TOTAL LENGTH OF BRACING REQUIRED 5.805.80 7.60 7.60 W a o0 ' ADJUSTMENTS(perTABLE R602.10.3(2)) ' m ~ z ao U 3 O Exposure/Number of Stories 1 1 1 1 z Wall Height 0.9 0.9 0.9 0.9 Q Support Condition/Eave to Ridge Height 1 1 1 1 J Number of Braced Wall Lines 1 1 1 1 ^ Bracing Lengths for Method GB 1 1 1 1 W m Q r, TOTAL LENGTH OF BRACING REQUIRED AFTER ADJUSTMENTS 5.22 5.22 6.84 6.84 J cn Q ra w" TOTAL LENGTH OF BRACING PROVIDED 25.087 30.003 17.34 17.34 ^ eCD 0 a�� Compliant with Section R602.10 YES YES YES YES n II I UJ N � w cm O x i I N U n�a4 I I ^ I i iQ 55 c7 cn LUZ J ■ I r� t� d in V2 ■ -0 N J Ln Ln 0J > H Q 0 H - V) Q man L IIIIIIIIINIIIIII 10 1111111111011 2 4,_ „ 1 1 15 11 _ z Y Y m Q Q- a 0 31 4 _ o Hill I w 0 0 o N N N CH'RISO 2/12/2019 9: 37: 36 AM F 0 N 3 .4 } opo O OMAS 0 0 k ao CV r D { O O [C LL o Lu LL N r- WP 0_ cf) O I )rpp r� / Q z rloO CT I I� r-- ---i - 0, 0.5 G6 - `C/� Z CT GFI ori' GFI GFI A D o a -E( 05-11VIt1 GFI CUNT AFI MOUNT CT F CT Ro P O S ZRIZ — L'J� HORIZ S GFI _\OL _\i GFI fiESS�0N J JBOXINWALL'@ 66" ASF CT OMIT FIX ONLY Z, j. FOR ON-SITE WALL SCONCE CFM ID GFI I = O Q = z N 1 ADD'L O BATH #1 Lo GFI L U KITCHEN 7 xL = :DN I r-- -----n I I O w 0 rn 0 LIVING ROOM I I Iin CD GFI i 1 27" I z 00 ASF I C3 3 CT i GFI m 0 1 u 1 S — S S JBOX IN CLG FOR i___ __._moi 1 1 — I ON-SITE(P Loc LIGHT 1 i i PBR S3S3S3S3S ——J I w 1 L--------------------J ————J -------------------- , I laJ N N -------——————— O U Q wm� M 1 ------- s��`i --- sa----------------- s i ir, co --- ----� I O I I r-------- 1 DINING ROOM I I— 1� <C I II II L-M (n U a W 1 1 Ltn� ----------- L---- ----•--------) op LLJ w000i� N J F,5 a '0 1 1 JBOX IN CLG FOR JBOX IN CLG FOR cn I I TQ 1 I PULLJON-SITE TRACK LIGHT ON-SITE TRACK LIGHT-0 m > a o WIRE --i--lm -- o f LOC --------------- LOC u m o z _I o N PBR PBR I U W z w I I. 7 0 2x6 (� > >F S a m co LOCJ --------------- J LO -- C N Uj a m PBR-DENOTES PER BUILDER'S REQUEST 1 J8OX IN CLG FOR 1 PBRo-X IN CLG FOR HOME JBOX IN CLG FOR ALL CAN LIGHTS ARE 1179 IC/AT UNLESS I ON-SITE TRACK LIGHT ON-SITE TRACK LIGHT OFFICE ON-SITE TRACK LIGHT F----- J NOTED OTHERWISE 1 I PBR 50# LIGHT BOXES ALL BRANCH CIRCUITS SUPPLYING 15 AND I I I &) o J 20 AMPERE OUTLETS, AND SMOKECLO CLO L—— — - z a o DETECTORS IN KITCHENS, LAUNDRY RMS, I JBOX IN-FLR a — MNT. TO BOTTOM FOR BSMT SD BEDROOMS, FAMILY ROOMS, DINING ROOMS, LLQ— I OF LANDING LIVING ROOMS, PARLORS, -LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM OR AREAS , -4 CHIMES pg�� I GFI m SHALL BE PROTECTED BY AN ARC—FAULT xL ———————— XL CIRCUIT INTERRUPTER IN ACCORDANCE WITH ADD'L _ Q a a o SECTION 210.12, 2014 NEC o ALL 125—VOLT, 15-20 AMPERE RECEPS INSTALLED IN AREAS SPECIFIED BY 210.52 SHALL BE LISTED TAMPER—RESISTANT TYPE m m UTILITY, DISHWASHER, AND LAUNDRY GFI �J Q Lo m RECEPTACLES TO BE ON AFCI BREAKERS N ALL EXHAUST FANS SHALL BE VENTED TO CHRISO 2/12/2019 9: 37: 36 AMN EXTERIOR w a 4. 