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Home My WebLink About43877-Z �Q�DgUFfQt,�Cp�, Town of Southold 3/13/2020 P.O.Box 1179 ., 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41140 Date: 3/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 475 Daisy Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-42 Subdivision: Filed Map No. Lot No. conforms substantidily to the Application for Building Permit heretofore filed in this office dated 6/17/2019 pursuantto which Building Permit No. 43877 dated 6/17/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT ENTRY, REAR DECK, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Psyllos,Evangelia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0002 07-20-2019 ELECTRICAL CERTIFICATE NO. 18-46783 12-12-2018 PLUMBERS CERTIFICATION DATED 09-04-2018 Tkomas ro uriz d ignature r ..FF04- TOWN OF SOUTHOLD o�osuFfoi cow r �� my BUILDING DEPARTMENT N $ j TOWN CLERK'S OFFICE y�0• �� ;r SOUTHOLD, NY 0 rw 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#: 43877 Date: 6/17/2019 Permission is hereby granted to: Psyllos, Evangelia 30 Blenheim Dr Manhasset, NY 11030 To: Construct new single-family dwelling as applied for per SCHD approval. Replaces BP#41513. At premises located at: 475 Daisy Rd., Mattituck SCTIVI # 473889 Sec/Block/Lot# 106.-8-42 Pursuant to application dated 6/17/2019 and approved by the Building Inspector. To expire on 12/16/2020. Fees: PERMIT RENEWAL $1,364.10 Tota : $1,364.10 Building Inspector SU�Fnt,r. TOWN OF SOUTHOLD BUILDING DEPARTMENT .0 TOWN 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#: 41513 Date: 4/10/2017 Permission is hereby granted to: Psyllos, Christine 23-58 26th St Astoria, NY 11105 To: construct new single-family dwelling as applied for per SCHD approval. At premises located at: 475 Daisy Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-42 Pursuant to application dated 3/17/2017 and approved by the Building Inspector. To expire on 10/10/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,542.00 CO -NEW DWELLING $50.00 Total: $2,592.00 Bu 'ns pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL - 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ✓ 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. ✓� 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 AP 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 [11 Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ��..JJ Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: V1 Old or Pre-existing Building: (check one) Location of Property: ! 7 1 Q- MA-11-7 1 TOC-9- House No. Peel Hamlet Owner or Owners of Property:es)(U-65 c446 �L Suffolk County Tax Map No 1000,Section l G Block Lot Subdivision 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: $ k - Applicant Signature Certificate of Compliance ... . ..................... ................. ................... ................. .................................... . ............................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................... .................. .............. ............................................. .................. CERTIFIES THAT Upon the application of Upon premises owned by Advantage Electric Inc. Evangelia Psyllos 687 Broadway 475 Daisy Road Massapequa , NY 11758 Mattituck, NY 11952 Located at: 475 Daisy Road, Mattituck, NY 11952 Application Number#: 18-46783 Certificate#: 18-46783 Electrical License#: Section: Block: Lot: Building Permit#: 41513 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 200 Amp OH Service Equipment and Pre-Fab House A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of December 2018 Name QTY Exhaust Fan- 15 Amp, 120V 4 Switch - 15 Amp, 120V 68 ARC-Fault-20 Amp, 120V 10 GFI Receptacle- 15 Amp, 120 V 9 Duplex Receptacle- 15 Amp, 120V 55 Incand. Fixture- 15 Amp, 120V 50 Meter-200 Amp, 240V 1 Combo Smoke& Carbon Detector- 15 Amp, 120V 2 Electrical Inspector:Anthony Giordano AVdCAQ N/ 'a.APPROVED o` This certificate is not valid unless raised seal is present. Certificate of Compliance _................................................................._........................................ .................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................7..... .......... .........._...................................................... ..................................................... CERTIFIES THAT Upon the application of Upon premises owned by Advantage Electric Inc. Evangelia Psyllos 687 Broadway, 475 Daisy Road Massapequa , NY 11758 Mattituck, NY 11952 Located at: 475 Daisy Road, Mattituck, NY 11952 Application Number#: 18-46783 Certificate#: 18-46783 Electrical License#: Section: Block: Lot: Building Permit#: 41513 Name QTY ARC-Fault- 15 Amp, 120V 8 Dishwasher Circuit-20 Amp, 120V 1 Dryer Receptacle/Circuit-30 Amp, 240V 1 Furnace'Circuit- 15 Amp, 120V 1 Paddle Fan- 15 Amp, 120V 2 Service Disconnect-200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 3 Electrical Inspector: Anthony Giordano `p�ua�uunurng�iri� OF SAPPROVEDo_ This certificate is not valid unless raised seal is present. DEC 1 9 2010 C;�,r��J i�r a i'•Y`.ter��,�R,r ��yy - Sol/ 'z Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BOLDING DEPARTMENT.' TOWN OF SOUTHOLD DEC 2 7 2018 TOWN OF sOUTI10.LD CERTIFICATION Date: L Building Permit No. '(11,5-13 Owner: 4'v&w.t-pfe- (Please'print) Plumber: O nn I(6(zo (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ign (P lu&)AsSignature) Sworn to before me this day of 20—)L 1111�of v6 Notary Public, ,JCOUnty�&LK- PHYLLIS M.LADONNA Notary Public,State of Now York No.01LA4811639 Qualified in Suffolk Coun't Commission Expires December- NEW YORK BU.11DIN'G TECHPIO LO"GY GROUP. Affidavit Of 2015 IECC Compliance Date: 11/14/2018 Inspection Address: 475 Daisy Rd, Mattituck NY 11952 This is to Certify that on 11/14/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 33551 1 Blower Door Test Result: Conditioned Volume: 1 29443.51 1 Leakage in ACH50: 2.1 3 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Down Leakage CFM@25: 54 Supply R-value: 81 Return R-value 8 System 2: Up Leakage CFM@25: 41 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: lReturn R-value Total Combined Leakage: 95 CFM@25 Leakage Limit: 126 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance:I I PASS Signature of Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis' - Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc,and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com D DEC 2 7 2018 u NEYVYD�,k B 0,11 D[NG |`�scHwo�o�, /oxo'v'' �3DIE,'[�� TOWN OF SOLTMOLD Affidavit Ot2015 |2CC Compliance Date: 11/14/2018 Inspection Address: 475 Daisy Rm[ Mattituck NY 11952 . ' This btoCertify that on11/14/2O1O the above address has been tested inaccordance with the provisions of the 2015 |E[C as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1D27and meets the minimum standard of: Conditioned Floor Area: ___ 33551 I Blower Door Test Result: 1055 Conditioned Volume: 1 294-4-3.51 1 Leakage in ACHSO: 2.1402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction ,test inaccordance with Appendix AofNational Home Energy Rating Technical GidaUneoandASHRAE1SZ, and meets the minimum requirement of: F<4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Down Leakage CFM@25: 54 Supply R-value: 8 Return R-value 8 System 2: Up Leakage CFM@25: 41 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value:' lReturn R-value Total Combined Leakage: 951CFMT15 Leakage Limit: 1261CFM@25 I *** EXCEPTION-All ductwork and air handier is located within the building thermal envelope. Signature of Certified 0ESNETHERS Rater: HERS QAProvider: Performance Systems Development 1%4Brindley Street, Ithaca NY14QSO Provider|D#: 199Q'O7J Cindy Zeis ifi:ation #4337401 607-377'6340 Notice oCindependent Status.Aoper the requirements the%0l5Building Code of NYS, New York Building Technology Group Inc. _ and/or it's Inspectors(Ruteo0are not and shall not hoowned,controlled by,o,have shared fiomucidinterest with the owner oCthe project, the General Contractor,the subcontractors,or any entity responsible for the construction or managementofany project inspected 6ythis agency.lfurther certify that u,independent third party Inspectors(Rato,$),New York Building Technology Group Inc.and its employees shall avoid conflicts ofinterest with regard ooits professional activities. 1S9Route 25A^ Bldg 1Suite B, Miller Place, NY 11764 ' Telephone: G314QSO3D9 Fax: 631SO94S3D Emoi|: NY8TGTQ@8mai|.com New York Building Technology G <, 159 Rt.25A, Bldg. 1 Su NEW YORK . m� IB U I L D I N G Miller Place, NY 1' t o 0 N o 6 0 Y GAO1FV Tel.(631)495-0289 Fax(631)389-: Combustion Safety Testing Form Certified Home Address: 475 Daisy Rd City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Long Island Modular Homes Inc. Builder Tracking#: Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms rf more than one CAZ or rf home has multiple heating systems or water heaters) Date of Test: 11/14/2018 Outdoors Temp During Test: 39 OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary:Yes x No Type-Furnace x Boiler Heat Pump Other E tcienc Fuel eZ Denting Tvne3 Drat swag e S ills a CO CG (Circle T Pascal (Worst Case atural (Worst Case Natui Rating:95 AFUE N P X 0_E_ N V M SX NA Pa. Pass X Fall Pass x Fail NA PPM NA I Primary:Yes x Type: Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No Instantaneous x Commercial (See Note S below) (Gallons) Stand Alont E tcienc Fuel Tvnez Denting Tvve3 Drat Sip llage Spillage CO CL Pascal (Worst Case (Natural) (Worst Case Natut EF: 95 N P x 0 E N M SX NA Pa. Pass X Fail Pass X Fail NA PPM NA I Oven Oven is Electric or No Oven Exists iYJ Oven Range Hood Vented to Outside Yes_ No Oven CO NA PPM I Ambient CO(During Oven CO Testing) NA PPM [Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump,COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane 0=011 E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmosphenc PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: `�(�, `� Rater Number: Rater Signature: Date: Nov 28, 2018 New York Building Technology G 159 Rt.25A, Bldg. 1 Su NEW YORK .;, �13UiLC)ING Miller Place, NY V M r t c ai M a a c v Tel. (631)495-0289 Fax(631)389 caauv Combustion Safety Testing Form Certified Home Address: 475 Daisy Rd City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Long Island Modular Homes Inc. Builder Tracking#: Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms ifmore than one CAZ or ifhome has multiple heating systems or water heaters) Date of Test: 11/14/2018 Outdoors Temp During Test: 39 OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary:Yes x No Type.Furnace x Boiler Heat Pump Other E tcienc Fuel Tvpe2 Venting Tvpe3 Drat Sin llaSin llage CO CG Pascal orst Case atural fforst Case atm Rating:95 AFUE N P x 0_E_ N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA l Primary:Yes X Type: Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Vei Water Heater ` No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Aloni Efficienc Fuel Type' Venting Tvpe3 Drat S tn'llage Spillage CO CG Pascal (Worst Case (Natural) orst Case Natm EF: 95 N P X O E N M S X NA Pa Pass x Fail Pass X Fail NA PPM NA l Oven Oven is Electric or No Oven Exists 43 Oven Range Hood Vented to Outside Yes_ No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM 1Heating System E ftciency.. Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane 0=011 E=Electric 314enting Type: N=Natural/Atmosphenc V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted _ S=Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maxnnum-modeled EF of.48 Rater Name: ��,�`j Rater Number: j Rater Signature: Date: Nov 28, 2018 SIOVFOLK Co AUTYiCR1�� 4060 Sunrise Highway,Oakdale,New York 11769-0901 06/29/2018 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 475 DAISY RD MATTITUCK NY 11952 A water meter' was installed on 06/07/2018. Very truly nyours, Lisa Cetta Manager-New Construction `J�3 pE SOUr cp 7 eou• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 7OU] FNDATION1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR j i �oF sour TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: ` ur�r �✓ �U 'aJ �oca�ki*arJ is �� 'YAwu2. 'tel sl� ArJtU.. ro n�rvtih'oK/ ,rPrh-�I'�n,�Q,, rOv�ch 'an/ f� �'0✓hn�2 0 � V-1yam preV6 DATE INSPECTOR 1 I o��pE SO!/T�ol � o 99 V3S--2 !S- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [-, ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: 1MA ®K -6 ��-�1�� • DATE INSPECTOR V �O��OF SDUlyO� couurt,N�' TOWN OF SOUTHOLD BUILDING DEPT. 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) REMA S:nn - bK DATE �� INSPECTOR `V 4 ho��UF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. 40 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] fZUNDATION 2ND [ SULATION FRAMING /STRAPPING [ FINAL WIP �Da�� ✓ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING o' REMARKS: y7(v — .tL o14 t- mDXX(kllf w moi✓, U - r DATE I °� INSPECTOR Z, a0F SOUTH f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL IVBAwl [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: in th&ok �4v%--Z6 ' 1 DATE INSPECTOR SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S huf&rt ar-o" o • �j DATE INSPECTOR SOf S0114 V # * TOWN,OF SOUTHOLD BUILDING DEPT. _ `ycoutm N�' 765-1802 INSPECTION [ -] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [_ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL /�15 [ ] -FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE .3 INSPECTOR FOUNDATION FOUNDATION (2ND) Idi,A01111 r - < ,i+ Y , �/,!� �l�Tr; I ROUGHwiff:,!, "Wru r �Aw � -INSULATION PER N.Y. v STATE ENERGY CODE 1i- (J17 CHIN IVI MA-; I WIMP e:1.