1 ' - 000 o = N cy OF NE tN o ALL CAN LIGHTS ARE 1179 IC/AT UNLESS NOTED OTHERWISEOMA" �,y�,p no U N z C7 W N O m ¢ o _jZ Z a¢ J CEILING 080526 O o- a FV-05- FOR RADON PUM of I QF o OFESS10 z > U I 3:0-) �— z z I 110C O = z o w 0_ J 0- a x I �z :E O :2mo r Qo _ N Ln GFI � M — 'DGFI BATH #3 I a= STUDY w cf)oBEDROOM #1 O WNZ f oZ a wo -11VK1 I o 0o I BATH 00 3 O CFM I I o �sl J x0 IL J ----I oo F mo O I s J -S L —_ � co N r PULL I SO WP TRIM ON-SITE I I L(a^M WIRE T. I O 1- w o I � U v� SS3 I W 4'o o is -----i I l HALL N J "2 a J 0 ATTIC JB JQmoo IJJ-------O u) W J � o � L� � O F_ •y z m I Iw Lu Ul a m cn BEDROOM #2 v I� I SD I BEDROOM #3 d Q N I L------- L 11s — IL i I - a CLO CLO' I Q z Z 0 I ~ 0 `` a Q m z Y Y O Q O 0 U LJ 000 I— N N N Q Lo m\ CHRISO 2/12/2019 9: 37: 36 AM 0 c� N CD 4.2 r 00 o N N - W ' O F En < o CN o 0 ---_------------------------------------=---- ------_ -----= cin o i Q Z01661 PLF Z Jo�o ------- ------ -------- — a ————————————— --------- ——— —— - z > I I I I o z I I I I => o • - I I • I I � W I I = o o Ln I I I I cn W o ,D CD I I I I a Z o co I I 4) I I - � - • I I _ o�� I I - 5'-1,. 7'-1" 3'-5" 3'-4" 7'-1 7'-0° I LI _ I I 756 PLFIF 756 PLF 756 PLF 756 PLF -756 PLF 756-PLF I Z N M I I I I I I I I —i a V,-CD 7054POUNDS —_ _ _ _ _ 8222POU S ~ � r� -_ — I� I I _ u� Q N g � v c, I I I I I I I____- —'' �------� L------J I I -J COLUMN REQUIRED COLUMNREQUIRED I I O HOLD DIMENSION -'r i HOLD DIMENSION 7054 POUNDS ,- 8222 POUNDS I I J I I NOTE: UNIFORM LOA ING LISTED IN ADDITION TO THE SPECIFIED POINT LOAD. I I m < I30"x30"x1 CONC. --------- I I U o Z I I FOOTER /3 1/2"' I` I I I Z w Z W I I DIA. LUMN m cn ----------CID L'- 1 �„ Ia I I ------ 15'-7" --- II ------ -- --------- I I I I COLUMN REQUIRE I �TAIR SUPPORT I cri J Lao I I 8" MINIMUM CONCRETE WALLS I I --- I (AL ——— U Q =--------------- ---- ------ , 1661 PLF I L---- -------—————————————————————————————————————————————————J m Q d a mo FOUNDATION TO BE DESIGNED BY A LICENSED NYS DESIGN PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS PLAN IS ONLY MEANT TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO THE DESIGN s o mc� FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. PROFESSIONAL SO THE FOUNDATION DESIGN IS COORDINATED WITH THE- Q PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY REQUIREMENTS OF THE MODULAR BUILDING. THE DESIGN PROFESSIONAL TO ADD LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. ALL PORCH AND OR- DECK FOOTER SUPPORTS -ON THEIR LOCAL APPROVED PLANS. CHRISO 2/12/2019 9: 37: 36 AM N NOTES: 1. PERIMETER -RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6" O.0 _ 5 MAX. ANCHOR BOLT SPACING: 6'-0" 0 C. 2. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE (4'-0" 0 C. MAX IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH VASD/130 VOLT) 3 CONCRETE COMPRESSIVE STRENGTH. 3000 PSI 6. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION a5 4. M OR S TYPE MORTAR TO BE USED AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. a 00 ' > LL0 Fz LL � O ¢ RIDGE VENT = N N w ASPHALT SHINGLES W/ SELF-SEALED STRIP SHALL F KE o COMPLY W/ ASTM D225 OR ASTM D3462 MFR TO FASTEN V Y Ln W/ 6 FASTENERS TO COVER ALL WIND AND HEIGHT REQUIREMENTS NOMAS O u Y Q 0 S/L SHEATHING C 'OF -j S NAIL w/8d NAILS 15# FELT PAPER ANO F2 * O o O Q r @ 2 O.012 7/16 RATED OSB ROOF SHEATHING r Q W D-' 1n i.r) Z 7 QZ � O ICE SHIELD EXTENDING FROM THE EAVES EDGE TO A 7/12 RAFTER ROOF Q 16" 0 C m J 00 POINT AT LEAST 24" INSIDE 8Q52 I� O o ~ 0 F- THE EXTERIOR WALL LINE OF BUILDING O G U R-38 FIBERGLASS INSULATION W/VAPOR BARRIER O J qo)liEF`SS,O > Z 2" AIR SPACE PROVIDED BY BAFFLES O p AT EVERY OTHER RAFTER 1- p = z Z SPACE ALL RAFTER MODELS a_ J a- J Q 2X6 SUB-FASCIA Q N VALUMINUM FASCIA 311H Ln VINYL VENTED SOFFIT = I-_ w3" COMPRESSION STRIP O o O 1 C 1ll 5/8" GYPSUM CEILING SHEATHING C() w o p DOUBLE 2x6 TOP PLATE (STUD GRADE) 0 Z O 2X4 DBL. TOP PLATE (STUD GRADE) o } o o ASTEN 2ND FLR FLOOR Z R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER m o 1/2" GYPSUM WALL SHEATHING PERIMETER Q _ 2x6 STUDS 0 16" 0 C (STUD GRADE) TO 1ST FLR CLG �-- THERMO-PLY STRUCTURAL SHEATHING OR 7/16" OSB WATER RESISTIVE BARRIER PERIMITER w/16d NAILSl w 2X4 STUDS @ 16" 0 C (STUD GRADE) VINYL CLAD SIDING BY BUILDER @ 16" O C 7/16" OSB EXTERIOR WALL SHEATHING 2X4 SINGLE BOTTOM PLATE (STUD GRADE) W N N 5/8 BOLT @ 48" 0 G OR z p 2x6 SOLE PLATE STUD GRADE M 3/8" LAG @ 32' 0 C O C SINGLE LAYER 3/4" OSB FLOOR SHEATHING n w FIELD INSTALL SHEATHING STRIP TO BE FASTENED ALTERNATING SIDES C) Z x a°°m (LAG MUST PENETRATE 1" w 2x10 SPF#2 @ 16" OC O O — �C= INTO LAST MEMBER) 2x10 PER BAND W/2X6 CLG JOISTS 16" 0 C N In "D11 R-30 FIBERGLASS INSULATION ATTACH TO PERIMETER U <,m zco 3" COMPRESSION STRIP W CEJ C.4 11 Z 3/8'x10" LAG SCREW @ 32' 5/8" GYPSUM CEILING SHEATHING (/) 0 C ALTERNATING SIDES DOUBLE 2x6 TOP PLATE (STUD GRADE) LAG MUST PENETRATE 1" OF 2X4 DBL TOP PLATE (STUD GRADE) m Z Z INSIDE PERIMETER / • R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER (n o 1 2 GYPSUM WALL SHEATHING O Fn z lNi ` w THERMO-PLY STRUCTURAL SHEATHING OR 7/16" OSB 2x6 STUDS 16° 0 C (STUD GRADE) I � w w LL o Lu / � = Z3 >E Z WATER RESISTIVE BARRIER C� 0- m U) z w 2X4 STUDS @ 16" 0 C (STUD GRADE) VINYL CLAD SIDING BY BUILDER C) O 7/16" OSB EXTERIOR WALL SHEATHING N ® rn 5 N < 2X4 SINGLE BOTTOM PLATE (STUD GRADE) z r U 2x6 SOLE PLATE STUD GRADE J Jw ¢ A SINGLE LAYER 3/4" OSB FLOOR SHEATHING II II w B FIELD INSTALL SHEATHING STRIP TO BE FASTENED _ r (J� TOP OF SILL PLATE m X10 SPF#2 16" 0 C FLR JOIST CAULK IN-FIELD S/L SHEATHING. 8" MIN R-19 FLOOR INSULATION TO COMPLY WITH RESCHECK DBL 2x10 SYP#2 PERIMETER BANDS (PER MODULE) J' AND INSTALLED ON-SITE BY BUILDER 2x2 LEDGER OR JOIST HANGER (MMLU28) NAIL w/8d NAILS m 2x6 TREATED SILL PLATE 3 1/2" MIN DIA STANDARD I 1n o r STEEL PIPE COLUMN PROVIDED J 0 @ 2' O.0 m 1/2" DIA x 17" ANCHOR BOLTS WITH 15" ¢ U BY BUILDER CONTRACTOR Q z Z of EMBEDMENT IN CMU AT 6'-0" 0 C O - 1/2" CONCRETE EXTERIOR PARGING H L� .a Z � COVER W/BITUMINOUS COATING O OPTIONAL BASEMENT WALL INSULATION WHERE PERMITTED U w FOUNDATION WALL BY BUILDER m PLANS ENGINEERED FOR Z 8" TO 12" THICKNESS z 1' a- C) G Q d Q U ON-SITE BY OTHERS C W #4 REBAR CONTINUOUS "04" GRAVEL BED4" PERFORATED DRAIN TILE 4\ MIL POLYETHELENE VAPOR BARRIE FOOTING ON-SITE BY OTHERS 12" CONCRETE FOOTING BY OTHERS TOE NAIL PERIMETER FOUNDATION IS "TYPICAL" ACTUAL FOUNDATION TO BE DESIGNED BY SITE ENGINEER Q L m * N TO SILL PLATE cq� w/16d NAILS @ 6" O.C. CHRISO 2/12/2019 9: 37: 36 AM N W 6, Q _ y a . 00 O Q r = m V) w OF NEY 0 pOOMAg �FO,p U Y < oN o 0 r 4 < M "' o ul Of m Q 0 0 ?7 z d- oJ � 0 A 080526 �� o " v � RoF7Es sloNP z 0 > 0 o = Z J :2 O W Q = L N o p r Q W Z a. Q z 00 m3 m 0 W cj W M SHIPLOOSE (2) 3/4" x 5 1/2" i co STRIPS PACK RIDGE AS NEEDED Elf Y U 1 o� A�k ''nn ~X mW U!A V J� w m J0 lil v T O jw 2x4 SAS#2 N1 j �aMELLl 2x2 0 M Uw o z 2x6 SPF#2 ~ co z M 12 �< Q J W d m am 0 C) cnBks D d , SOF x in xr c~n 3'-6 3'-6" 8'-6 m o " z 0 2x8 SPF#2 2x8 SPF#2 0 12'-0" 12'-0" Lij o Q o 24'-0" o w c� d r uw 712 LVL � X� IENNU EQUAL SPACES LOADED BEAMS � -0° � z 2-PLY BEN/ J-PLY MAN 1-PLY BEAU O F .. E C D 0.131.3•NAILS 0.111.7 NNS SAIL 0 GMEWS In J o0 F FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS- 0 0 12 H LL o 7�:. I 2- AND 3-PLY MEMBERS NOTES 1n o 12" OR LESS x 1.5" MEMBER BEAMS- -FOR 1 75" THICK MEMBERS, USE 0131"x35" NAILS IN PLACE [if LATERAL BRACING REQUIRED FOR LVL 18" USE (2) ROWS OF 0131"x3" NAILS @ 8" 0 C OF 0 131"x3" NAILS Q Z zCD AND GREATER 14", 16" OR 18" x 1 5" MEMBER BEAMS -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN > j W ao 2X4 LATERAL BRACING PER USE (3) ROWS OF 0 131"x3" NAILS @ 8" 0 C CONNECTING MULTIPLE PLIES OF LVL. 00 RAFTER 20",22" OR 24" x 1 5" MEMBER BEAMS -SIMPSON SDW WOOD SCREWS : 3-16d NAILS USE (4) ROWS OF 0131"xY NAILS @ 8" 0 C -SIMPSON SDS WOOD SCREWS z EACH END -USP WS WOOD SCREWS O o -FASTENMASTER TRUSSLOK WOOD SCREWS 0 = Z 4-PLY MEMBERS -IF THE FASTENER POINT PENETRATES A MINIMUM OF 75% OF J � W/SHEATHING 16" OR LESS x 15" MEMBER BEAMS O THE 4TH PLY OF THE BEAM, THEY MAY BE APPLIED FROM ONE Q = N USE (2) ROWS OF APPROVED SCREWS @ 24" OC W/O SHEATHING J SIDE OF THE BEAM, OTHERWISE, THE FASTENERS MUST BE __fm 16" TO 24" x 1.5" MEMBER BEAMS APPLIED FROM BOTH SIDES AND STAGGERED USE (3) ROWS OF APPROVED SCREWS @ 24" 0 C. -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES, OTHERWISE, w o O USE CONNECTIONS FOR SIDE LOADED MEMBERS W N 0 -FASTENING SPACING IS FOR EACH ROW STAGGER SPACING z o 00 M KBETWEEN ROWS OF FASTENERS m L NOTE: NEW YORK STATE; SUBSTITUTE 20g. STRAPS FOR 26g. STRAPS EVE FASTENING EQUAL SPACES SIDE LOADED BEAMS 2'� B A OE • • • • • T-0.Y�} }0.Y 11,11MRY BE-Al UJI�N W � O / • � ^ M W �\ O Y CL M / �/ L \ • 0131•.Y ON 0.131•x3.ON 1/1•fiQ15 Q ED 0162•.15•NAILS 0162•x35•NAILS � N p SOF NEWS cn O y�"a ED_. FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS. �Q.O tNOMA$ 0 N W N o Z —2 6 (2) 1.5" MEMBER BEAMS' ,� tom% * � Z A=2-16d NAILS C=2-8d NAILS E=2-16d NAILS -USE (3) ROWS OF 0131"x3" NAILS @ 12" OC (575 PLF MAX UNIFORM LOAD) * Q B=10d NAILS @ 19' O.C. ALT: C=1 1/2"X26 GA F=10d NAILS @ 19"O.0 -USE (3) ROWS OF 0131"x3" NAILS @ 6" OC (1,150 PLF MAX. UNIFORM LOAD) r- cc m z o RIDGE STRAP W/2-1 Od (2) 1 75" MEMBER BEAMS' m 1, Ci W Z W NAILS EACH END -USE (3) ROWS OF 0.162"x3.5" NAILS @ 12" O.C. (845 PLF MAX UNIFORM LOAD) U >m D=3-16 GA. STAPLES M=1—CS20 STRAP W/ -USE (3) ROWS OF 0162"x35" NAILS @ 6" OC (1,690 PLF MAX UNIFORM LOAD) 080526 l�, n° m (3) 1.5" MEMBER BEAMS' 7-10d NAILS EACH END -USE (3) ROWS OF 0131"x3" NAILS @ 12" OC (431 PLF MAX UNIFORM LOAD) A9OpEsslo N Af] N OR -USE (3) ROWS OF 0131"x3" NAILS @ 6" OC (863 PLF MAX UNIFORM LOAD) ° m 10-16D THROUGH -USE (3) ROWS OF 0131"x3" NAILS @ 4" OC (1,294 PLF MAX UNIFORM LOAD) DECKING EACH SIDE (3) 1 75" MEMBER BEAMS. G=7-16d NAILS J=3—6 d NAILS -USE (3) ROWS OF 0.162"x3 5" NAILS @ 12" 0 C (635 PLF MAX UNIFORM LOAD) H=2-16d NAILS K=12-16 GA. STAPLE USE (3) ROWS OF 0.162x35 NAILS @ 6" OC (1,270 PLF MAX UNIFORM LOAD) 1=6-10d NAILS (26g STRAP) L=16d NAIL 12" O.0 (ON—SITE) (4) 15" OR 175" MEMBER BEAMS' -USE (2) ROWS OF 1/2" BOLTS @ 12" 0 C (580 PLF MAX UNIFORM LOAD) (A 1/2" BOLT -USE (3) ROWS OF 1/2" BOLTS @ 12" 0 C (870 PLF MAX. UNIFORM LOAD) o -1 o a O M Q Z � OF- U a- O — J NOTES. 