% • �,. `fir;• ADDITIONAL COMMENTS ' - ' ."MI, � � I ! � %L� SII � �'�! FtJ,/Ii I� �,�,. • IVERB lillrAl b. I Fr f / FF .I 4 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 / _N4 sets of Building Plans TEL: (631)765-1802 -Planning Board approval FAX: (631)765-9502 Suryey SoutholdTown.NorthForLnet PERMIT NO. 415j 3 Check -1 S ptic Form `7N.Y.S.D.E.C. 'TTvstees O.Application Flood Permit Examined 2014 0 Dingle&Separate —0orm-Water Assessment Form 4f� Contact: C q2 v t- D.� !JS Approved v 20 MaiUO: 1-6fJC ZSC14✓A -La OLA2rPnFS S� `✓ tor+-.)"�-F* /G3 Disapproved a/c t,C,� Phone: n uildin pector V B MAR 17 2017 APPLICATION FOR BUILDING PERMIT BUILDING DEM Date 3 l 20. 17 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within IS months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ( -V%- *U 3 ,,3 ESL tckid N (Mailing address of applicant) 11 76-3 State whether applicant is owner,lessee, agent, architect,engineer,general contractor electrician,plumber or builder ��i✓�RA-L C Gam/+-�a�- ��DsO,N— La•�Cz /,1L�4tJ�l wa-Zr�tJL(�E�'`tfC Name of owner of premises C JC.Af C,e L 1.4 P 5 Le-6 S (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. 3�' 7,V —9 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: q75- 1�t tsz�r 2:c� K41-rt -7-11 C-r- , p Y House Number T Street Hamlet County Tax Map No. 1000 Section / ()(-o Block 6 Lot t, d Subdivision 5uN-sa i tGNot&S ScE a Filed Map No. ��y Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy IJ/A b. Intended use and occupancy. U50 6`r!A-L- 3. 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling is Number of dwelling units on each floor ( +- U 5f41 If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. R' 1 7. Dimensions of existing structures,if any:Front______t �} Rear Depth l Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories _ r yy r� r � 8. Dimensions of enge new c ns)ruction:Front a Rear 5 w r 0 (1 Depth S/z o?`7 (� Height 0 ' 8 Number of Stories o 9. Size of lot:Front ( 5 a b Rear= 1 r Depth / 7 5.ca 490+ ao 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Al 5 TrZ( C- r (C GU 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NOy CXWill excess fill be removed from premises?YES NO ��ssgr,�7 ttoso 14.Names of Owner of premises;C-111We4-i A-e5YLVSErl Address 3o BLgWcE!VQ. Phone No._' j7b- !! 0 Name of Architect Q J1 strcJb & Address /1 a e..Aw ig 4 c;i No S'�ry S� �104a Name of Contractor loofa tSc,.N� rte�uL&L H.htJAddress o n�. one No. .S/t,- q7a.?U33 e3fAac-Oo AJY r 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ *IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NO ✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO ✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1 �s�-- ) L �\ `::R j S )--j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Cy..,�--,k'„ `^ (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 before me this da of k�"JA- 20 ®� Signature of Applic e® tate of Now York NO.®I SM6287523 ®ua9lfled In Nassau county i y- Scott A. Russell ,��°s S'7C'OYLIA�l WATIE][� SUPERVISORA NA\tGf]EI��I[E NT l��l[A 1� SOUTHOLD TOWN HALL-P.O.Box 1179 ®��o��hO Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �0��4 d 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 2 0 2017 (TO BE COMPLETED BY THE APPLICANT ) ]DOES THIS PROJECT INVOLVE ANY OF TM FOLLOWING: (CHECK ALL THAT APPLY) Yes No (�❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ' JO B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(,o C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ]❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witfi-your. Building Permit Application. APPLICANT: (Property Owner.Design Professional.A nt,Contractor,Other) S.C.T.M. #' 100 Ic Date Lilt Ad, s, P� o�l� 0 J oLv 316r NAME: Section Block Lot n FOR BUILDING DEPARTMENT USE ONLY"*** Contact Informatloa C�31 7.-7-,)-30,3 rr.kpe w.— Reviewed By: — — — — — — — — — — — — — — — — Date: L �� i Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — �� L0-16V h r s`, l�oQ� Approved for processing Building Permit. !-f J� 7 ❑ St— water Management Control Plan Not Required. h� � f�� r L n �`, I — v(�a 7T!T(�(.CK /y 7 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 -W."5 CHAPTER 236 tProperty owner, Professional,agent,Contractor.ai,er> --oma tea° k Stormwater Management Control Plan CHECK LIST NAME: liu J7� �(Y�h section Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. a' ""m'n" Date: � 1 * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklisti Tfth—Number. If You answered No or NA to any Item, Please Provide Justification Here! 1. A tie Plan drawn to scale Not Less that 60'to the inch MUSTYE NO NA If you need additional room for explanations,Please Provide additional Paper. show all of the following items: a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. EReSION&SEDIUENT CONTROLS of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ntained e. Limits of Clearing& Area of Proposed Land Disturbance. Awe mal htdbifizati f. Existing&Proposed Contours of the Site (Minimum z Intervals) Wire Bac e I en , goo g. Location of all existing&proposed structures,roads, Seedingof expose an or Ina driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M.Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch 0� DRAINAGE INSPECTIONS ARE REQUIRED rainfall/storm event. Co765-1560 hpfnrp 3. Details&Sectional Drawings for stormwater practices are required for approval. Backfill' OR Prouide I:- —i Items requiring details shall include but not be limited to: %hetthp cir has been nstalled to Code. a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENG3;4 T USE ONLY**** Additional Information is Required. ! El Stormwater Management Control Plan is Not Complete. Reviewed& _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Approved By: � Stormwater Management Control Plan is Complete. Date: -/� ! ® SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 t INTRACOASTAL ABSTRACT CO.,INC. 31 Stewart Street Floral Park,NY 11001 516-358-0505 fax 516-488-8839 TITLE#:M-292652JS 475 Daisy Road,Mattituck - Town of Southold,New York INTRACOASTAL ABSTRACT CO. INC.,hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth: INTRACOASTAL ABSTRACT CO.,INC., certifies that a search of the above-captioned property has been made from 1960 and that the premises have been in a single and separate ownership of CHRISTINE J. PSYLLOS, as to the extent of one-half(1/2) interest,PETER PSYLLOS,as to the extent of one-sixth(1/6) interest,ALEXANDER J. PSYLLOS,as to the extent of one-sixth(1/6)interest and PETER PSYLLOS and ALEXANDER J.PSYLLOS,as Trustees of the Trust f/b/o EVANGELLA PSYLLOS u/w/o JOHN A PSYLLOS,deceased,to the extent of one-sixty(1/6) interest,as Tenants in Common,and his/her predecessors in title and has not been filed in the same name or title as any adjoining lot: SEE ATTACHED CHAINS OF TITLE No searches have been made other than as expressly states above. The Company's liability under the Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: February 1, 2017 INTRACOASTAL ABSTRACT CO., BY: CLIFF GELBARD Sworn to before me this 02 3rd Presid t Day of/ j, 2017 SNAUNA LEE RAMOS 1,Jolo / publt C Notary Public-State of New York N0.01 RA6236683 Qualified in Queens C nt My Commission Expires /A SUBJECT PREMISES DISTRICT: 1000 SECTION: 106.00 BLOCK: 08.00 LOT: 042.000 SCHEDULE A(DESCRIPTION) ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York,known and designated as and by the Lot Number 46, on a certain map entitled, "Mi ap of sunset Knolls, Section 4 2", and filed in the Office of the Clerk of the County of Suffolk on April 9h, 1970 as Map Number 5448. SUBJECT PREMISES DISTRICT: 1000 SECTION: 106.00 BLOCK: 08.00 LOT: 042.000 1. Leo B. Sledzieski to Stanley J. Sledzieski and Helen Sledzieski dated 12/3/1954 recorded 12/3/1954 in Liber 3802 Page 325 -- 2. Stanley Sledzieski a/k/a Stanley J. Sledzieski and Helen Sledzieski, his wife to Sunset Knolls Development Corporation dated 3/18/1970 recorded 3/19/1970 in Liber 6719 Page 138 3. Sunset Knolls Development Corporation to William B. Pollack, Jr. dated 11/20/1970 recorded 11/23/1970 in Liber 6843 Page 465 �l 4. William B. Pollack to George Emm Spanos and Angeliki Spanos, his wife dated 12/7/1972 recorded 12/12/1972 in Liber 7302 Page 508 5. George Emm Spanos and Angeliki Spanos, his wife to John Psyllos an&Christine Psyllos dated 8/30/1975 recorded 9/11/1975 in Liber 7907 Page 131 6. Christine J. Psyllos, Executrix of the last will and testament of John A. Pysllos, deceased to Christine J. Psyllos, as to %interest, Peter Psyllos, as to 1/6 interest, Alexander J. Psyllos,as to 1/6 interest and Peter Psyllos and Alexander J. Psyllos, as Trustees of the Trust f/b/o Evangelia Psyllos, as to 1/6 interest, as Tenants in Common LAST DEED OF RECORD INTRACOASTAL ABSTRACT CO., INC. BY: ,: CLIFFORD(rI LBARD President Sworn to before me this r Day of 1ja,-cfij 2017 Fvblio,Stam.:call NeW Y06, ilo.Ui�;lSt3Sf3� Qudfi:;i in fbasau n i tslmlssl l Altus Y tfo nliw'r i _- L PREMISES ADJACENT TO THE EAST DISTRICT: 1000 SECTION: 106.00 BLOCK: 08.00 LOT: 043.000 1. Leo B. Sledzieski to Stanley J. Sledzieski and Helen Sledzieski, his wife dated 12/3/1954 recorded 12/3/1954 in Liber 3802 Page 325 2. StanleySledzieski a/k/a Stanley J. Sledzieski and Helen Sledzieski, his wife to sunset Knolls Development Corporation dated 3/18/1970 recorded 3/19/1970 in Liber 6719 Page 138 3. Sunset Knolls Development Corporation to Mil-Matt Agency, Inc. dated 11/14/1970 recorded 11/16/1970 in Liber 6839 Page 430 4. Mil-Matt Agency, Inc. to Dimitrios Zicopoulos and Fanny Zicopoulos,his wife dated 12/7/1972 recorded 12/12/1972 in Liber 7302 Page 502 LAST DEED OF RECORD INTRACOASTAL ABSTRACT CO., INC. CLIFFORD 01', BARD l�Sworn to before me this President Day ofA�,(pj, 2017 r P A Noter;Pttbllc,State 4t�' '60T�: jqo.01 G PREMISES ADJACENT TO THE WEST DISTRICT: 1000 SECTION: 106.00 BLOCK: 08.00 LOT: 041.000 1. Leo B. Sledzieski to Stanley J. Sledzieski and Helen Sledzieski,his wife dated 12/3/1954 recorded 12/3/19 'n Liber 3802 Page 325 2. Stanley Sledzieski a/k/a Stanley J. Sledzieski and Helen Sledzieski, his wife to Sunset Knolls Development Corporation dated 3/18/1970 recorded 3/19/1970 in Liber 6719 Page 138 3. Sunset Knolls Development Corporation to Mil-Matt Agency, Inc. dated 11/14/1970 recorded 11/16/1970 in Liber 6839 Page 430 4. Mil-Matt Agency, Inc. to Inland Homes,Inc. dated 7/10/1973 recorded 7/19/1973 in Liber 7445 Page 525 5. Inland Homes, Inc. to Gregory A. Couture and Paulette H. Couture, his wife dated 8/24/1973 recorded 8/29/1973 in Liber 7477 Page 543 1-71 6. Gregory A. Couture and Paulette H. Couture,his wife to Gregory A. Couture dated 7/10/1978 recorded 7/12/1978 in Liber 8459 Page 271 7. Gregory A. Couture to Chris Pappas and Yiota Pappas dated 7/28/1989 recorded 9/11/1989 in Liber 10926 Page 426 �— LAST DEED OF RECORD INTRACOASTAL ABSTRACT CO. INC. BY: CLIFFORD CIELI3ARD President Sworn to before me this ,;� � . Day of/rq,-(jj 2017 TERESA CACCBOPPOLI Notap)PubU6,State of New York No.01 C,ABOWN —7 Qunli ed In klaasata Cau9 // / GM-M&MMOn FVNIO NQVMbgr 22,20! PREMISES ADJACENT TO THE SOUTH DISTRICT: 1000 SECTION: 106.00 BLOCK: 08.00 LOT: 050.006 1. Leo B. Sledzieski to Stanley J. Sledzieski and Helen Sledzieski, his wife dated 12/3/1954 recorded 12/3/1954 in Liber 3802 Page 325 (2). Stanley Sledjeski a/k/a Stanley J. Sledzieski and Helen Sledjeski a/k/a Helen Sledzieski, his wife dated 12/10/1974 recorded 12/24/1974 in Liber 7771 Page 566 3. Charles A. Kickman, Refereeo Stanley Sledjeski and Helen Sledjeski, his wife dated 10/26/1979 recorded 11/1/1979 in Liber 8723 Page 74 4. Stanley Sledjeski and Helen Sledjeski,his wife to Luis San Andres and David J. Saland dated 1/16/1984 recorded 2/1/1984 in Liber 9505 Page 387 5, Luis San Andres and David J. Saland to Peter Siolas and Georgia Siolas dated 11/4/1985 recorded 12/3/1985 in Liber 9927 Page 351 LAST DEED OF RECORD INTRACOASTAL ABSTRACT CO.,INC. d f CLIFFORWOELBARD President Sworn to before me this Day of P4,-61, 2017 Notary Public,ftta of Mau Voyk No.01 CAMB90 PREMISES ADJOINING TO THE NORTH DAISY ROAD INTRACOASTAL ABSTRACT CO. INC. BY: CLIFFORb OELBA RD President Sworn to before me this Day of2017 TERESA CACCIOPPOLI W'otary Publio,State of Now Yblic No,01 CAGMS0 ollaufled In M-8mv coullty / Z Owntril,.»lon C.v,hr--Nlnvoiriber P2,20-- Fmm. Carol Davidson Subject: z Date: March 30,2017 at 3:43 PM 3, TO. Hi Amanda Enclosed are 4 copies of the Garage plans that were missing for Psyllos -SCTM: 106.