0131x3•NMS(15'ucuarns) � -VALUES APPLY TO COMMON A307 BOLTS BOLT HOLES MUST BE THE SAME 0131•x15•NAILS(125•UQISENS) • DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT • O HEADS AND NUTS -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM 6 } -7" WIDE BEAMS MAY NOT BE LOADED FROM ONE'SIDE ONLY THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED 1 Y m0 m O - _ _ _ -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE BUILT ST COLUMN a a _ FASTENING M O © (BEAM STICKS UP IN ATTIC) 00Fc *EXTERIOR AND MATE—WALL UPLIFT CONNECTION: (3) 16d NAILS TOENAILED THRU B.C. INTO BAND PLUS Q N ��� �C'I CN � (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD. N OR 1 1 211x26 GA.STRAP W/3-10d NAILS EACH END BAND AND STUD HEATHERMS 2/15/2019 2: 06: 01 PM N CD W 8A a a 00 L(7 o N N W 0 O N /\ d" U Ja ON O 3 O CO L, O LLJ O 11'-4" ? o 0 FASTEN KING STUD TO HEADER WITH 6 16D SINKERS :::::::::::::: : : ; J Z °z O N HDR:3-2x12 Q O FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SPF#2 z ............... . . . 00 CO SINKER NAILS AT 3" 0 C (TYP) FASTEN SHEATHING TO HEADER WITH BD p o LL cr� TENSION STRAP PER TABLE 602 10 6 4(ON OPPOSITEO J SIDE OF SHEATHING) COMMON OR GALVANIZED BOX NAILS IN 3" Q L1J MIN �" WOOD STRUCTURAL PANEL SHEATHING GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE z BRACED WALL LINE CONTINUOUSLY SHEATHED WITH O � � R602 10 6 4 ON BOTH SIDES OF OPENING 1- z p = z WOOD STRUCTURAL PANELS � IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER OPPOSITE SIDE OF SHEATHING (CS20 J a LL_ W 14-tOd NAILS � O 2 w AND BE NAILED TO COMMON BLOCKING WITHIN THE ) Q = In MIDDLE 24" OF THE PORTAL LEG HT, ONE ROW OF 3" : MIN DBL. 2X4 FRAMING COVERED WITH MIN = � L0 o Z OC NAILING IS REQUIRED IN EACH PANEL EDGE _8" g" THICK WOOD STRUCTURAL PANEL p = O MIN DBL 2X4 POST(KING AND JACK STUD) NUMBER-/ SHEATHING WITH 80 COMMON OR Ocf) w GALVANIZED BOX NAILS AT BLOCKING, AND z F__ PER TABLES R6027(1) & (2) SILLS) TYP w '^ CD CD Q U W MIN LENGTH OF PANEL PER m 5 3 0 _ TABLE R60210 5 Cn :. .. .. .. . . . (n •'. '• '• • • • •'• • • ' ' NAIL SOLE PLATE TO JOIST PER Z �j t ... .. .. . . . . ... . . . . .. TABLE R6023(1) O WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO U OVER RAISED WOOD FLOOR-OVERLAP OPTION TOP OF BAND OR RIM JOIST OF NEW (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) uj �pMAS y0 �co `r nm � L<' Yd eco O o 11'-4" W o Z � LSI 0 rn N U a HDR:3-`Lx12 FASTEN KING STUD TO HEADER WITH 6 16D SINKERS U N X80526 Q,= (� W SPF#2 FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D D Q O '�R