-8-42 As per our phone conversation,I adjusted the 1/2 inch on the plot plan (also enclosed). Also per our conversation,you're issuing the permit with the note that it does not include the front porch. Thanks, of Carol Davidson Long Island Mod r Homes, Inc. 500 N. Broadway #103 Jericho, .7 117 h ularxgm 516.472.7033 ph r1 800.6(2y1.4+�9§70 fax D www� T+,r a�TMT/4 e� Tsoumpariotis 30 Blenheim Drive Manhasset, NY 11030 917.749.3713 REF#: SCTM 106-8-42 Permit Application Name : PSYLLOS To whom it may concern: Attached is a check for 2,592.00 for above reference number. Please mail permit to : Long Island Modular 500 N Broadway Suite 103 Jericho, NY 11753 Please feel free to contact me via email at stsoumparlotls@gmall.com Or at 917 749 3713 should you have any questions. Respectfully, Spiros Tsoumpariotis jjll ASR 2 6 2017 'Ou"INGDwr. TOWN OF 5OUTROLD From: Carol Davidson carol Ca)limodular com Subject: REVISED REAR DECK AND PERGOLA ROOFING SYSTEM I 1 Date: December 26,2017 at 4 14 PM To: TO WHOM IT MAY CONCERN ON 475 DAISY RD., MATTITUCK PERMIT #41513 THIS SHOULD BE THE LAST CLIENT CHANGE TO THE REAR DECK AND OVERHEAD ROOFING SYSTEM. ATTACHED PLEASE FIND REVISED ARCHITECTURAL DRAWINGS FOR THE DECK AND SYSTEM DRAWINGS STAMPED FOR THE EQUINOX ROOF SYSTEM IF ANYTHING ELSE IS REQUIRED - PLEASE ADVISE - I CAN BE REACHED AT THE ADDRESS OR NUMBERS BELOW OR AT THE EMAIL CAROL(�LIMODULAR.COM Thanks, ro Carol Davidson Long Island Modular Homes, Inc. 500 N. Broadway #163 Jericho, NY 11753 516.472.7033 ph 800.621.4970 fax www.LImodular.com YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor 1513 THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer ROBERT C. TAST,Architect ROBERT STROMSKI,Architect July 24, 2018 ATTN: Mr. Michael J. Verity Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: EVANGELIA PSYLLOS Lot 46, "Sunset Knolls, Section 2" At Mattituck, Town of Southold (16-0140) Dear Mr. Verity: Enclosed is one (1) print of the Final Survey, last dated July 9, 2018 bearing the SCDHS stamp of approval dated July 20, 2018. We understand that submission of this document enables you to complete your review of this application. Kindly forward the Certificate of Occupancy to us at your earliest opportunity. . Very truly yours Howard W. oung HWY/dc Encl. cc: Mr. Spiros Tsoumpariotis + 1 Print p V D JUL 3 0 2010 BMMING DM. ...CcirwT OF SO-1-xHOLD Planning Engineering Land Surveying h AMk,0%1 OC do^ tfaft; '9 luld Contractors & Engineers ssoclates Since INS P.O. Box 1229 - Westhampton Beach,NY 11978 Inca phone:631-288-5100 - fox: 631-288-5161 E-mail:info@ca-inc.net www.ca-inc.net CESSPOOL CERTIFICATE To Whom It May Concern: The septic system referenced below was installed in accordance with the Suffolk County Board of Health specifications. septic system Qty(1) 1,500 gallon septic tanks 1 pool system with 8' diameter by 16' deep leaching rings SH Reference#: RO-17-0002 Builder: Long Island Modular Homes Owner: Property Location: Daisy Road, Mattituck,NY Signed by: y Chesterfield A sociates,Inc. Dated: 7-Jun-18 4 1 Suffolk County Commercial, Industrial, Residential, Septic License 4177-LW New England Division: 123 West Shore Road-Westport Island, Baine 04578- phone: 207-882-5400-fax: 207-882-9308 �r f Chesterfield Associates, Inc. Prepared by Jean LaVallee 6/7/18 R10-17-0002 Long Island Modular Daisy Road Mattituck A B Garage -- Septic tank Leaching Pool House Point A House Point B Septic Tank 21' 34' Leaching Pool 48' 55' YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@ijoungengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engjneer ROBERT C. TAST,Architect ROBERT STROMSKI,Architect July 2, 2018 ATTN: Mr. Matthew Gravina Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, New York 11980 RE: EVANGELIA PSYLLOS Lot 46, "Sunset Knolls, Section 2" At Mattituck, Town of Souhold (16-0140) Ref No. R10-17-0002 Dear Mr. Gravina: Enclosed are the following items: 1. one (1) orig. —Certification of Sewage Disposal System by Installer, 2. one (1) copy—Suffolk County Water District correspondence dated June 29, 2018, and 3. four(4)prints—Final Survey last dated June 28, 2018. - Kindly notify us when the plans have been approved and are ready to pick up. Very truly yours, , �. Thomas C. Wolpert TCW/dc Encl. cc: Long Island Modular Homes, Inc. ATTN: Carol Davidson +Encls. Mr. Spiros Tsoumpariotis +Encls. Planning Engineering Land Surveying , 4� LONG ISLAND r�O-U1 AR MODULAR HOMES Long Island Modular Homes 500 N. Broadway Suite #163 4 Jericho, NY 11753 516-472-7033 phone *;800-621-4970 fax www.limodular.com D [E9 2 NOV 2' November 2, 2018 Re: Permit No.#41513Z Dear Sue, This letter is request a 6 month extension of Permit No.#41513Z for 475 Daisy Rd., Mattituck, NY 11952. We anticipate submitting all close out documents by the end of this month. Sincerely, Carol Davidson Long Island Modular Homes, Inc. 500 N. Broadway#163 j Jericho, NY 11753 516.472.7033 ph 800.621.4970 fax carol@Iimodular.com (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTOR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. MEN y/jpc� 400 Ostrander Avenue,Riverhead,New York 11901 I / ' N tel.631.9212505 fax.651.121.0144 EXI5TIN6 STONE PAVEMENT 2' EX15TINS i / \\ +55.11��y� JT\\-\t\� admin®youngenglneering.com GROUND S� PAVEMENT �! / �� ` "�\ �t�' � Y�iY� Y4 �.yY�.�•� LO z MOUNTABLE BERM Howard W.Young,Land Surveyor (OPTIONAL) w / - /' \\�j�O p 0 Thomas G.Wolpert,Professional Engineer FILTER CLOTH / d PROFILE / +545 Q�20uTEMPORARY Douglas E.Adams,Professional Engineer TRENCH 1\°3 `A,c TOGKPILE S Robert C.Tost,Architect • 50' - 1 / DRAIN N �,/ N AREA MIN 'T r \6 511E DATA Q� yp s// (� \ ° o AREA = 20,125 SQ. FT. IN SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE n v• :, .. �:. ycs OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1410 AS FILE NO. '2'; STABILIZED �/ 5448. - o PAVEMENT ✓/ (yoo Q VERTICAL DATUM - N.A.V.DATUM(1988) CONSTRUCTION GROUND -'� V 6A T-5 ENTRANCE �•+�\ //1•�'t I / bPti (RAP 2yo L\ • 6ROfa5 FLOOR AREA c + o \'' / 0t \2� \ PROPOSED FIRST FLOOR = 2,518 50.FT. PROPOSED SECOND = 1,4412 50.FT. 51L- ` z FENCE Qjp i�� 5° yon � HEALTH DEPARTMENT USE c PLAN a q O5� . & A % ! CONSTRUCTION NOTES ?5p0 ° ' APPROVA,OF STORMWATER MANAGEMENT i I. STONE SIZE USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. 0p yy �gp6' \8.0 CMtROL PLAN - a n C® 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 O FOOT MINIMUM LENGTH WOULD APPLY) DRAINAGE II�SPECfI®NS ARE REQUI \ eP 2�6 � 3. THICKNESS-NOT LESS THAN b". at 765-156® \,F. •Q r Date. 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR Contact TOS Engineering Ys n APProved by. c EGRESS OCCURS. 5 FILTER CLOTH-WILL er BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STO100ackfill, OR Provide EngineCerti is b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION' has been installed to Cod ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A that the drainagei MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED i SUR YOR'5 GERTIPIGATION 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHT5-OF-WAY.ALL SEDIMENT � O O SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC,RIGHTS-OF-WAY HTS-OF- AY MUST BE REMOVED Q _ p IMMEDIATELY kiv 8. PERIODIC, INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(1) X62- YO s;, CALENDAR DAYS. 1.1fl1-,LI IT G ®SION&SEDIMENT CONTROLS DISTURBANCE �pP CO 0 5�,�� STAB I L I ZED CONSTRUCTION ENTRANC 00 - '' NTS Sall include but not be limited to, 14,451 SQ. FT. \\� - `£`" E A well maintained Construction Entrance, o Wya DRAINAGE DESIGN CRITERIA Wire Backed Silt Fencing, stabilization & \°3q`20 ,/�-kq. � 4 5 ' Seeding of exposed and/or inactive soils. 5 � 3 `- 4 CALCULATIONS � 5O'O -HOWARD W.YOUNG,N.Y . .5.No.4s ; �� ! n tin �'"�}I. ' N V = A R C /' TF-5T HOLE H^R DONALD GEOSCIENCE A AREA OF TRIBUTARY (S.FJ BY McDATE: 10/04/16 SURVEY FOR R = RAINFALL (FT) 1NO'�"WIC F,=Nc>= EL-552 0.0' EVANGEL Ill P5YLL05 L.F. #1 C = COEFFICIENT OF RUNOFF FILTER CLOTH - DARK BROWN RI REQUIRED oINAeIIc LOAM LOT 46, SUNSET KNOLLS, SECTION 2 of UNDISTURFD n FLOW ASTURBED ROOF 13 (OL) 05' at Mattituak, Town of Southold a = 11 5F X 2/12 X 1.0 = 2241 OF AREA C Suffolk County, New York 8'DIA.DRYWELL WITH A CAPACITY OF 4224 OF/VF �T�NFO�RY.PAT TIIOTC 229 OF/4224 GF/VF = oRAPPROVEDEIXULON BROWN 5.4 VF REQUIRED INSPECTION POOL ONLY. z r-0RIHHAINAGEINIErusE SANDY SILT PROVIDED SECTION CAST IRON FRM�aCRATE BUILDING PERMIT SURVEY CAMPBELL FOUPIDRY,PAr No 2311 PRECASTCONCRETETRAFFIC STORMAATER MANAGEMENT CONTROL PLAN USE(1) -8'DIA.X 6'DEEP DRYWELL = 253 OF (- IXRAAL BEARINGSIABARMfti.BY _ SUFPOLKCEMWTOR 5.0' L.F. #2 APPfO1®ECIALIAL County Tax Map District 1000 Section 106 BIDck 08 Lot 42 REQUIRED 6.00' m--'.� =s.-«_;..:c: PALE BROWN FIELD SURVEY COMPLETED OCT. 10,2016 IFINE SAND ROOF = 1,311 SF X 2/12 X 1.0 = 229 1-�•�OF (Sp) MAP PREPARED OCT. 11,2016 8'DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF 11.0' Record of Revisions r `''' T "` RECORD OF REVISIONS DATE +•�� oaourAlRouNo 229 OF/4224 GF/VF = 5.4 VF REQUIRED w;��' .,•r .YS+ _;r, , ; :• FILTER PROVIDED a� y':'' ;NI,,`'." CLOTH oRTweP�E BROWN SILTY AMENDED BUILDING PERMIT DATA JAN.04.2011 _X :`: " ';"' +,'':?`; n'= ;? SAND ADDED SWMC DATA MAR. I6.2019 J USE(I)-8'DIA X b'DEEP DRYWELL = 253 OF I' 4 r "'';.'a'�"=2 rt;V'a' �, PRECASTCONce�TEDRAIN (5M) AMENDED SWMG DATA MAR 24.2011 RINGS AS Iff.BY APPROVED 31.0' B REQUIRED 9 WOVEN WIRE v C3 DO PAVEMENT = 800 SF X 2/12 X 1.0 = 133 OF FENCE ®o PALE BROWN ELEVATION 0IFINE SAND 40 O 20 40 80 F 8'DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF ' Hra� (SP) P I IL 133 OF/4224 GF/VF = 3.1 VF REQUIRED SILT G " 40 Scale: I = 40 PROVIDED 38.0' HIGHEST EXPECTED JOS NO.16-014 -b USE(I)-8'DIA.X 4'DEEP DRYWELL = 169"GF L �iHIN6 POOL GROUNDWATER EL-5.0 DWG.2016_0140J�p OF b O = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET A= STAKE FOUND (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(S)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS ell \ 400 Ostrander Avenue,Riverhead,New York 11401 N tel.631.7212303 fax.631.121.0144 \ admin®youngenglneering.com 9We\\\r9 �er� Howard W.Young,Land Surve or `\ CP40e, Thomas G.Wolpert,Professional Engineer W ®� E \\ Douglas E:Adams,Professional Engineer Robert G.Tast,Architect 51TE DATA Ssee�s.cd \ / ' AREA = 20,125 50. PT. a / 'SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE"OFFICE W\tY\ ,T O OF THE CLERK OF SUFFOLK COUNTY ON APR.Ocl,IBRO AS FILE NO. g \ CTp\\\G�Qter) / ' ' \ \"\\ Over, �`\'\t`r71\o�jA`�O \ 5445. \ • VERTIGAL'DAl1JM = NAY.DATUM(1988) � \ • ISR5055 FLOOR PROPOSED FIRST FLOOR = 2$18 50.FT. �O PROPOSED SECOND = 1,492 514.FT. C�aGQn'c) / /• \�� co HEALTH DEPARTMENT USE b /./ +54.5 TH 000Q d o L \ SURVEYOR'S CERTIFICATION or vv yo- \ ' .0o'�y� �`'s },�6 '� `�� - \.F•"`� p WEu. - \ Oy8j / HOWARD W.YOUNG,N.•.5 L.S.NO. N �' TE5T HOLE s P BY MaDONALD SEOSCIENCE / DATE: 10104/16 5URVEY FOR °0 0 /'" �-_�� EVAN&EL I A P5YLL05 a `y \ yL0 O DARK BROWN LOAM LOT 46, "SUNSET KNOLLS, SECTION 2" (oU 09 at Mattltuak, Town of Southold \ BRONAI Suffolk County, New York \ � Lot 46 OQL SANDY SILT (MLJ BUILDING PERMIT SURVEY Y�01 3.0' n a� - County TAX Map District 1000 Section 106 Block 08 Lot 42 \ °3QT"l0 (� M PFINE gp°p(p FIELD SURVEY COMPLETED OCT. lo,2016 \ 50.0 ��\ `O\Q� 1 r�(� V (SP) 11.01 MAP PREPARED OCT. 11,2016 7 l� Record of Revisions \ ((\ 5 RECORD OF REVISIONS DATE Dr { �PP/ O\ BROWWLTY ILDIN6 PERMIT DATA � Ore SAND ADDED SWMC DATA MAR b.2011 S�o�Q� \\\n( y�b�e°'�P MAR 3 0 2017 (5M) AMENDED SWMG DATA MAR 24.2011 (bW 0, {tont BUILDI sTIG DEPT® PALE BROW \r FINE SAND 40 0 20 40 80 TOWN OF SOUTHO�.LD c (SP) Ja Scale: I" = 40' 38.0' J°B NO.2016-0140 SHROUNDPIATER I 5S �° DWS.2016-0140-.bpI of 6 0= MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN-ONLY TO THE PERSON FOR YMOM,THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11,401 `t(el.(551.121.2505a� een mDRAINAGE DESIGN CRITERIA admIn® u�g gi g.c 4 CALGULATION5 4 ! 4 - V = A R G A = AREA OF TRIBUTARY (S.F.) ' ---CAST IRON Howard W.Young,Land Surveyor R = RAINFALL (FT.) FRESH AIR INLET Thomas G.Wolpert,Professional Engineer L.F. #I. G COEFFICIENT OF,RUNOFF= Douglas E.Adams,Professional Engineer - ACCESS COVER REQUIRED Robert G.Tast,Architect ROOF = 1,599 SF X 2/12 X 1.0 = 229 OF TOTAL VOLUME REQUIRED = 229 OF FIN. GRADE W DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF 51TE DATA 229 OF/4224 cr-AF = 5.4 vF REQUIRED PROVIDED AREA = 20,125 SQ. FT. ``,1FLOW «SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE d �,' USE(1)-8'DIA.X W DEEP ORYWELL = 255 GF OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1990 AS FILE NO. g ` _ L.F. #2 9448. 51 `11,i J1`� ,I REQUIRED VERTICAL DATUM• GROSS FLOOR AREA = N.A.V.DATUM(1988) fO `1��,�11, �„i1i 4 PVG 2.00096 MIN. ROOF = ItPll 5F X 2/12 X 1.0 = 229 OF PROPOSED FIRST FLOOR = 2,518 50.FT. s 4" CAST IRON PIPING TO TOTAL VOLUME REQUIRED = 229 OF PROPOSED SECOND = 1,492 SQ.FT. EXTEND 2 FT. MINIMUM INTO V DIA DRYWELL WITH A CAPACITY OF 4224 GF/VF HEALTH DEPARTMENT USE 71 FOUNDATION WALL CAST IRON TRAP 229 OF/4224 GF/VF = 5.4 VF REQUIRED w�a oI PROVIDED c \ USE(1)-8'DIA X 6'DEEP DRYWELL = 255 OF 0 TYP I CAL HOUSE TRAP DETAIL NTS o ' SURVEYOR'S CERTIFICATION PROPOSED ,G ell HOUSE 10.00'MIN. 8.00' y co MIN. FINISHED FLOOR E .'1L=55c q,( EL=57.5 a e—_ 'hal''+(��_ :, 7 Ly- c FINISHED GRADE i �• ' L1r`c„-�� EL=54.5 EL=54.5 EL=54.5 a \ 5 8 91 I D I' MIN. I'MIN. HOWARD W YOUNG,N. S. .5.NO. 5 Cl c J Lf�i I a 2'MAX. 2' MAX. N 4" DIA PVC 0 SURVEY FOR IE=52."1 PIPE O 2.0090 IE-525 4" DIA PVC EvANGELIA PSYLLOS 0.50' LOT 46, SUNSET KNOLLS, SECTION 2 c PIPE � I.00Y „ „ c FLOW LINE IE=52 0 IE=51 9 a 0.55' -°o at Mcdttituck, Town of Southold N o Suffolk County, New York . o - BUILDING PERMIT SURVEY County Tax Map DIStrICt 1000 Section 106 91eGk 08 Lot 42 FIELD SURVEY COMPLETED OGT. 10,2016 EL=55.'1 MAP PREPARED OGT. 11,2016 8.00' HIGHEST z ' Record of Revisions 8.00' EXPECTED f RECORD OF REVISIONS DATE GROUND WATER 1jh_ AMENDED BUILDING PERMIT DATA JAN 04.201N° 1,500 GAL. SEPTIC TANKEL=S.o ADDED 5WMC DATA MAR. 16.201"1 a c AMENDED SWMG DATA MAR.24.201"1 (1) LEACHING POOLS o s - } NPI GAL' HYDRAUL-I G PROFILE 40 O 20 40' 80 NTS a _ _ 5cde: I" = 40' JOB NO.2016-0140 DWG.2016_0140-bp 2 of 6 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A__STAKE FOUND , (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO Be USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTDT-ATION WDICATED,HEREON SHALL RUN ONLY TO 7K PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.929.2505 fox.631.729.0144 admindopungenglneering.com M 4vuu� Howard w.Young,Land Surveyor 23-5112' 30'•61!2' Thomas G.Wolpert,Professional Engineer r -- -------------------f Douglas E.Adams,Professional Engineer ■ Robert G.Tast,Architect ---------I . II SITE DATA I I ! AREA = 20,125 SQ. FT. v I ■ I I "SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE + OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1990 AS FILE NO. 5440. I� 1 VERTICAL DATUM = N.A.V.DATUM(1488)� '-4 ' 68055 FLOOR AREA o I PROPOSED FIRST FLOOR = 2,518 SQ.FT. PROPOSED SECOND = 1,492 SQ.FT. I - ____________________________IC P I HEALTH DEPARTMENT USE i I I ■ 1 i I i I I • i I I I ■ I `v,, I o i9-3 Ift 1 112° 4' 9-7 ' r-7 a° — ------ ------- 1 _------- _-_--_ _ __ I SURVEYOR'S CERTIFIGAT I I I I i �`E `'•2� W• � i A I I BASEMENT STAIRS ARE PROVIDED — � EASEMENT STAIR AND THERMAL I I AND INSTALLED BY OTHERS 1 ——-I ENCLOSURE ON SITE BY OTHERS91 L rw N ----------`—.--.-.—__-- ----------..---.�..–.--_ 1 �. 3 . I E I ' GARAGE i I HOAARD w.YOUNG,N. S L.S.NO. 5 I. L---------- I E I 510 101 1 } N I I i i SURVEY FOR EVANGEL I A P5YLL05 LOT 46, "SUNSET KNOLLS, SECTION 2" I l at Mattituck, Town of Southold i l I I Suffolk County, New York I ( 1 I BUILDING PERMIT SURVEY i1-- -------------------- _—--—— ———— — ——— I County Tax Map DH61Fict 1000 Section 106 Block 08 Let 42 FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT. 11,2016 Record of Revisions RECORD OF REV151ONS DATE AMENDED BUILDING PERMIT DATA JAN.04,201-7 u ADDED SWMG DATA MAR. I6.2019 AMENDED 5WMG DATA MAR 24.2019 c 0 `c Y m o FOUNDATION PLAN Seal®: N.T.S. a JOB NO.2016-0140 VAS.2016_0140_bp 3 of 6 E = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND • r (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRITE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ell L400 Ostrander Avenue,Riverhead,New York 11901 tel.651.121.2503 fax.631.121.0144 admin®youngengineer(ng.com -,-6 v Howard NL Young,Land Surveyor in Thomas 0.Wolpert,Professional Engineer r 4)a• TM 771/N Douglas E.Adams,Professional Engineer; as Robert-C.Tast,Architect x SITE DATA 33 AREA = 20,125 SQ. FT. c \/ 8 "SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE ' I S NOOK OF THE CLERK OF SUFFOLK COUNTY ON APR.04,19?O AS FILE NO. '� r ARcA=r?D5QF1 5448. l • VERTICAL DATUM = NA.V.DATUM(1988) al ` Ilk &ROSS FLOOR AREA PROPOSED FIRST FLOOR - 2,518 SO.FT. j y PANTRY x �° PROPOSED SECOND = 1,442 50.FT. HEALTH DEPARTMENT USE ' P. 0 PR30 LVq,.DOOR s N R1t1C: 1 1 �f .SPACE V t0 N m , �' • KITCHEN DINNG AREA LIVING ROOM 3 AREA.211 SOFT AREA.31050 rT O SURVEYOR'S CERTIFICA Igrg h 12126HSUTE BATH#2 r �'i1 Er O STANDARD - I... d7 8 t1 ,� n 'e _ o - CLUB ROOM FOYER I BEDROOM#, o O _ '�' `` 415 AFEk-?%,%QFT ( AREA::119SQFT I HIOWARD W.YOUN&,N.Y S.NO.45 L Fe N �,f SURVEY FOR N BAT" EVANGEL I A PSYLL05 � T s o T LOT 46, "SUNSET KNOLLS, SECTION 2" SUPPOR d B•TOVP s T�QmRED at Mottituck, Town of Southold Suffolk County, New York Im! xasAr 94�sr r.71 IraTw• Z-43 e• n D e GARAGE BUILDING PERMIT SURVEY POFCkl-ORCH ROOF BY GTHERS ' County Tax Map DI9tF1Ct 1000 sectio" 106 Block 06 Lot 42 • FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT. 11,2016 Record of Revisions RECORD OF REVISIONS DATE AMENDED BUILDIN&PERMIT DATA JAN.04.2011 ADDED SWMC DATA MAR. 16,2011 AMENDED SWMC DATA MAR.24.2011 JIL 6.tt 1R' 11 1' 0 2,•B' 0 y; nra• CID 0 F I RST FLOOR PLAN a Scale: N.T.S. JOB NO.2016-0140 DW&.2016_0140—bp 4 of 6 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE OOPY`(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY;GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. �041 400,Ostrander Avenue,Riverhead,New York 11901 tel.631.1272303 fax.631.?2'1.0144 admin®youngenglneering.com Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer Robert G.Tast,Architect SITEDATA AREA = 20,125 Sa. FT. a 64 0' - •SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE d OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1970 AS FILE NO. 4" 615112" A. 13'-61fY 4' 16.6 11112t r 55446. v 103!8 22.913116° 4V-2114W 441 -7 T.210 6-2 • VERTICAL DATUM = N.A.V.DATUM(1988) pl1 3741 389 ing sr5g ti 3 &ROSS FLOOR AREA ■ m N PROPOSED FIRST FLOOR = 2518 Sa.FT. i PROPOSED SECOND = 1,492 50.FT. HEALTH DEP�AR�TMENT USE N BEDROOM#4 DOBATH#5 GAME ROOM AREA-16780.F(, AREA=1236QFT _ N s m BEDR00M#2 A' AREA=213SOFT. d LIMN 3 2-6 1.6 2.4 - 2-8 Z6 Il ( -0 -0 I ---- ---- a" a" 4" 11r a° 6'6' SURVEYOR'S CERTIFICATI :�zv 11113 N 3+ . 2-6 24i ' l'�' 4 ---- ---- 28 ---- ---- z °. �tl`'v No N (?lam (1)2-6 oN _ W.I.C. ' "1 2.6 n•.✓ ^ 2-0 n F" I -- II ti 1 `� "'z"�r•`- ^ter_' t_ �---J M LUofl L –�� x=93 BATH#3 BATH#4 2$ HOWARD W.YOUNG,N.Y. L .NO.45 BEDROM# AR =129SOr.N G I 7" SURVEY FORr. W.I.C. o 47 CT EVAN&EL I A PSYLL05 a I — vases LOT 46, "SUNSET KNOLLS, SECTION 2" p 1 3741 P 3741 at Mattituck, Town of Southold a 103F8' 1V-9114' 31.6' - 1 Suffolk County, New York 6" 163' 4'S'-' 4° T-4' 4- 9'•9112 4' 3'-0' 4" 9-10112' F SUILVINS PERMIT SURVEY County Tax Map District 1000 SsctIm 106 Block 08 Lot 42 FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT. 11,2016 Record of Revislons RECORD OF REVISIONS DATE AMENDED BUILDING PERMIT DATA JAN.04.2011 ADDED SWING DATA MAR. 16.2011 c AMENDED SWMC DATA MAR 24,201 J O • C O } m 0 SECOND FLOOR PLAN a Scale: N.T.S. JOB NO.2016-0140 DW&.2016-0140 by of 6 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®-= STAKE FOUND ATION YORK (L)OICATED HERE ALTERATION OR ONLY 70 J TO THIS SURVEY IS A THE SURVEY Of SECTION EDDA OF THE NEW HALF STATE EDUCATION LANG(2)DISTANCES SAGEN HEREON Fl70N PROPER7T LDiES TO EXISTING 57RUCNRES ARE FOR A SPECIFIC PURPOSE AND ARE NOT i0 BE USED i6 ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY YAP NOT BEARING THE LANA SURVEYOR'S INKED SEAL DR EMBOSSED SEAL.SHALL NOT BE CONSIDERED 70 BE A YALIO TRUE COPT (4)CERTIFICATION RIDICAIED HEREON SHALL,RUN dA7 i0 THE BENSON FOR NNOY THE SURVE'/IS PREPARED AND dF HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INS71TUTH N LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(I)•SEPTIC TANKS(ST)4 CESSPOOLS(CP)5H0%N HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel 631.727.2303 Pax.6151327.0144admin®youngengineering com 4u", , young Howard A Young,Land Surveyor Thomas C.N(otpert,Frofesslonal Engineer Douglas E.Adams,Professional Engineer Robert G.Tost,Architect SITE DATA - F-84" AREA = 20,125 $0. FT. C •SUBDIVISION- 'SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE c I 4' t 4' q• � n. OF THE CLERK OF SUFFOLK COUNTY ON APR.Oq,1970 AS FILE NO r •70 At C• 11 4'- It •7 .2 7.7 6.7 5448•VERTICAL DATUM NA.V.DATUM(1988) ' S9 59 3 6R05S FLOOR AREA iPROPOSED FIRST FLOOR = 2518 So.FT. 0 c PROP05M SECOND n 1,492 90.FT, 0 HEALTH DEPARTMENT USE o BEDROOM#4 BATH#5 GAME ROOM 1O AREA=t8T SO Ft, AREA 122 SOFT M BEDROOM#2 AREA=213SOf7' V LINEN 20 T-4 2-8 4 0 1.6 to.0 a —— ___1 ———-' 4 -q. •• •.• r2• a• a a 5URVEYOR'S CERTIFIGATI (2)2-0 W.I.C. N 6 I 24 0. m WQ LAUNDRYco UJ a N o l -eZ .-A HATH#3 BATH#4 m b SEDROOMM —— 28 - HOWARD W YOUNG,N.Y.S.L.S.NO.45848 �4`?:° r AREA 129 SOFT SURVEY FOR �✓ LOT 46, SUNSET KNOLLS, SECTION 2 ' t ='41 37•, E„o, at MottltUCk, Town of Southold 40 1(rsTra 3T ti' '° Suffolk County, New York 6° 76'•3' q'5•P S T•4' •' 9'•9 7/T4- 3'-0' 4' 9.10 1!C 6• BUILDING PERMIT SURVEY County Tax Map District 1000 sGct,on IOb GIOCk Ob Lot 42 FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT.11,2016 Record of Revkslon5 RECORD OF REVISIONS DATE 0 W `o m i SECOND FLOOR PLAN a SCOW: N.T.S. JOB NO.2016-0140 DWG.2016-0140-.bp OF 5 - 0=MONUMENT SET =MONUMENT FOUND Q= STAKE SET ®- STAKE FOUND I I ' (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MDLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS \ 400 Ostrander Avenue,Riverhead,New York 11901 N tel.631.12-72303 tax.(231.-72'1.0144 \ adminagoungenglneering.com ,r,,tih \ �9We\\ln ted) or Thomas YVolrert,Professional Engineer Hoyta\ G , W ,p �, . E \ Ppb\\ Douglas E.Adams,Professional Engineer 1�14JQ \ �) Robert G.Tast,Architect \ R. L.3 3�, \ (OV SITE DATA S \ It AREA = 20,125 SQ. FT. \ Mp. SEC-TION 2' IN THE oSUBDIVISION LLERK OF SUFFOLK COUNTY ON APR.09 9 O AS FILE OFFICE - \ + \ ° q•2� \\ vl • VERTICAL DATUM = N.A.V.DATUM(1988) YAO \ ` 550 \\• 5'I\3 • &ROSES FLOOR AREA PROPOSED FIRST FLOOR = 2,518 90.FT. \\ O `� ,\! yp o 3 J � I \f PROPOSED SECOND = 1,442 So.FT. L HEALTH DEPARTMENT USE- +54.5 SE+54S D L 5s.0 y0 � � O �S \V0005URVEYOR'5 CERTIFICATION C9 1.y' 9t TZ� �� a l_p l4 \ 9 VN yd w \9 W_ P 5 °mac .5�5, ; \ o :=�•:;'A� .. i lG 58,e �- \ \� 9- O HOWARD W.YOUN&,N.Y.S. NO. !� c�� ' ° `� �''TE5T HOLE • LA--- s d \ sem_ � � -- \ , / BY I&PONALD&E05GIENCE 0� �, C N - DATE: 10/04/16 SURVEY FOR EL-55 2 DARK BRO,NN 0.01 EVAN&EL I A PSYLLOS (oU LOT 46, 5UNSET KNOLLS, SECTION 2" in as, at Mattituck, Town of Southold 6 \ - L Suffolk County, New York Lot 46 �\\��p SAND SILT BUILDING PERMIT SURVEY o9 I 3.0' \ OTTTry County Tax Map District 1000 s« 2 :(oD 106 eIDOk 08 Lot 4 PALE BROYVN FIELD SURVEY COMPLETED OCT. 10,2016 FINE;ND IIMAP PREPARED OGT.-11,2016 \ 50.0 5 Record of Revisions f 0�o \O\Q pi\ BROYVN SILTY .O' AMENDED BUILDIN&RECORD OF REVISINPERMIT DATA JAN.04.-201'7 P I 9 o. at,QArG SAND _ ADDED SwMG DATA MAR. 16.2011 j \\ Gj\��d e\\\C\41 gvb)e (5M) ' C�� ('01'OT eccm c ' xG�g9 0 PALE BROWN \\\r a FINE SAND 40 0 20 40 8o oScale: 1" = 40' D 38.0' JOB NO.2016-0140 HI&HEST EXPECTED DWG.2016_0140-bp I OF 6 &ROUNDWATER EL-5.0 0 = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK,STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKIS7ING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N07 TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S:INKEO SEAL-OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITMDNS OR SUBSEOUENT OWNERS (5)THE LOCATION OF-WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. \ 400 Ostrander Avenue,Rlverhead,New York 11901 tel.651."12?.2303 fax.631."72"1.0144 CAVATIO� �NSPECTI®N �E��DI��® \ Sze A-^A-��,� gamin®youngenglneering.com FOR SA6�9RARY �`�E4�d trate '.{(, ,��,{[,� , , 904 ®�'��AL`I`E� �E�AE��i��l� - - y�1ch ,a �/-��,� e,� €®A'� !J !!!ll! !!lJJJ �0on9a�,,,r) . P.AIS \ \ �9 / Howard W.Young,Land Surveyor \ V0�0\\G Thomas G.Wolpert,Professional Engineer RT ®" $ Douglas E.Adams,Professional Engineer \ i ' Ro Robert G.Tast,Architect L=3 C SITE DATA S 20,125 50. FT. \T�,h O OF THE SUBDIVISION OF SUFFOLK NOCOUNTY ON APRLLS,SECTION '09 41-70 A5 FILE IN THE OFFICE c \ yAe,\\\t\Oj°ter) '' +55.1 o Ol�,y�,q/\ \ 5448. • GROSS FLOOR AREA =0 VERTICAL N.A.V.DATUM(1488) fO \ PROPOSED FIRST FLOOR = 2,518 60.FT. \ / PROPOSED SECOND - 1,492 50.FT. ° 1 \ HEALTH DEPARTMENT USE a art) /, \ OO OO cT( o JAG \\�' Nfi��O O - \' 071 +54.5 • 1 °341 evv-Y d i 0 91 • i ' ss.o House trap/cleanout must be installed ° 5�y • \ Q 6 \ 6, on the septic tank inlet wasteline. All F' �°b� �� SURVEYOR'S GER TIFIGATION y ° n '"° utilities require a 5ft minimum - separation to the septic system. p z�°o i6-\. C',rpo _�ap°TA1 z 0 d dtwAt,00L O WELL HOWARD W.YOUNG,N.Y.S.L.S.No.458415� TEST HOLE a n Jo \ 'Q �• �, / BY MGDONALD GEOSCIENCE ^--.a.....�,s-•.- ` DATE: 10/04/16 SURVEY FOR �► O „�°�' , / =55s DARK BROWN 0.01 EVANGEL I A PSYLLOS Lot 46 / LOAM LOT 46, "SUNSET KNOLLS, SECTION 2" N , I '1 0.51 at Mattituck, Town of Southold BRowN Suffolk County, New York SU06LK COU\°1ITY DEPARTMENT OF HEALTH SERVICES SANDY SILT \ \Gti\\�' (ML) BUILDING PERMIT SURVEY PER I T i=ORPPROVAL. OF CONSTRUCTIOFd FOR A �` _`1Np°9 5.01 It 111ry County Tax Map D,etnct 1000 Section 106 Block OS Lot 42 ! SINGL ' FAtILy RE5II9ivR10E ONLY f °gg12� PALE FINE SAND FIELD SURVEY COMPLETED OCT. 10,2016 (SP) MAP PREPARED OCT. ll,2016 \ ; Soo �r\\ef\\� of\O\Q51 Record of Revisions II•o' RECORD OF REVISIONS DATE DATE °' '° REF. No. � � �d oc Peke e\ BROWN SILTY AMENDED BUILDING PERMIT DATA JAN.04.201"1 ` APPROVED \ � ,� I r C \60 ons) w�eGt pQrG SAND (SM) W tt\5 FOP MAXIIV UM OF -' 3E6ROOf.93 �eor9e 01 GOGO o EXPLRES T -YtARS FROM DATE OF APPROVAL PixGOyy PALE BROWN \\V\ FINE SAND 40 O 20 40 80 P (SP) a Sad&: 1" = 40' 58.0' HIGHEST EXPEJOB NO.2016-0140 CTED _ 10175 DWG.2016_0140 GROUNDWATER EL=5.0 Q "'P ^p� E = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND R IZED 0N OR ITION THIS SURVEY IS A TION SECTION 9 OF THE NEW YORK STATE 2)DISTANCES CIFIC AND ARE NOT TO BE USED ESTABLISH PROPERTY LINES FOR CTION O�FENCES.(3) IES OF S SURVEY 'S INKED SEAL E COPY (1NDCATEDRHEREON SHALL¶RUN ONLYTO THE PERSON FOR WHOM THE SURVEYFIS PREPARED AND RHS BEHALF TO THE EDUCATION (GOVERNMEN AGENCY AND LENDINGPROPERTY NSTITUTION LISTED EXISTING REON./NDSTRUCTURES To THE ASSIGNEES OF�E LENDNGININSITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS n(5)THE LOCATION OF BEARING WELIS(W).SEPTICLAND TANKSS(�&CESSPOOLS OR SHOWN HEREON ARE FROM FIELD CONSIDERED OBSERVATIONS AND R DATA OBTAINED(4)CERTIFICATION OTHERS 400 Ostrander Avenue,Riverhead,NeY4 York 11901 tel.651.'72-1.2305 fox.DF-516N CRITERIA admin@pug inearing.clo CALCULATIONS � 4 � V = A R G 4 A AREA OF TRIBUTARY (S.F) ouuHoward W.Youn Land Surve or CAST IRON R = RAINFALL (FT.) g' 9 FRESH AIR INLET Thomas G.Wolpert,Professional Engineer G = COEFFICIENT OF RUNOFF Douglas E.Adams,Professional Engineer - L.F. #1 ACCESS COYER REQUIRED Robert G.Tost,Architect ROOF = 13T I SF X 2/12 X 1.0 = 229 OF TOTAL VOLUME REQUIRED = 229 GF FIN. GRADE V DIA.DRYWELL WITH A GAPAGITY OF 4224 GF/VF SITE DATA ' 229 OF/4224 CF/VP = 5.4 VF REQUIRED °°D+ � PROVIDED AREA = 20,125 SQ. FT. FLOW 0 SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE g I \1\ USE(1) -8'DIA.X 6'DEEP DRYWELL = 253 GF OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1970 AS FILE No. VERTICAL DATUM = N.A.V..V.DATUM(1988) REQUIRED �� 6ROSf FLOOR AREA ,o \\\� \\\�� 4 PVC, 2.000% MIN. ROOF = 1,51-1 SF X 2/12 X ID = 2201 OF PROPOSED FIRST FLOOR = 2,518 SQ.FT. 4" CAST IRON PIPING TO \\i�� \�\ r\_\� 3 EXTEND 2 FT. MINIMUM INTO TOTAL VOLUME REQUIRED = 229 Cr PROPOSED SECOND = 1,492 SQ.FT. 8' FOUNDATION WALL CAST IRON TRAP DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF HEALTH DEPARTMENT USE c 229 Cr-/4224 GF/VF = 5.4 VF REQUIRED a of PROVIDED S \ USE(1)-5'121A X V DEEP DRYWELL = 253 OF i 0 TYPICAL HOU5E TRAP DETAIL NT5 3 o - SURVEYOR'S CERTIFICATION T P PROPOSED �G�C' ly HOUSE00, 10.00'MIN. MIN. & / FINISHED FLOOR EL=55.1 E FINISHED GRADE �/}�� '_ _-»• '� Fp �" _ NNN �-�- __- ___ 1• C X11 _f� N EL 54.5 EL--54.5 EL=54S 44 v> R 4 6 .j l HOWARD W.YOUNG,N.YS.L.S.NO.45893 I' MIN. $ 2'MAX. 2' MAX. 4" DIA PVC D SURVEY FOR 4" DIA PVC 1E=52.