PV z F O m FASTEN SHEATHING TO HEADER WITH 8D SINKER NAILS AT 3" 0 C (TYP) Z LL O �$S' N z zLD z TENSION STRAP PER TABLE 60210 6 4 (ON OPPOSITE � U o L z w COMMON OR GALVANIZED BOX NAILS IN 3" � GRID PATTERN AS SHOWN SIDE OF SHEATHING) Z _j LLJ U o co o ti MIN J" WOOD STRUCTURAL PANEL SHEATHING U Q f > > HEADER TO JACK-STUD STRAP PER TABLE F___ 0- m W� BRACED WALL LINE CONTINUOUSLY SHEATHED WITH U R602 10 6 4 ON BOTH SIDES OF OPENING WOOD STRUCTURAL PANELS (� OPPOSITE SIDE OF SHEATHING (CS20 IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER U N Z3 W114-1Od NAILS) AND BE NAILED TO COMMON BLOCKING WITHIN THE � a- a m MIN DBL 2X4 FRAMING COVERED WITH MIN MIDDLE 24" OF THE PORTAL LEG HT, ONE ROW OF 3" THICK WOOD STRUCTURAL PANEL 4'-'.' 0 C NAILING IS REQUIRED IN EACH PANEL EDGE O Z LLJ SHEATHING WITH BD COMMON OR MIN DBL 2X4 POST(KING AND JACK STUD) NUMBER = O GALVANIZED BOX NAILS AT BLOCKING, AND SILLS) TYP PER TABLES R602 7(1) & (2) U (— p Q U MIN LENGTH OF PANEL PER O W TABLE R602 10 5 _ _ :. 0 NAIL SOLE PLATE TO JOIST PER • • • ' ". . • .• •• ' ' ' W (n z a o TABLE R602 3(1) . . . . . . . .. . . ... .. . . . 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Door 38 1/2"x98 1/2" 105 3/4" 26.34 14.07 19.7 0.27 0.03 U o 0 0 0 � o Interior Door 11 (2668) Interior Swing Door Solid Core 32 1/4"x82 3/4" 88 3/4" 18.53 0 0 0 , o Of ro Interior Door 2 (2068) Interior Solid Core Swing Door 26 1/4"x82 3/4" 86 7/8" 0 0 0 0 ¢ = o 0 o w ao Interior Door. 3 (2668) Interior Pocket Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 0 U J a D Window 2 SP Viwinco Awning 4816 48"x16" 50 5/8" 5.33 2.22 3.78 0.29 70 0.24 0 = Z Window 4 SP Viwinco S Series Double Hung 4066-2 . 80"x66" 103 3/4" 36.67 25.02 13.12 0.29 50 0.37 Q o = N Window 1 S SERIES SP 3636 Picture 36"x36" 50 7/8" 9 9 0 0.27 555 0.42 0 0 a cn w Z Window 4 SP Viwinco S Series Double Hung 4060 40"x60" 72 1/8" 16.67 11.19 5.86 0.29. 45 0.37 X W W- CO COZ 10 Window 1 SP Viwinco Awning 4818 48"x18" 51 1/4" 6 3.22 4.78 0.29 50 0.24 m U 3 Window 1 SP Viwinco S Series, Double Hung 3248-3 96"x48" 107,3/8" 32 18.79 9.95 0.29 35 0.37 V) w ^ D W N N Kn^M N�n f0 �NpMAS O O Y a sco c�crn w O C? m 0 < Z z_ A� X80526 P�� UW Z W 0�EssioN o W1 _ m U) _ - O a m a O 0 C J > H Q O " - - Q O a - - (/1 U Q m zY Y m Qd 4 O 0) T -O 0 Q LO O \N N CHRISO 2/12/2019 9: 37: 36 AM UjtoN . a 2'-3" E MAR 1 2 2020 wN E- at A � _ zY LD 1 zZ �W A � V) z O A x EXISTING X o ; � N RESIDENCE ❑ ❑ ❑ WHITE VINYL COATED �7 4"X4" POSTS & RAILING SYSTEM 9'-9" 10' -2l'-9" V-3' WOOD LANDING AND STEPS 5/4"x6" MAHOGANY DECKING & STEPS :y UP 3 RISERS ® 8" - ., !Rol OT -ci LA FIRST FLOOR- 1L S.C.T.M. 10054- 2 04 N # 0 SCALE: 1/4" l'—O» LANDING & STEPS FOR THE HOYT RESIDENCE 13595 SOUNDVIEW AVENUE TOWN OF SOUTHOLD, NEW YORK WJS DESIGNS-WILLIAM J STEINBRECHER SOUTHAMPTON, N.Y. 516-729-2925 02/27/20 'r- U P 2'-6'�i� (2)2"x10" AOC GIRDER ANCHORED TO 6„ CONCRETE SONOTUBE La ACO IJ ® 16" 0 C c� 0 F- d w 5'-6" EXISTING 2"x4" ACO BEARING BLOCK ATTACHED TO STRINGER ON 6' 12"x12"x6" FOOTING 89 -039 12" CONCRETE FILLED SONOTUBE BASEMENT 2'x8" FLUSH AOC LEDGER BOLTED TO BOX JOIST UP UP LANDING �. O 2"x8" FLUSH AOC 6' 2"x8" ACO FJ 6' 2'-6" LEDGER BOLTED OIST @ 16" 0 C. Qf "N� (2)2;x1AOC GIRDE ANCHORED 0/1 12" CONCRETE �IQTI IRF FILLED SONOTUBE S.C.T.M.# 1000-54-02-04 STEPS TO GRADE LANDING & STEPS FOR THE HOYT RESIDENCE 2"x4" Aco BEARING BLOCK ATTACHED TO S ON 5SOUNDVIEW AVENUE 12x6" FOOTING FOUNDATION PLAN TOWN OF SOUTHOLD, NEW YORK SCALE: 1/4"=V-0" WJS DESIGNS—WILLIAM J STEINBRECHER SOUTHAMPTON, N.Y. 516-729-2925 02/ -LO• -- --------------- 33' -- - - BILCO DOOR S B* WIDE 7'-10"BILCO I _ - - ( ¢/R"x18" ANCHOR BOLTS 9 48' 0�, CONCRETE WALL BILCO7'-�0» TIE 'DOWN ,TRAP DETAILS ENTRY 7 :.,TM -- , QRS NOT MORE THAN 128'-0" HIGH B"x15" REINFORCED CONCRETE ENTRY ENDS OF EACH SILL FOUNDATION WALL FOOTINGS W/ (2)#4 REBAR FOR MODULAR BUILDING DROP WALL +/-8" PROVIDE TERMITE SHIELD NOT TO SCALE _-_-- __— FIELD VERIFY OVER SILL SEALER ` FINISHED GRADE UP ! 2'--6" �' / PROVIDE LAUNDRY —1 I 2'-6" I I NSULATED, HOOKUPS FUR - 6'x15' CONCRETE ENERGY , WASHER & DRYER REINFORCING PIER ° < DOOR 0 0 ---— 1 F3—5 -- —4�" 11 —10 00 0 ° ROUGH n a ROUGH ° o 'MASONRY 04 �.Ir. MECHANICAL AREA MASONRY ' ° ° OPENIT;C a PROVIDE 'X/ABOVE MECHANICAL AREA 8- FIRECODE GYPSUM BOARD OPENING 0 F: 0 00 j, 10' 8 8- ' -- 0 " BASEMEN 10'—I I8" o o NA IU PORTON y, ° o 4" CONCRETE SLAB OVER 0 0 `? \,--6* CLEAN COMPACTED SAND 00 c T i l o ALL POURED CO�CRETE TO BE :5000 PSI STREIIVV TH 0 28 DAYS �. 24' 1 �" o....... ' FLUSH GIRDER SY — � " � 1 ' 24' SPAN I DULM7OIvAN s, L —_. _J L_ _— J L ___ J L — J L J LEER, _ F3"x15" CCI.RETE Z. r- - - - -I 3_1/2` STEEL LALLY 0"x1 S" CONCRETE ' :•' TM�M REIN�ORC!.,PiLR 'x �._- _._ ___� COLUMN ON 30"x30"x12' REINFORCING PIER •. ' MpX I o_ \\ ,� CONCRETE FOOTING TYPICAL 30' MIN. '+•. \\\\ /';-- LINE #4 1 REBAR .:i r' 21 r jh I /• >- UP 10'-8- LENGTH •. 4 ;�, �y .. - N SHEAR -- --i - --- •,'" : :. i :• CONE _ —1 --11 —i - — -- ---REDAR cc BAS VENT STAIR TO BE ::.: .. . BUILT ON SITE BY-aUlM `� , y''•�l I l 12" MIN. r -! _ TAIR OPENING W/ o MIN, Z I I •� ROUGH REBAR ROUGH o ✓ ' FROM LENGTH 'MASONRY ro 0 — _ I —_ MASONRY ' ' CORNER OPENING ! 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