-r PIPE 2.00% 0 EVANGELIA PSYLLOS 1E-52.s PIPE 1.009 LOT 46, "SUNSET KNOLLS, SECTION 2'I c 0.50' FLOW LINE IE=52 0 IE=51.? a T0.33' o _ at Mottituck, Town of Southold Suffolk County, New York 0 BUILDING PERMIT SURVEY County Tax Map Distnct 1000 Section 106 Block 05 Lot 42 FIELD SURVEY COMPLETED OCT. 10,2016 EL=351 MAP PREPARED OCT. 11,2016 ` 8.00' HIGHEST i Record of Revisions EXPECTED 1,500 GAL. SEPTIC TANK RECORD OF REVISIONS DATE 8.00' GROUND WEL=S.o ATER AMENDED BUILDING PERMIT DATA JAN.04.201"1 o_ s 0 (1) LEACHING POOLS a GO s TYP I GAL HYDRAULIC PROF I LE 40 0 20 40 80 g NTS Scale: 1" = 40' JOB NO.2016-0140 DWS.2016_0140-.bp 2 OF 5 O = MONUMENT SET 0= MONUMENT FOUND = STAKE SET A= STAKE FOUND �'• (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 72D0 OF THE NEW YORK STAT EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY ONES TO EXISTING STRUCTURES ARE FOR A SPECIM PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES(3)CMES OF THIS SURVEY YAP NOT BEARING TNT LAND SURVEYOR'S INKED SEAL OR EMBOSSED SAL SHALL NOT BE CONSIDERED TO BE A V"TRUE COPY.(4)CERTFLCARON PYOICATTD HEREON SMALL TNN ONLY TO THE PERSON FOR WHOM ME SURVEY IS PREPARED AND ON HS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTID HEREON.AM TO ME ASSIGNEES OF THE LENND'.NG INSTITUTION CERnnCATIONS ARE N07 TRANSF-MABTE TO AODIDONAL INSTITUTIONS OR SUBSEOUENT OWNERS (5)ME LOCATION OF WFLLS(M),SEPTIC TANKS(S'I)&CESSPOOLS(CP)SHOWN HEREON ARE FRGM FIELD OBSERVATIONS AND OR OATA OBTAINED FROM OTMEIM N \ 400 Ostrander Avenue,Riverhead,New York 11cI0I tel.631.121.2303 fax.631.72'1.0144 \ adminopungengineeringxom Howard W.Young,Land Surveyor Thomas G \ P� .Wolpert,Professional Enginoer W E \ Douglas E.Adams,Professional Engineer \ R. Robert G.Tast,Architect \ t�` SITE DATA S \ \ �MWc\ 9' 0.0 roa+,.e \ � AREA = 20,125 90. FT. n \ ® rSE0. BDIVI510N- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICETHE CLERK OF SUFFOLK COUNTY ON APR.Oq,IcI70 A5 FILE NO. (9W0\\�13te�) °3aX0,,,1, \ e. ' \ * •1 \ • VERTICAL DATUM = N.A.V.DATUM(1988) PU�p Y' , �1\ • 64ROSr FLOOR AREA PROPOSED FIRST FLOOR =2,518 So.FT. PROPOSED SECOND a 1,4412 SQ.FT. T \ \ HEALTH DE4 ARTMENT USE / \ +545 55.1 � i• ><� \ � o� � to � s o%00l0 1 m o 0S �q'\ Q 6 6� On \\ O 310 ` SURVEYORS CERTIFICATION \ 'j g ( 09, vv0- TSA O \ HOWARD W YOUNG,N.Y.5.LS.NO.45899 '-:;✓`}�e, _�_` . " �,, ~` r G yF• �tTEST HOLE BY McDONALD 6EOSCIENGE 5` V DATER 10104/16 ® �!5URVEY FOR ~M EL-55.2 0.0' E Y!$NSPEL I A PSYL 05 DARK BROWN \ o Lot 46 / LOQ LOT 46, "SUNSET KNOLLS, SECTION 2" o s 0 C. - (OL) ,� os' at Mattltvak, Town of Southold is YA T BROWN 5uffolk County, NGry York 1 OO SANDY SILT NO BUILDING PERMIT WRVE`f nTk 0'a 5.01County Tax Map DXStFIot 1000 Sectio" 106 Block 05 Lot 42 ��°.^,aT�'O PALE BROM FINE SAND MAP SURVEY COMPLETED OCT. 2016 ��a � 500 w D �c�y �a�ay 11 o' Record of Revisions „ J �Orff\ RECORD OF REVISION$ DATE „ Of' Peto \ BROWN SILTY SAND0 APR - 3 201 \ / -�� \5\O\00 y�Tor P '' o�9� �9X FCO 51.01 PALE BR+DWN TOWN O S® ®LD FINE SAND so o ao ao eo 0 a SGAIe. 1" = 40' 88.0'ED .TOB N0.2016-0140 H6 _ROUNDWATER EL=SS o DWS.2016_0140-Jpp I OF 5 I E] = MONUMENT SET ®= MONUMENT FOUND = STAKE SET ®= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKCSTING STRUCTURES ARE FOR A SPECIRC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(S)CONES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S IRKED SEAL OR EUBOSSED SEAL SNAIL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY(s)CER 7PCAT10N IWICATEO HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MLS BEHALF TO THE TITLE COMPANY.GOVERNNENTAI AGENCY AHD LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LFNOMC INSTITUTION CERTIFIOAMONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS W.SEPTIC TANKS(ST)TI;CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,Naw York 114101 tel.631.'1272303 fox.631.727.0144 PRA I NACRE DE5I CSN CRITERIA odmin®youngenglneering.H:om 4 GALOULATION5 4 � \/ = A R G " 4 A = ARTA OF TRIBUTARY (5.F, Howard W.Young,Land Surveyor R = RAINFALL (FT.) Thomas G.Wolpert,Professional Engineer G = COEFFICIENT OF RUNOFF Douglas E.Adams,Professional Engineer L.F. #1 REQUIRED Robert G.Tast,Arehlteet ROOF = 1,377 SF X 2/12 X 1.0 = 22q OF TOTAL VOLUME REQUIRED = 22q OF 61121A.DRYWELL WITH A GAPAGITY OF 42.24 GF/VF SITE DATA 2241 OF/4224 GF/VF - 5.4 VF REQUIRED PROVIDED AREA = 20,125 50. FT. USE(U-8'DIA.X b'DEEP DRYWELL = 253 OF "SUSDIVISION-,"SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APR,Oq,Ig70 AS PILE NO. 5448. $ L.F. a REQUIRED • VERTICAL DATUM = N.R.V.DATUM(Ig88) c ROOF = 1T7 5F X 2112 X I D = 2241 GF GROSS FLOOR AREA 3 PROPOSED FIRST FLOOR - 2,510 SQ.FT. TOTAL VOLUME REQUIRED - 22q OF PROPOSED SECOND = 44412 SQ,FT. v V DIA,DRYPeLL WITH A CAPACITY OF 42-24 GF/VF HEALTH DEPARTMENT USE 2241 OF/42-24 GF/VF = 5.4 VF REQUIRED ree�vo� Y , c PROVIDED USE(U-V DIA.X W DEEP DRYWELL = 253 OF o • N WK J O SURVEYOR'5 CERTIFICATION PROPOSED HOUSE ; 10.00'MIN. 8,00' MIN. t -- FINISHED FLOOR EL-55.1 EL=575 E FINISHED GRADE ti EL=54.5 EL=545 EL=54.5 �^ m HOWARD W.YOUNG,NY.S.LS.NO.45883 N D I'MIN. I'MIN, F1LJ t 2MAX 2'MAX. 0 4" DIA PVG SURVEY FOR IE=52.7 PIPE 2.0055 4" DIA PVG EVANGPELIA PSYLL05 0 1E=5a s PIPE ® 1.00% LOT 46, "SUNSET KNOLLS, SECTION :2 c O'er FLOW LINE IE=s2.o IE=51.7 a 0.33' o at Mattltue-k, Town of Southold in o° Suffolk County, New York HUILVIN6 PERMIT SURVEY ; County Tax MOP Dmtlict 1000 SLct= 106 810-1 OS LO( 42 FIELD SURVEY COMPLETED OCT.10,2016 EL=3417 MAP PREPARED OCT.II,2016 5•00' HIGHEST z Record of Revisions 8.00' EXPECTED RECORD OF REVISIONS DATE in 1,500 GAL. SEPTIC GROUND WATER TANK EL=50 (1) LEAGHINCG POOLS o . Q B� 'TYPICAL HYDRAUL I O PROFILE 40 0 20 40 bo o NTS IL Scale: 1" = 40' JOB NO.2016-0140 ; DWS.2016_0140-2p .2 OF 5 O=MONUMENT SET ®= MONUMENT FOUND =STAKE SET ®= STAKE FOUND (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAN(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES 70 EMSTOIG STRUCTURES ARE FOR A SPECSIC PURPOSE AND ARE NOT 70 BE USED 70 ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL N07 BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTWICAT04 INDICATED MEREON SMALL,RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,COVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIOIEES Or THE LDONC INSTITUTION-CERTVTCATIONS ARE NOT TRAN5k7RABlE TD ADDITIONAL wsmui ONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W) SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA 087AWED FROM OTHERS 400 Ostrander Avenue,Rlverheod,New York 11901 4 � �� tel.&51.712'L2505 fox.63L'127,OI44 In®yaungsngin©ering.com Mallard K Young,Land Surveyor R 1!7 1/r' Thomas C.Wolpert,Professional Engineer r---------------------- _ Douglas E.Adams,Professional Engineer t Robert C.Tast±rthltartj I j SITE DATA AREA rr 20,125 90. FT. v ( I ( IVISION-"SUNSET KNOLLS,SECTION 2"FILED IN TME OFFICE 9 I I I COjF�T�HE CLERK OF SUFFOLK COUNTY ON APR.Oq,Iq-To AS FILE NO. 1 • VERTICAL DATUM = N A.V.DATUM(1988) t 4 • 6RO�E-FLOOR AREA 0 I I I PROPOSED FIRST FLOOR = 2916 5Q.FT. - - —————— —————— —--- _— PROPOSED SECOND - 1,442 SQ.FT. I I - - - -- L__-____-____________________ �! HEALTH DEtARRTMENT USE I I , �¢ b t I LsN I I I I Of t {I t 6-7 ,-7 a• ra 114' i t t , --- - - - - - ----- ---- - - ---- - ---I L— — — — --------------- ' I ! -------- —____—__--- SURVEYOR 5 GERTIFICATI . BASEMENT STAIRS ARE PROVIDED BASEMENT STAIR AND THERMAL • tM i - , AND INSTALLED BY OTHERS I-——1 ENCLOSURE ON SITE BY OTHERS zl b 51 L--- ———— --- J I i t i ------------------------------------------------ i GARAGE i tp HOWARD W YGVN6,N.Y.S.L.S.NO.45893 �' y r+ N d` 112! I I t Lr 1 I SURVEY FOR EVAN&ELIA P5YLLO5 o I I 1 LOT 46, SUN5ET KNOLL5, 5ECTION 2 I I I j at Mattituak, Town of Southold I j j i 5uffolk County, New York { i 1 t , I I I BUILDING PERMIT 5URVEY }t L-- ——————— --------'-- n ————__— —_——__——_ County Tax Map oiD(FmT 1000 s6cTroD 106 Brock 08 Lot 42 FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT. it,2016 Record of Ravislons RECORD OF REVISIONS DATE o J O O O Y m a FOUNDATION PLAN Scale: N.T.S. J05 NO.2016-0140 DWS.2016_0140Jpp OF 5 D=MONUMENT SET ®= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1)UNNI7mmuED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORX STATE EDUCA170H LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LRiES TD EXSTNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N07 TD BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDEFED TO SE A VALID TRUE COPY(6)CERTACAMON INDICATED HEREON 91ALL RUN ONLY TO THE PERSON FOR WHOM ME SURVEY IS PREPARED AND ON HIS EENALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENGNG INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDNG NsTITUVOL CERnncA7ION5 ARE HOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)TME LOCATION OF WELLS(N),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVARON•S AND OR DATA CBTAV ED FROM PTH ERRS 400 Ostrander Avenue,Riverhead,New York 11901 W.631.121.2303 fax.631.127.0144 admInoyoungengineering Som i r T-V rW-4 x Ir Howard W.Young,Land Surveyor ' r +W , Awr-7tThomas G.Woipert,Professional Engineer Douglas E.Adams,Professional "Ineer Vsex Robart C.Tast,Architect - SITE DATA a AREA = 20,125 SQ. FT. CL t ��/ •SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE NOOK OF THE CLERK OF SUFFOLK COUNTY ON APR 09,1990 AS FILE NO. N v AR J1 OO5QFT 5448. VERTICAL DATUM = NA.V.DATUM{1988) o ® - • &R05S FLOOR AREA b � s i PANTRYm PROPOSED FIRST FLOOR - 2AI0 50.FT. c •' r" PROPOSED SECOND - 1,442 SQ.FT. 6'-0Stl6• 6L 5FIG g•I yt• HEALTH DEPARTMEtdT USE v eDPHiDFA7a.t RENGIOOOR roeIFme o HO 0 Ho V ie t E KITCHEN DINING AREA LIVING ROOM 0 AREA.771 SOFT AAFA.NISDET Kr �R SURVEYOR'S CERTIFICATI Isar aZ16 Iff tTJ?6 e15LTE p�ppW� - ' RATH#2 T. CLUB ROM FOYER , BFAROOM ql 9 a � - - b AfRa.TVESQFT 7 Ai�Ax JIVWF1EV4YiH) iI '+T 7 I �// HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 N VSR>5 E f SURVEY FOR OATH NI " �Si7+t7RT LOT 46, "SUNSET KNOLLS, SECTION 2" o 7E'�UKtED" ra MIT) 6- Tat Mottituck, Town of Southold T Nom• y' Suffolk County - ravr S;U+P 7 s. sus- �.eyt' , New York - r na a GARAGE s T 6UILVIN6 PERMIT SURVEY c�H,HooRDHPODF ticrnx County Tax MOP District 1000 Ssct,on 106 elock Ob Lot 42 a FIELD SURVEY COMPLETED OCT. 10,2016 MAP PREPARED OCT. II,2016 Record of Revisions RECORD OF REVISIONS DATE N 0 S J O 0 c �• 7T- tts + Ira m o FIRST FLOOR PLAN a Scale: N.T.5. JOS NO.2016-0140 DWG.2016_0140—bp 4 OF 5 O= MONUMENT SET ■= MONUMENT FOUND A= STAKE SET AIL= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHDhN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTIO+rCERTIFICATIDNS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.'1212303 fax.631."129.0144 adminagoungengineering.com Howard A.Young,Land Surveyor e� ® Thomas G. Wolpert,Professional Engineer W E \ y ) Douglas E.Adams,Professional Engineer O \ I Robert G.Tast, Architect Robert Stromskl,At tt o \\ / L_�2 SITE DATA .0 / ' 6, AREA = 20,125 50. FT. «SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APR.Oct,19'10 AS FILE NO. a \ / \! 5448. "W 1 \ ^ g \\ / / , / ' O � i \ 0 HEALTH DEPARTMENT USE O 0 007 I \ SURVEYOR'S CERTIFICATION d �� p" ��`� \ •Ye HEREBY CERTIFY TO EVAN G ELI 015 FF� s \� SURVEY AAS PREPARED IN ACCO 04 TkE6GO _ E�OFj - , PRACTICE FOR LAND SURVEYS O O ASSOCIATION OF PROFESSIONAL o N ��' N r L s 4r is X11 „ 9 t\o1Y oje 'Der 7 n lr HOWARD A YOUNG,N.Y.S.L.C4 iA S. 005URV'EY FOR EVANGEL I A PSYLLOS LOT 46, "SUNSET KNOLLS, SECTION 2" at Mattituak, Town of Southold / Suffolk County, New York it FOUNDATION LOCATION SURVEY Lot 46 ` DO !, County Tax Map DlStrlel 1000 Section 106 Block 08 Lee 42 C\� Ov FL` i� IIELDAP�VEY COMPLETED OCT.ARED 10, 2016 1\� DD Record of Revisions V RECORD B REVISIONS DATE V AMENDED AMENDED BUILDING PERMIT DATA JAN.04.201'1 I ADDED SAMC DATA MAR. 16.201"1 AR.24,201-1 siwws? '{ FOUNDATIION LOCATION SURVEY C DATA MJUNE 28,201 v / roy,DO Ib\o\Qy° PeJUL 2 7 2017 e Pj 40 O 20 40 80 Q. II B DINGDE�'P. Scale: I" = 40' WNOYSOu�O�� JOB NO.2016-0140 DAG.20I6_0140_foundation_loc I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND I` .I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKLSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR NINON THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON.AND TO THE ASSGNEES OF 7HE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUDSEOUENT OWNERS (S)THE LOCATION OF WELLS(1O,SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York II90I N tel.651.121.23OS fax.631.121.0144 adminsyoungengineering.com I 4 � 4 � ` Howard W.Young,Land Surveyor \ Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer \ \ Robert G.Tast,Architect Robert Stromskl,Architect s \ LR3 '�, SITE DATA \ >. � 3 � i ' �6, AREA = 20,125 50. FT. IN SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE o - \ AA S• OF THE CLERK OF COUNTY OUNTY ON APR.09, 1970 As FILE NO. g \ iMp N 5446. 51 g \\ O \ HEALTH DEPS R TMENT USE 0 OCL \` 0 e i • o � .tet SURVEYOR'S CERTIFICATION 1 \ 80 •WE HEREBY CERTIFY TO EVANGELIA P ,LZOE THAT'T^ 19 SURVEY WAS PREPARED IN ACCORDANCE fTld TF GH7DE OP"e, -�1 PRACTICE FOR LAND SURVEYS ADOPTE W YORK PROFESSASSOCIATION OF IONAL LAND 1 clC' ! 8b` C �1 o �lS0 p9w m 2 254 1 , \ �tSc�9?� �`Jy'// cc R \\1 \<11 HOWARD W.YOUNG,N.Y.S.L S.NO.45893 C `�' J `� C4M HL •O \ - " °TS 06 �- SURVEY FOR EVAN&EL I A PSYLLOS LOT 46, "SUNSET KNOLLS, SECTION 2" at Mattituck, Town of Southold \ / Suffolk County, Ni York T L FOUNDATION LOCATION SURVEY bio Lot 46 p County Tax Map DISti 1000 S..tH°I, 106 BI°Ck O8 Lot 42 C� X009 Fy- FIELD SURVEY COMPLETED OCT. IO,2016 L1`a MAP PREPARED OGT.II,2016 Record of Revisions RECORD OF REVISIONS DATE AMENDED BUILDING PERMIT DATA JAN.04.2011 ADDED SWMC DATA MAR.16,2011 J / 0 DATA MAR.24,2011 / �r>c% I r G,\O\a5 OOf' ! FOUNDATION LOCATION SURVEY JUNE 28,201 c o 40 0 20 40 80 Sci l®L 1" = 40' 6 JOB NO.2016-0140 DWG.2016_0140_foundation_Ioc I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND I� (t)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO,DaSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSRTU7ION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 N tel.631."1272303 fax.631.129.0144 adminagoungenglneering.com oug� 4 goun� i Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer W E \ Douglas E.Adams,Professional Engineer O _ \ I Robert G.Tost,Architect Robert Stromski,Architect \ / � •' R�?� SITE DATA S \ / • / �8, AREA = 20,125 SQ. FT. \ / � /• � 6�� - "SUBDIVISION- "SUNSET KNOLLS,SECTION 2"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON APR.09,1990 A5 FILE NO. 5448. W HEALTH VEP.A4RRTMENT USE -- \ O ' N�\03q�20 \ SURVEYORS GERTIFIGATJON---- i \ P d O.. \ •WE HEREBY CERTIFY TO E VA N G E L IA,+P L C4 OW _ \8 Ch SURVEY WA5 PREPARED IN ACCORDANCE ITH THE,CODE ., I "--- �\` \ PRACTICE FOR LAND SURVEYS ADOPTE BY;THE-NEW.YORK STA 0 \ -� \ ASSOCIATION OF PROFESSIONAL LAND V�YORS �� E oar, OSI HOWARD W.YOUNG,N.Y.S. .5. .455C15 LAND N •, 9 ° 0 \� SURVEY FOR _ EVANGELIA PSYLL05 LOT 46, "SUNSET KNOLLS, SECTION 2" at Mattituck, Town of Southold Lot 46 Suffolk County, New York �? "Sunset Knolls, �\ FINAL SURVEY Section 2" T \��Gj- 0 County Tax Map District 1000 Section 106 Block 08 Lot 42 OSI Fy` FIELD SURVEY COMPLETED OCT. 10,2016 1P� MAP PREPARED OCT. 11,2016 a� Record of Revisions RECORD OF REVISIONS DATE AMENDED BUILDING PERMIT DATA JAN.04,2017 u ADDED SWMC DATA MAR. 16,2019 J ��`, 5�0\Qy AMENDED SWMG DATA MAR.24,201 F Ott ��t SAN I TORY ME,45UREMENTS FOUNDATION, oCATION SURVEY Z2.O18 NAL o Of tPQ/ � GENERAL AMENDMENTS JUNE 20,201 17\0 M 1A $ 40 O 20 40 8o � � I I I C'J O 9 ST 21 34 Scale: I" = 40' IL LF 48' 551 JOB NO.2016-0140 AS.2016_0140_fs I OF 1 O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND J41513 (1)UNAUTHOWED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EOSTING STRUCTURES ARE FOR A SPECHFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES-(3)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TETE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION,CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. (5)THE LOCATION OF ME1LS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I - 400 Ostrander Avenue,Riverhead,New York 11901 N tel.631.?27.2303 fax.631.127.0144 admimpungengineering com Howard W.Young,Land Surveyor Thomas 0.Wolpert,Professional Engineer W VE \ 11 Douglas E.Adams,Professional Engineer ` Robert 0.Tast,Architect j Robert 5tromskl,Architect 3�3�, SITE�D�ATA S / AREA = 20,125 50. F=T. 616 •SUBDIVISION- 'SUNSET KNOLLS,SECTION 2'FILED IN THE OFFICE W �. OF THE CLERK OF R.SUFFOLK COUNTY ON AP04,1910 AS FILE NO. g / \! 9448. HEALTH DEPARENTaUSE \o3a20TNy, �ARRTMEMT(OF WALTH SERVICF C"`ASTR49CVE©Qft9®RKS FOR �Lo 001 / \\�0 \` ®6sA, L L If3.Su tl�1�le OV®c 0 3g1,10 i \ \ `He I wase[11SPOwl Ond\water Sup*tt; 3 3 wfond � \0 / �8® Insp::ted anigot ce�IPed I3y WS Gr®G3 f1A�. t s isfactcTy ®4�A Ff OI�d�D61h1 — ogn -5� _VBG \ N °� Craig Knep er, F'.E., Chief ION Y 9W 1 __� O/ •WE HEREBY CERTIFY TO EVA N IS E L 1A P Lt:CSS V T _ \2 Y h SURVEY WAS PREPARED IN ACCORDANCE LTi >CO E Ior- o \ PRACTICE FOR LAND SURVEYS ADOPTS YI. 5TP RO 20 \ ASSOCIATION OF PROFESSIONAL LAND D�R,�i' 0v; G 411-1 Cki � a Y9c � W \ `` � WELL \ HOWARD .YOUNG, L .NO. Or, \- SURVEY FOR EVAN&ELIA PSYLL05 \A / LOT 46, "SUNSET KNOLLS, SECTION 2" o \a � °�' ``'-'--,.at Mattituck, Town of Southold Lot 46 " J Suffolk County, New York N "Sunset Knolls \ D JUL Section 2" � � O7 BUFF CO �� COFunt� 1a�xrM`p�DIB�trTi�IOOO Section 106 Block O OCT. 10,2016 b 9L1sr�� ,- 1 O,1�tr I OF � !: u daS�P�PREfPARED OCT.11,2016 S�\D3q 2 b UILDIN DFPT� Record of Revisions OF REVISIONS DATE ®WN OF ® OLD AMENDED BUILDIN6 PERMIT DATA JAN.04.2011 ADDED SIAIMr,DATA MAR,16,2011 AMENDED SWMC DATA MAR.24.2011 c / o� Or eaL�� FINAL SURYTEYOGATION SURVEY JUNE 22.2018 / - roW k ` SAN I TORY ME,45UREMENTS GENEIZAL ADDRESSED xDHSHS NOIGA .R rLEY 2084:2�b 5 �a -' OLAP/ w ji P` B 40 O 20 40 60 mmmmw ST 21' 54' Scale: 1" = 40' LP 48' 55' JOB NO.201&-0140 DWG.2016_0140_fe I OF 1 O = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET e= STAKE FOUND 1 I;- y �..� LONGI-2 OP ID: EA AC-oRI� CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) 03/07/2017 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(ies)must be endorsed. If SUBROGATION IS WANED, 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). CONTAPRODUCER NAME CT Eulam pia Appelbaum ICS Agency,Inc. PHONE FAX 310 Willis Avenue Alc Nog :516-248-9200 aIc No 516-248-9017 Mineola,NY 11501 AD.R1ESs,eulampia@icsagency.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA;SOUTHWEST MARINE 8r GEN INS CO 12294 INSURED Long Island Modular Homes,Inc INSURER B:CONTINENTAL IND CO 28258 500 North Broadway,#103 INSURERc:SHELTER POINT LIFE INS.CO. 81434 Jericho,NY 11753 INSURER D' r INSURER E: INSURER F, COVERAGES CERTIFICATE NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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 ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MIDD MM1DD GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A X COMMERCIAL GENERAL LIABILITY GL2016LHE00231 05/13/2016 05/13/2017 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE A 9 OCCUR MED EXP(Any one person) $ 5,000 I X BLKT ADDL INS PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'LAGGREGATELIMITAPPLIES PER, PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY X jE OT LOC COMBINED SINGLE LIMIT F71 $ AUTOMOBILE LIABILITY Easocident) S ANY AUTO BODILY INJURY(Per person) S ALL OWNEDSCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS PERACCID $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE 5 DED I I RETENTION$ S WORKERS COMPENSATION _ X TORY LIMITS WCSTATU- DTH- ER_ AND EMPLOYERS'LIABILITYY! B ANY PROPRIETOR/PARTNER/EXECUTIVE 46-826599-01-08 04/01/2016 04/01/2017 EL EACH ACCIDENT $ 1,000,000 � OFFICER/MEMBER EXCLUDED? N/A E (Mandatory in NH) L DISEASE-EA EMPLOYE S 1,000,000 If yes,descnbe under 1 000 000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S a C NYS DISABILITY DBL306529 09/13/2016 09/13/2017 STATUTORY DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AttachACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWSOUT SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold,NY 11971 J:v� pp I ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address-only) 1b.Business Telephone Number of Insured Long Island Modular Homes, Inc. 518-472-7033 500 North Broadway, Suite#103 1c.NYS Unemployment Insurance Employer Jericho, NY 117.53 Registration Number of Insured Work Location of Insured(Only required if coverage isspecically 1d.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-2942679 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(EatityBeingListed as the Certificate Holder) Continental Ind. Co. 3b.Policy Number of entity listed in box"la" Town of Southold 46-826599-01-08 Building Department 54375 Route 25 3c. Policy effective period Southold, NY 11971 04/01/2016 to 04/01/2017 4 3d. The Proprietor,Partners or Executive Officers are ❑� included. (0iflycheck-box if:llpartners/offieeisincluded), r ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation undertheNew York State Workers'Compensation Law.(To usethisform,NewYork QMmust helisted underItem 3A on the INFORMATIONPAGEofthe-workers'.compensationinsurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carnerwill also notify the above certificate holderwithin 10 days IFapolicy is canceled due to nonpayment ofpreiniums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These noiiees inay be seat by regtilarmail.) Othenvise,this Certificate isvalidfor one year after this form is approved by the insurance carrier or its licensed agent,or until thepoMiy expiration date listed in box"3c".whichever is earlier. 'Please Note:Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract,issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the Nen York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by ICS Agency, Inc. (Print name of of insurance carrier) Eulampia Appelbaum"bld.cn=EulampaAppelbaum,o,ou3/7/2017 ppe�bautr "1 .email=eulampiagtcsagencycorn;;us Approved by: Date:2on 03 0716 51,22-05'W(Signature) (Date) Title, Certificate Manager Telephone Number of authorized representative or licensed agent of insurance carrier. 516-248-9200 Please Note: Only insurance camiers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-07) Nnaiv web.state ny.us STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF-NYS-WORKERS--COMPENSATION INSURANCE-COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Long Island Modular Homes, Inc. 516-472-7033 500 North Broadway, Suite#103 le.NYS-Unemployment_Insurance Employer Jericho, NY 11753 Registration Number of Insured Work Location of Insured(Only rewired if coverage isspecifrcally ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-2942679 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Continental-Ind: Co: 3b.Policy Number of entity listed in bog"Ia" Town-of Southold 46-826599-01-09 Building Department 54375 Route 25 3c. Policy effective period Southold, NY 11971 04/01/2017 to 04/01/2018 3d. The Proprietor,Partners or Executive Officers are 0 included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in boa"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensationf aw.(To use this form,New-York(NY)must-be listed underItem 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent Aill send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Cagier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. ('These notices may be sent by regular mail) Othenvise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c;whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be -named-on a-permit,_license-or-contractissued-by a certificate-holder,.the-business must-provide-that certiricate-holder Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: ICS Agency, Inc. (Print name of auUlonz ssMKi&%%M5 1W.Vent of insurance carrier) Eulam is A elbaum Mc--E0lampaAppelbauno.eu, emmkeulampiaC-iaagemywm,�US 03/29/17 Approved by. p Date 2017.032913-0736-04W (Signature) (Date) Title: Certificate Manager Telephone Number of authorized representative or licensed agent of insurance carrier: -516-24'8-9200 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105 2(9-07) -,vww.wcb.state.ny.us �. NEWclrkers' CERTIFICATE OF INSURANCE COVERAGE �L MATE I BoardCo�!rtpd Compensation UNDER-THE ISYS DiSABILITY.BENEf1T.S LAW '�.- PART 1.To be-completed-by Disability-Benefits Carrier or Licensed-insurance Agent of that Carrier- 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured LONG ISLAND MODULAR HOMES INC 516-472-7033 1c.NYS Unemployment Insurance Employer Registration -Number of Insured 500 NORTH BROADWAY SUITE#103 JERICHO, NY 11753 1d.Federal Employer Identification Number of Insured or Social Security Number 262942679 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance-Company- TOWN OF SOUTHOLD 3b.Policy Number of Entity listed in box"1a": BUILDING-DEPARTMENT DBL305529 54375 ROUTE 25 3c.Policy effective period: SOUTHOLD, NY 11971 09/13/2016 to 09/12/2017 4.Policy covers: a. I M40 I All of the employer's employees eligible under the New York Disability Benefits Law b.® Only the following class or classes of the employer's employees Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability-Benefits insurance coverage as described above. _Date Signed_ 3/8/2017 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number -516-329-8100 Title Chief Executive Officer IMPORTANT:if box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 228,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART-2.To-be completed-by-NYS Worker's-Compensation-Board-(Only-if-box"4b"of-Part 1 has-been-checked)- State of New York Worker's Compensation-Board- According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) 1 t . " �z 10TED DRAINAGE INSPECTIONS ARE REQUIRED t 513� Contact TOS Engineering at 765.1560 before r Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code. -Y f�ul._us� .a DL:— a AT 765-1802 8 AM. TO 4 PM FOR THE FOLLOW'. G INSPE:: TONS: 1. FOUNDAI►ON T4'd0 REOUiRED P'UMBER CERTIFICA TON Fr7 POURED CONCRETE --ON LEAD CON TENT BEFORE 2. ROUGH - FRAMING & PLUMBING •CERTIFICATE OF Or:CUr=A;vcY' 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOLDER US-0 ;1•tii t� BE COMPLETE F'%."19C.O. SUPPL Y S`i J;E,R�f (;A,h41�GT ALL CONSTRUCTION SHALL MEET THE =,EXC_EED 2110 0I= 7/ LEAD. REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR lr DESIGN OR CONSTRUCTION ERRORS. P OMSING::• :ALL PLUMBING WASTE �\ &WATER LINES NEED COMPLY WITH ALL CODES OF ING BEFORE COVERING�� ' NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF v �mffuty n Q,O,NQT PROCEED WITH- 4JNTfL_$URVEY':`'1 FONNI ',O F F. t 'qq 4 .-AiCATIOW'is i TRUSS PI.ACARDING REQUIRED ELECTRICAL OCCUPANCY OR INSPECTION REQUIRED USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 25'-5112" 28'-61/2" , 13'-5 7/8" N� LPFSCORPORATION ppld®!/E®404 PLF 2599# - 31117 2706# 1STHD14RJ STHD14RJ ® ---_ ---------12 3 — -- M� - 77# N rg, PA a - I I m ti CV I I I O rn I I I STHD14W 1 7,715# 1 1 22-1113116" N STH6D14RJi I.1 114" 4'-101/4" 7'-9° 8'-0" 2 314" 4'-4" 17,-75/811 6'-4 3/16" v I v v NIX �CD _ �� M STHD14PJI I r 4,972# 6,868# I �— Nv' —.------ ---- - ---- `n— ---- N 1405# a,025#� — —' t � 999 PLF ® ® I T70"#R - SSt " STHD14RJI I � 1 , !� L — ———_— _— _ ® IS J Lu 0 --- I N V I 1 4977 L M o 3' 11/4" �a I Lo U) STHD14RJ O o BM-11,(2)200 SPF#2 PER MODULE BM-10,(2)2x1Q SPF#2 PER MODULE = W i �H =�Es M r I I C,jI ® I C.0 CPO � a_ CD U? I I cooo� N �m0= noo= I I �'-9" 5'-11" I E HD14RJ Z U z r iR iR I ,I1 1/ " 4'-1 112" 7'-9" 10'-1" 7'-9". '-6" 1 z zoLu Lu Q �o N M _ O J� ) C4 55 1 2,6 a# 8,02 -3,832# — 44,790# — _ :]q6.432# _ 2,575# _ — I ,42# 2,586# I 1.056# r w W cn F z _ICD ti o o ZD N p O U I(2)2x10 SPF#2 PER MODULE 8MM.(3)2x10 SPF#2 PER MODULE BM-09,(2)2x10 SPF#2 PER MODULE HD144977# N z m Q a , THD14R1 ($AME AS BM 11) I I N O 4977# LO to I i I frHDI4RJ - d �� Q i BASEMENT STAIRS ARE PROVIDED C__� BASEMENT STAIR AND THERMAL 1 ® 1 - a, �° 1 a I ANd INSTALLED BY OTHERS �- -{ ENCLOSURE ON SITE BY OTHERS STHD14 I 2 p2' � r- ��O � 3978# ! E--� � I ® I - � CO>- p� O 00 I I lu Q sl �' a ='J 1 0 Lu w `° o �1 3.536# 111{" -- -- 3,536#.x----- --------- ------- ------- ------ ® �t 0 � j� 218e -- - y 999 PLF ® ® 1 n 0 O THD14RJ1 ® ® --------- ----- Vic) LL Cl N --- -- --- ----- �Q-- --- ------------ ---- -- 1111" PNE O �`r N 13'-7 518" 34'-k 718" 5'-4 314" 314" w cq .Z- G 48'=4112" * �o o^ W o 54'-0" v -' U n W M O 696191 4, DATE NG'; AR°�Essl NP s12Q17 3/2117: 2a MODULAR SUFFOLK COUNTY STEEL All required energy testing required by Chapter 11 of the c 11 EDWARDS DRIVE, BLOOMSBURG, PA 17815 , 2015 IRC and 2015 IECC shall be done by Nu-Tech o T Services,Inc.881 Warrior Run Blvd.Turbotvill,PA. r M N TEL. (570) 5204062 WWW.STEELMODULARSYSTEMS.COM 570A90-3928.Energy code testing performed on-site& Z CL C 0o passed in accordance with codes listed.All on-site :. to C6 inspections b the energy testin agency and the APPLICABLE STATE BUILDING CODES: GENERAL NOTES: y 9y 9 9 y m attachment of the NY insignias try PFS Corporation at the NYS 2016 UNIFO�M CODE(WHICH,SPECIFICALLY FOR 1. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN AP LICABLE.WHEN NOT APPLICABLE factory must be done prior to the issuance of the local use ® o DETACHED ONE-AND TWO-FAMILY DWELT INGS AND OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM &occupancy permit This information will be noted on the TOWNHOUSES,INCORPORATES BY REFE ENCE) OF 4%NATURAL VENTILATION IS PROVIDED. data plate. 19 c o -NYS 2016 UNIFORM CODE 6UPPLEMENT,(2016 UCS) 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND ® ' } -REFERENCED?015 INTERNATIONAL REWOENTIAL ODE BUILDING ENVELOPE TIGHTNE S VERIFIED VIA VISUAL 0 -0 (2015 IRC)PUBLICATION,WITH SPECIFIC CODE PRINTING, INSTALLED ON SITE BY BUILDER. INSPECTION DURING INSULATION INSTALLATION. � E z APPENDICES AND REFERENCED STANDARDS AS IDENTIFIED 3. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS ON-SITE ACH50 BLOWER DOOR TEST ALSO REQUIRED. IN THE 2016 ICS. FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES WY BE FURNISHED BY BUILDER TEST RESULTS TO BE FILED WITH LOCAL AHJ. � -2014 NATIONALELECTRICAL CODE AND FIELD INSTALLED, USE GROUP: SINGL�FAMILY DWELLING 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT REQUIRED WHOLE HOUSE VENTILATION SYSTEM,MINN IN Q 90 CFM CONTINUOUS PER R NYS T-M1507.3.3(1),AS a �• CONSTRUCTION CLASSIFICATION:VB,WOOD FRAME MAY BE DONE IN FIELD IF DONE IN SUCH A NNER AS NOT TO AFFECT THE INTEGRITY OF ¢ � a ra THE STRUCTURE.AL FLOOR,WALL AND CEIL NG PENETRATIONS MUST BE FIREBLOCKED PER CODE W LL AS ENTIRE FORCED-,IR HVAC SYSTEM,IS DESIGN CRITERIA FOR WIND AND SEISMIC: REQUIREMENTS(RCo f NY SECTION R602.8.1j DSIGNED AND INSTALLED ONSITE BY OTHERS DWELLING IS DESIGNED IN ACCORDANCE RCNYS SEC R-602.10: 5. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH WIND LOADS(3 SEC.GUST,Vult) MAXWIND SPEED-134 MPH,EXPOSUIIE'C' SUCH OPENINGS fIREBLOCKED. * ASSUMED SEISMIC ITE CLASSIFICATION='D' 6. FOR FIELD CONNECTIONS SEE MODEL CROS$SECTIONS. DWG.#' SHEET NAME DATE REVISION ~ r SEISMIC DESIGN CATEGORY='B' 7. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"'"ARE BUILDER/CONTRACTORS RESPONSIBILITY. DATE a w 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. M o 0 1 COVER PAGE 02-08-17 9. EVERY SLEEPING ROOM SHALL HAVE,IN ADDItION TO PRIMARY EXIT,A EMERGENCY USE OPENING o R N 2 FOUNDATION DETAIL'S 10-21-16 w BUILDING IS NOT IN FLOOD ZONE-FDN DESIGN NOT REQUIRED OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS.OF EGRESS THEY SHALL HAVE �1621 10 A IA ON DDIAGRAM - - OUNATIt— (EL 55.00',NASD-88) A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.AND 2a F DESIGN LOADS: NET CLEAR OPENING OF 20"X24". 3 1st FLOOR PLAN 09-09-16 = M LIVE LOADS: 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVID�D 3a 2nd FLOOR PLAN. 12-1316 0 NON-SLEEP10 AREAS-40 PSF ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH 3c 1st FLOOR SHEARWALLS 01-09-17 5;3 SLEEPING AREAS-30 PSF BEDROOM AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE 3d 2 nd FLOOR SHEARWALLS 01-09-17 C1¢ EXTERIOR BALCONIES-60 PSF WILL ACTIVATE ALL, , D WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE 4 WIN/DOOR SCHEDULE 12-16-16 z STAIRS-40 PSF,OR 300 LB CONCENT f ATED LOAD INSTALLED BY BUILDER THEY MUST BE INTEROONNECTED WITH ONES JNSTALLED BY MODULAR O o ACTING OVER AN AREA OF 4 SQ IN. WHICHEVER MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR 5 FRONT ELEVATION 09-30-16 �m= W �? PRODI{CES GREATER STRESSES. 5a REAR ELEVATION: 09 13-16 C7 z U z w 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4-SPHERE CANNOT �„ Z < D 5b LEFT SIDE ELEVATION 12-13-16 z o a ROOF-GROUND SNOW LOAD=30 PSF PASSTHROUGH. O OJ 51 1 o 0 2ND STORY- 12. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING OOR 5c RIGHT SIDE ELEVATION 12-13-16 � a �� 10 PSF BEHIND KNEEWALLS' � 6j ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING OORS 6 1st FLOOR ELECTRIC 12-14-16 w w U) z 10 PSF BETWEEN KNEEWALLS IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUB AND SHOWERS,IN ANY PART OFA � ''' 6a 2nd FLOOR ELECTRIC 12-16-16 E-2_0�DEAD LOADS: BUILDING WALL ENC OSING THESE COMPARTMENTS WHERE THE BO OM EDGE OF GLASSING IS LESSACTUAL LOAQS NOT TO EXCEED THAN 60"ABOVE DalN OUTLET,IN AN INDIVIDUAL FIXED OR OPEf PANEL ADJACENT TO A DOOR 8 ELEC/PLUMB NOTES 12-16-16 m ¢ 20 PSF FOR TRUSSES WHERE NEAREST VERTICAL EDGE IS WITHIN 4"ARC OF A DOOR IN CLOSED POSITION AND WHOSE 9 PLUMBING SCHEMATIC 12-13-16 5 PSF FOR CEILINGS BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANFL OTHER THAN THOSE LISTED 9a 1st FLOOR PLUMBING 12-13-16 10 PSF FOR FLOORS ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. 9b 2nd FLOOR PLUMBING 12-13-16 0 BUILDING AREA: a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. 10 SECTION 12-16-17 "'`n 0 SF=BASEMENT>6'ABOVE GRAD b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. V �w 10a ; SECTION DETAILS 12-16-16 1750 SF=1 ST'STORY ABOVE GRADE c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. 11 FASTENING SCHEDULE Z �� W 1403 SF=2ND STORY ABOVE GRADE d.ONE OR MORE WALKING SERFAGE WITHIN 36"HORIZONTALY OF GLAZING. — 3153 SF=TOTAL AREA(TWO STORIES ABOVE GRADE) SAFETY GLAZING SHALL BE IN WALLS INCLOSI�G STAIRWAYS,LANDINgS OR RAMPS WITHIN 36" SITE SURVEY PLA 10-11-16 Uj � (� HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60" � or-:5 ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SAFETY GLAI ZING ADJACENT TO STAIRWAYS N w M= W BUILDING IS IN CLIMATE ZONE 4A S H m WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED GLASS URFACE cn �7e, �= IS LESS THAN 60"ABOVE THE NOSE OF THE TREAD. m � o w � ATTENTION LOCAL INSPECTIONS DEPARTMENT: 13. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) w m W O The following items have not been completed by the Modular Home IF USED SHALL BE IN COMPLIANCE WITH STATE CODE i—U? U 14. MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF 7'-0".ONE ROOM A MIN. NOTE: HVAC SYSTEM INSTALLED ON SITE BY BUILDER. LU w Manufacturer,have not been inspected by 3rd Patty Agency and are OF 120 SQ.FT. > not certified by state label.Code complia(rce must be 15. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% o determined at the loc I level. Foundation,Porches,'decks and steps HVAC systems Plumbing OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4% OF THE NF o N FLOOR AREA VENTI TED. o W to and Electrical connections at site Any items marked on included �(�G PAL1 YO ¢o drawings as"BY BUILDER"or with the"*"or"**'";symbols 16. WHEN THE OPENINCOF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR �P ��( C S, ,p ; O It SURFACE BELOW THELOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED Cb O y o N FLOOR OF THE RO IN WHICH THE WINDOWS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL w LOCATION OF LABEL$: BE FIXED OR HAVE A OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. `� w DATA PLATE - (1)PER MODEL AS INDICATED ON PLAN 17.WALL AND CEILING FINISHES SHALL HAVE A FAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200. ¢ !' 3rd PARTYLABEL - (1)IN EACH MODULE AS INDICATED ON PLAN 18. THE BUILDING SHAL BE PROVIDED WITH VENTILATION THAT MEETS T E REQUIREMENTS OF SECTION M150 y w STATE LABEL - (1)PER MODEL AS INDICATED ON PLAN OF THIS CODE OR THE INTERNTIONAL MECHA ICAL CODE AS APPLICA LE OR WITH OTHER APPROVED MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY KEYSTONE STRUCTURAL GROUP 6.4 096191 �,� DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERA TING.(N1103.6.1)(R403.q.1) 711 DAVIS STREET R DATE DWG' pp -DATA PLATO A-STATE LABELS E] -THIRD PARTY LABELS SCRANTON,PA 18505 OFFS S1 2-08-17 1 6/2Q 17 OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN ------------------.----------=------------- FLOOR DECKING _______ _ _ ' _ __ j z METAL JOIST HANGER f r-=----------=- -- -- ----- -- - " -------=� I I FOR LOCATION OF STAIRS �FLOOR PLANSRE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10 . I 1 w o FLOOR JOUST w I I SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I �----- a I IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. I I 31/2"x7"04 STEEL PLATE n o I I I I WELDED TO COLUMN w I I UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS I I`" o U_ ACCESS TO CRAWL SPACE B BUILDER ARE REQUIRED UNDER CLEC R SPANS I I 0 0 IN COMPLIANCE WITH ALL ST�4TE AND LOCAL CODES IN PEILING GIRDER IN EXCESS OF 5'-0" j I I j� (4)3/8"x4"LONG LAG BOLTS Q o I I SMOKE DETECTOR IN I L--J I 31/2"IN DIA.STANDARD AC/DC BASEMENT BY BUILDER I I � � I I STEEL PIPE COLUMN 9 1 1 30"x30"x12"CONCRETE FOOTING ® SEE COLUMN PACING DRAWING 2a 1 I nF APPR®VE®INTERMEDIATE SUPPOR EN SUPPORT r---- 30"x30"x1Q"CONCRETE FOOTING STANDARD) 3/6/1'7w I I Iw I I i I P® TI®R!I I ' ' ASEMENT COLUMN DETAILburg, PA Z) I i CENTER BEAM WITHIN FLOOR 112"MIN.DIA STANDARD STEEL I I o w I I SYSTEM(SEE CROSS SECTION) Ug5FL�H�7ftfflR _ I I 716"xl6�"&'BLOCK PIER 1 1oFLOOR DECKING2 1 1 D FQR ALL MODELS I I w w §i o I I WITH CRAWL SPACE(TYPE I I METAL JOIST HANGER o o o = I I "M"OR"S"MORTAR) ANCHOR BOLTS TO START V-0"FROM EACH END OF 1 I OR 2X2 LEDGER O r I I FOUNDATION AND SPACED SO AS NOT TO INTERFERE I I = w w N Lu 0 1 1 �IVITH FLOOR JOISTS 1 FLOOR JOIST Of F- > - a >o i I I 2 x_CONTINUOUS SILL PLATE FASTENED I I < i I TO FOUNDATION WALL WITH 112"DIAMETER BOLT 12"FROM CORNER. I I x8 DBL.SILL PLATE I I BOLTS MUST EXTEND A MIN.7 INTO MASONRY 1 I pO >- ti I L— --------- --------- ----- --- --- �—------------ J —J � �� o r - "x16"BLOCK PIER 5!8"DIA.ANCHOR BOLT IMBEDDED Q O I I 1 " " IN CONCRETE MIN.7" 6'-0"O.C.MAX. -� L--------- I I I 1 TYPE M OR MORTAR) O 12"FROM CORNER C) m= W o r OPTIONAL CANTILEVER --- o I 30"x30"x90"CONCRETE �7 z U Q x Y SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I I jt2j FOOTING STANDARD z o W �� __ (STANDARD) CONCRETE PARGING COVER O o w a r VAR ES PER INDIVIDUAL FLOOR PLAN WITH BITUMINOUS COATING o -� CRAWL SPACE PIER DETAIL FOUNDATION WALL BY BUILDER. w m J 0 o FOUNDATION NOTES: PERFORATED DRiAIN TILE a o a I. ALL CONSTRUCTION AND MATERIAL BELQW THE BOTTOM OF THE FLOOR JOIST IS THE REOPONSIBILITY OF THE p BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. #4 RE-BAR CONTINUOUS q 3 2X6 STUD CORNER 3 2X6 STUD CORNER ,n� 2. BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS,EXCAVATION AND BACK FILL,PILASTER,ETC.MUST I �� COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCpL CODES,LAWS,RULES 1 FOUNDATION WALL DETAIL V �w co AND REGULATIONS. I Z ¢CO i 3. INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE -ATTACH tO HOUSE CORNER I� - n->- Q BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, WITH 38-16d SINKER NAILS I ATTACH SHTG STRIP CD �� }- 4. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 11150 OF FLOOR AREA AS FREE I TO COVER STRAP' :E w SHEAI Lu VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE (GABLE WALL N m 5. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY,OR BE REQUIRED.CHECK (GABLE END) ATTACH SIMPSON STHD14RJ cn LOCAL REQUIREM NTS. TO HOUSE CORNED m � o� O 6. ALL FOUNDATI NS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SO L CONDITIONS. WITH 38-16d SINKER NAILS z 7 CRAWL SPACE OUNDATIONS REQUIRE�MIN.OF A 18"x 24"ACCESS OPENING,FOR VENT LATION 1/3 OF 1%OF PERIMETER BEAM I u j m w I ALLOWABLE LOAD WITH co THE FLOOR AREA ROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SC EEN OR LOUVERS.MIN. F w CLEARANCE B EEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". f EDGE DISTANCE OF 1 112" v I- >� Z SIMPSON STHD14RJ AND 2500 PSI CONC.IS 5345 LBS. 8. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. IMBED IN CONCRETE ° SIMPSON STHD14RJ n= o O 9. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"O.C. FOLLOW INSTALLATION z SILL PLATE IMBED IN CONCRETE Q co w 10. LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTILLED PER STATE AND STRAP REQUIREMENTS D FOLLOW INSTALLATION OF NEIN y � LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). UNOATION WALL STRAP REQUIREMENTS '� pAUL S �'Q oO 3 11. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG o FOUNDATION. IF 1/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AID WIDTH BY 1 112"TO * `o _ MAINTAIN PROPS OVERHANG. THIS APPLIES TO ALL MODELS. FRONT VIEW SIDS VIEW o w o 12. FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE v 13.RECOMMENDED]FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. SIMPSON STHD14RJ HOLDDOWN INSTALLATION DETAILm co14.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. TO BE USED IN 1 O �VIPH AND HIGHER WIND AREAS ZN C? ~ 15.CONCRETE USPD IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 3000 PSI. CoA 09619 �i= 1 DAT WG R�FESS1 NQ'6/2017 10/21 16 'Z 25'-51/2" 6' 5=1" 4' 3-81/2" 4" 15-0' 6' 28'-61/2° 2-8 3759 3759 3759 ALL BEAMS HAVE A(2)MEMBER SPF#2 m COLUMN AT.EACH E UNLESS OTHERWISE VSB 30 OE NOTED,SIZED TO MATCH WALL THICKNESS III 2X6 SPF#2 STUDS 111 1'-3° V-3' 5/8"OSB OR PLYWOOD � N _ BATH 43 DINING ROOM ARE!{=198 SQ FT 2-2X6 SPF#2 STUDS III ' III 1 EXTERIOR WALL - a 9-0 CEILINGS 1ST STORY CORNER DETAIL APPR®1!E® III IAACE � 1750 SF DATE 3/6/17 III �w BMLVLCEILING BEAM PFS C.ORMO TI®N LVL CEILING BEAM �OmBloomsburg, PA �iu21a2 iim- ^--o--------- 3759 6068 3759 BM-06b,(2)2x10 SPF#2 CEILING BEAM c UO Llj Q t� 10'-01/2' o W P1.P33x12 28$ MO o CO _-T--- O- "1 v 2,r 15' % �� \ % �� \� H a REF ICE N m `' ---1- °LLv E136 B36m m N N m x LAAVING ROOMPPB2-36 P E A o} 368 SQ FT. i., ,- 111 o a ti �* OF CABINETS co KITCHEN z¢zcn CD co w z oM om LL 4'_0^ m= w z m RANGE SPACE EXHAUST HOOD O z C_) z v -D�318 BY ERS DC3-18 P30x24 � Z al 11' °"¢~ ZO O o W m o - W1839 W1839 P39x12 26VA w co (2)2-6115 DTE rr- ---^- OPEN SHELVES-NODOOR BM•07,(1)2x6SPF#2 1 �- -----� v 1'FILLER ACEILING BEAM PER MOD =)0 O U GEEXHAUSTVENTVENT 1 ONSITE GARAGE m ¢ o�JO PI E PROVIDED IN -BASEMENT STAIRS ARE PROVIDED �'t z bE CAVITY o I AND INSTALLED BY OTHERS N 7-0" 4" 4'-11" 6" 3'-91 E mg i REQUIRED FII TO EXTERIOR WALLL WICAP w � SEPARATION ON SITE � 2-0 1 TO BE INSPECTED BY O LOCAL AHJ 0 7'41/4° JOTHER I ELONON NGATE BA -31ao C6CLUB ROOM/FAMILY RM. __ BEDROOM#1 0 I_ BOWL za cr (2) 6 1 om a U HARTA=210SQ FT. -- AREA=157 SQFT z0�STAIR 7 5/8' V v O I o o�p LL Z ¢C0 Q m TREADS tWIDE ' ' 0_ VS624 I I P�'o m o — CL>36'GUARDONE c4'OPEN / —•^- I g CnHANDRAHIGH I I mSTAIRS PROVSS I zp m a w� of ALL RAILINGS AND GUARDVIDED 11 o z a WAND BJSTALLEER VSB 36 m LU� N m O O FOYER 3'-2 314" I I z 10 } r � OPEN TO ABOVE o / 11 o W�ci„ m co o d Lu od ILL 16-21/4° m \ i z m 1s` W m FW- F— BM-13,(2)2x6 SPF#2 CEILING BEAM,11'-7' O BATH#1 I o FIm W- `f? II � 9 r'�-�—�3759 �4' 2 4531 13-8" '27BUMPOUT ON SITE BY OTHERS VcVcl C'4 49 6" y 3759 WITH 3714 3759 WITH 3714 3759 WITH 3714 TRANSOM ABOVE TRANSOM ABOVETRANSOM ABOVE �Q- �.( PAU[ S O,p O `r 10'10" I� I � 0 y� � m w CN 116" 12 0" FRONT SIDE b� Cbn I a �a J o I Q I ® Q PORCH DECK,PQ , PORCH ROOF BY OTHERS © © I 2 Z W UUco DESIGN AND C N N TO HOUSE BY NY PE ( I ALL DOOR AND WINDOW HEADERS: EMERGENCY EGRESS 1 I N �' 1- c), (2)Px6 SPF#2 UNLESS OTHERWISE NOTE: EXTERIOR WALLS STRUCTURALLY RATED TO CARRY PORCH7�FF LO S 0 WINDOW OR DOOR 1 A °96191 ��`' ' DATE DWG' H NOTED NOTE: ALL GAS LINES ARE PROVIDED AND INSTALLED BY OTHERS I i DATA PLATE °FEssl NP109-09-161[ 3 DP STATE LABELS THIRD PAf2TY LABELS 6/2017 I Q• , ❑ I VY STEEL FLITCH PLATE FOR B" sr ? c .8 "� s a• - ' ALL BEAMS HAVE A(2)MEMBER SPF#2 b •; COLUMN AT EACH END.UNLESS OTHERWISE ••9116'DIAMETER HOLES FOR II?•Du*ETER NOTED,SIZED TO MATCH WALL THICKNESS AMERICAN STANDARD REGULAR BqLTS ° BM-02,(2)1.5'x 9.25°LVL CEILING BEAM,16-570 APPROVED BM-04,(2)1.5°x 9.25'LVL w'112°STEEL FLITCH FLOOR BEAM,15'-5 7B° DATE 3/6/17 -0" PFS CORPORATION 4° 3'-2" 4°• 5'-6° 4" 14'-0" 4" 16-0" 6" Bloomsburg, PA 18x24 3741 ACCESS 2514 3759E 3759• 3759 3759 E 3759 I o m \ ' v cop / \ � - � Luco o GAME RPOM AREA=12 IRPOM FT ° L °- BEDROOM#4 •O BATH#5 BEDROOM#2 g AREA=164 SO FT — ARBA=206 SQ FT o >-cM " E LINEN r N O C C ZQ� to F' A 2 4 2� ao tom- cf��- Q Z r 2-8 z:LLIJ �Z V Q} —7� JI Cf7 m w 0z °Q BM-01, 2 2x10 SPF#2 CEWNG BEAM PER MOD /' 0 0 U Z�V�y/ Z r v N () I �f� I 0 � Z O{L 07 Q F ATTIC N SM-03,(2)2x10 SPF#2 FLOOR BEAM PER MOD ACCESS O W a �� o�w 4' 8'-9 314° 4° 3'-7114" 4° 5-8° S-4° 4' 1'-6" 4" 3'-6° 4° 6'-0° Lu to p p p j Uj co NamW W Cn z Of m m 0 t!J c~j O v 3'6114° 2 8 &6 _ Of w J p 2-8 BATH#6 --—— — c� ° a m¢ a o W.I.C. N W O '-31 °1'-93,4" � �' w w LAUNDRY I J N "' `/' T � I � � _ w w O Lq rr~— 1 BEDROOM#3 vsB3s ° Llill m_ J z6 M m U �W AREA=190 SQ FT. STAIRS PROVIDED BY BATH#4 0 z Q U Z m zz ALL RAILNGS ARE PROVIDED "' "' N �, I AND INSTALLED BY OTHER — 0CQ (W OPEN TO BELOW W 26 �e �� , Lu G m >�o�W W.I.C. p0 �� o m co O� O a I �"-F-z� y�� < Ow c�lq I yWz—�~O 3T CT Q ,?, co UJ Wm O ifl I SEAT VSB 36 p > u 2112' 6 3741 2541 2541 3741 ' 3741 TEMP- � � (2)15"x 9 25°LVL FL00 BEAM,11'-T coLJ c-4 " 1 3'6" 4° 9' ° �F NE� 3 518" BM 12 /Y 6" 13'-101!2° 4" 2-0112" 4" 17 49 9 /2" 4° 5-u ; kQ. X_� PAUL S O,p O d FLOOR JOISTS DOUBLE CO 0 y .�' p N 2X6 SPF#2 STUDS ATTHISTUBAREA HEADERS ARE 2-2X6 SPF#2 UNLESS NOTED DIFFERENT * �.'�' < w u, _ 1/2"OSB OR PLYWOOD d o w 4 S ARE PROVIDED AND INSTALLED BY OTHERS Rv a 1403 SF jI FRONT SIDE 2 w � ALL DOOR AND WINDOW HEADERS 2-2X6 SPF#2 STUDS F- M (2)2x6SPF#2UNLESSOTHERWISENOTE r❑-THIRD PARTY LAMS ATTIC ACCESSES INSULATED C?+ TYPICALEXTERIOR DA 096191 w`, DATE DWG' WALL COFNER DETAIL 8-6 CEILINGS 2ND STORY R�FESS� NP 6/2017 9/9/16 JLLa m 25-5112° 6-3' 4'4 31W N m co F m BWL A-1 2706# 2599# STHD14RJ O STHD14RJ OBWL A-1, 16'OIC PERFORATED WALL W17416°WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH fid COMMON NAILS @ fi'OIC � o BWL B-1, 16'OIC SEGMENTED WALL W17/16'WSP(BLOCKED)ON EXTERIOR F E SECURED WITH 8d COMMON NAILS @ 4'OIC BWL C•1; 16'OIC PERFORATED WALL W1706'WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 6-OIC co BATH#3 @ m BWL 14a 16'OIC,PERFORATED WALL WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS 6'OIC DINING ROOM BWL 14b 16'O/C PERFORATED WALL WNW WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 3'OIC BWL 2-1; 16'OIC SEGMENTED WALL W17116°WSP(BLOCKED)ON EXTERIOR FADE SECURED WITH 8d COMMON NAILS @ 6'OIC m �o\' I 2599# BWL 3.1; 16"OIC SEGMENTED WALL W17116'WSP(BLOCKED)ON EXTERIOR F E SECURED WITH 8d COMMON NAILS @ 3'OIC 6684# � THDI4RJ OPPOSITE FACE OF ALL BWL'S 112'GYPSUM BOARD SECURED WTH 5d COOLER NAILS T EDGES 10'FIELD STHD14RJ " ��`s F APPROVED PANTRY ��, 3/6/17 3-01114' I 5-01/4" DATE 6'-4 3116' PFS CORPORATION SToBloomsbbrg, PA STHD14RJ BWLB-1 - -- ---- ------------------- 4246# —— 70099 STHD14RJ I m Lu G7 4977# ch O 0 CD� STHD14RJ WCL 1 _l_ _5 cn LIVING ROOM p¢ a � � a KITCHEN M<z �ca W o z C7 Z U STHD14RJ z r u) Zp� ti r- - - —� S2 wCn uai� LLI FZ C, —— ———— ——-- I --_- _-_-__ w so 00 497, ap Q W o ISHD14RJ I i O I OATH �SZHD14RJ o C/) � CLUB ROOM/FAMILY RM. BEDROOM#1 II U Iw- J I1 zap Q STHD14RJ I I I s� CQ cr3978# Q ISkHD14RJQ =LL O FOYER OPEN TO ABOVE I i"� z OWio wm�i I `" H 2182#FROM I �N � u- 2ND.FL p III BWL G1 STHD14RJ ------------- �� _ 541#FROA� J N )--' a 0 2ND FL pF (VEIN = o C." cn cl) Q� .I PAUL 0 00 o 3'-0718° 8'-2314' 8�" 5'-7112" m �'� O� cS',y "l,� Q 04 m 54'-W I �•Z G w to _ 1 <Q p w o' I urnLu U i 09619Z �� , DATE DWG` ij i ;y /9017 NP 6/2017 -312117 3C r BWL B-2 116'01C PERFORATED WALL W/7416-WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 6'OIC BWL C-2 16'01C PERFORATED WALL W/7416'WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 6'01C BWL 1-2. 16'OIC PERFORATED WALL W11416'WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 6'01C BWL 3-2, 16"OIC PERFORATED WALL WNW WSP(BLOCKED)ON EXTERIOR FACE SECURED WITH 8d COMMON NAILS @ 6'01C OPPOSITE FACE OF ALL BWUS 172'GYPSUM BOARD SECURED IMTH d COOLER NAILS T EDGES 10'FIELD s s WWI- 3' 4'-01116" 5f16" 4'-2 51" 5-0° DATE 3/6/17 PFS CARP® TI®N I F , Bloomsburg, PA BWL B-2 lbs LSTA224 — I LS A24 w c M 0 O ti I GAME ROOM =w a BEDROOM#4o BATH#5 BEDROOM#2 Qr _ M ~ � O >- a VIL ZOz U)cn_ M�z -7� r' U z r,v A/� 2� Z oOW v�ic~ I ROES\1 "' O_ J Lo-� IC_�1 a st N w U) n w r- m J Of w BATH#6 m ¢ a W.I.C. I Q LAUNDRY I _ o O �v �i f 00 w � BEDROOM#3 lL�_Jj� U F- Q I 6=ad6==fid BATH#4 Z } � �w I OPEN TO BELOW —_— �� LST 4 N Lu =o I W.I.C. �Q �� o m w p I I _ Wwfn O BWL C-2 L2188229 I I O "tr fir,. >—�, Z immjj�llll III VA 1=Q cy) C14 CD r.0 I OF NEW y = o�, J 3'-7 318" 10'6 518"C-4 11'-0 518° 12'-0' J J I �Q .( PAUL S d� OLu Lo O IinaCD W �- Uco C0 m H ci 2� �A 09619 ��`� U3/2/17 DWG' R�FEssl ��6/2 '17 3d APPRO19E® DATE 3/6/�7 PFS CORPORATION BloornsbUrg, PA W Lu a ch co 0 C:) O r- 1 r � � O04 LIGHT, VENT AND ROOM FINISHES PELMA VINYL DOUBLE HUNG WINDOWS U) ca DP p LIGHT VET CALL SIZE R.O.SIZE LIGHT VENT 'EGRESS SIZE U-VALUE SHGC "TING ROOM AREA ROOM FINISH " 0 o REQ D PROVIDE REQ D•PROVIDED 2541 • 25 3/4 x41 3/4 4.8 2.38 NIA 24 .30 30 zQ z �, CLUB ROOM 210 16.8 • 64.5 8.4 31.0 DRYWALL PAINTED 2959 ' 29 3/4"x59 3/4" 8.8 4.7 N/A .24 .30 30 J o C/) m W KITCHEN/LIVING 684 54.72 78.5 27.36 47.26 DRYWALL PAINTED 375913714 37 3/4"x73 3/4" 13.7 6.2 3313/16"x261/4" .24 .30 $0 CD v Z Y DINING ROOM 207 16.56 57.2 8.28 36.3 DRYWALL PAINTED 3759 37 3/4"x59 3/4" 11.7 6.2 3313/16"x261/4" .24 .30 30 0 ow BEDROOM#1 157 12.56 23.4 6.28 12.4 DRYWALL PAINTED 3741 ' 37 3/4"x41 3/4" 7.7 4.1 N/A .Z4 .30 30 0 BATH 1 46 8.8 8.8 1.84 4.7 DRYWALL PAINTED 2514 25 3/4"x14 314" 1.6 N/A N/A .24 .30 1 30 W o w Z Z BATH 2 19 1.52 ' ARTIFICIAL .76 100 CFM DRYWALL PAINTED = o W10 BATH 3 35 2.8 ARTIFICIAL 1.4 100 CFM DRYWALL PAINTED 00 ¢ a BEDROOM#2 206 16.48; 23.4 8.24 12.4 DRYWALL PAINTED o BEDROOM#3 190 15.2 ; 19.4 7.6 10.3 DRYWALL PAINTED DOORSq J BEDROOM#4 164 13.12' 19.4 6.56 10.3 DRYWALL PAINTED R.O.SIZE LIGHT VENT U-�/ALUE SHGC °w GAME ROOM 127 10.16 35.1 5.08 18.6 DRYWALL PAINTEDm r w 2-8 38112"x821/2" -- 18.0 .30 .24 - BATH 4 122 9.76 15.4 4.88 8.2 DRYWALL PAINTED DOUBLE 3-0 X51/2"x821/2" 40.0 .30 .24 CQ &a- 0 BATH 5 48 3.84 ARTIFICIAL 1.92 100 CFM DRYWALL PAINTED " w =g 6068 PATIO 72 x80 5/8 22.1 17.7 .26 .21 7 N t- m o BATH 6 45 3.6 ARTIFICIAL 1.8 100 CFM DRYWALL PAINTED 0 coo O m � mow In WILD-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS W m F NOTES. TO BE INSTALLED BY HOME OWNER UJ06 1. WINDOWS,DOORS,AND SKYLIGHTS,OF EQUAL OR BETTER PERFORMANCE,AND MANUFACTURED OTHER THAN FASTENER SPACING o O SHOWN MAY BE SUBSTITUTED cn PANEL SPAN PANEL SPAN PANEL SPAN OF NE dy o CN O 2. WINDOWS,SKYLIGHTS,AND GLASS DOORS USED SHALL BE•NFRC RATED FASTENER TYPE UP TO 4 FT. >4 FT.<OR=TO 6 FT >6 FT.<OR=TO 8 FT Q't� PAU( �O Q o 0 3. FOR WIND-BORNE DEBRIS REGIONS WINDOWS ARE TO BE PROTECTED WITH PLYWOOD PANELS. � �a S � O A o #8 Wood screw o ti PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES.(RESIDENCE OWNER) embeded 2" 16 10 8 * „z r,�• L�F- embeded 4. WINDOW FALL PROTECTION COMPLYING WITH R312.2 SHALL BE PROVIDED WHEN THE WINDOW SILL IS WITHIN 24"OF THE INTERIOR FLOOR AND AT LEAST 72"ABOVE EXTERIOR GRADE OR OTHER SURFACE BELOW. #10 Wood screw 16 12 9 OPENINGS SHALL BE LIMITED TO LES$THAN 4" embeded 2 m c1/4"Lag screw T 2" 16 16 16 �O 096191 • ,o � DATE DWG ' R�FESSI NP 6/2017 12/16/16 L� • • a A1■ Ste■ DATE 3/6/17 PFS CORPORATION {� Bloomsburg, PALLJ1 ---_ LLI EOAN -- - ■■■■; ■■■■' Y■■■■ I■■■■j j■■■■; • Iti;N07071 son FINISHED .. - - MEN .1111Mimi. 1:11 cn NNE - : - w I . w w w .. w �■■ 0 M < . . w r ■■■■ �■■■■' ■■■■� w w w SEEN! 111 ,■■■■� w -. ■ !�. w w ■....\...\\\N■. .1■ .1■ ■ ■Y�.1■ ■/ 11\. NN\\.\\\\N\\\\\N\\\\\.\1N\\I\ ;ii II'��„u��IILI��I��('.��t� 0111 ■■ w w '■iriiriiiiiiii=-=•--�1=====9ii, ■iiiiiriiiiiiiiiiiiiiriilrii • ■■■.■■:■■■■■■■■■ ■■.■ ■■ w w 'iiiirriiiiiiii�i �i�i��i�ii■ ■iiiiiirriiiilriiiiiiiiiii!'■ ■■ ■rrirriiiiriiiiri�iii■ ■�' w w '■iriiiiiiiiiiiiriiiiiiiriii■ 'iiiiiiiiiiririrriiiiiiiiiir■ - ■■ ■iiiiiiirlirliiriiiiiii■ ■■ w — — — — w ■iriiririiiiiririiiiliiiriii■ ■iiiiiiiiiiiriirririiiriiii■ ■■ ■iiiiiiirirririrrirri■ ■■ w w ■iiiiiiiiiiiiiir6iriiiiriii■ iririiiiri FINISHEDFLOORii■ __ --------- ___ w=_----------------- _--------------- ---------- - , : ., ,. . ate© •� - 1 � - NOTES: 1 - ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE,BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS RIDGE VENT ! s APPROVED DATE 3/6/17 PFS CORPORATION Bloomsburg, PA FINISHED CEILING ALUM.FASCIA -77 PERFORATED SOFFIT u� T OUTSIDE CORNER ¢ ca w cr) 0q O a W LU E E 72 i O}� Q� a it FINISHED FLOOR o FINISHED CEILING �m O w O z �3o OOW coop J LO'1 2 n N S2® � 6jEE Of W W O ~ 0 Uj ago 0 HUI O Ln N FINISHED FLOOR 0 W o ! Z (L� Z 0 STEPS,PO AND SUPPORTS A}�E STEPS SUPPLIED AND M F-- INSTALLED ON SITE BY OTF�ERS SIDING SUPPLIED AND INSTALLED ON SITE BY OTHERS INSTALLED ON SITE BY OTHERS W Q DESIGNED BY NYS RA OR PE "' F- co p CDOM W SOW LLJ J U) W_ w 05 < pF NEwy � �to CO��,�o�� PAUL SyO,A'� OR'N fl �a W Q Q u U - LU C13m Zcli _� I•- cn *J,o 09619 DATE I DWG' ti ��FEssi NP 6/2017 09-13-16 5a NOTES: 1-ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS d RIDGE VENT 12 7� AM, 51112-0 DATE 3/6/17 PFS CORPORATION Bloomsburg; PA _FINISHED CEILING I Q � ch I O N NLu CV Lu M OG W YLu I Z)c/) � u- I 0 I 0<I-- FINISHED FLOOR I 0 0 A5 rn 12 I Z Z 5 is 0 a rn FINISHEDCEILIN� —i—_ _ w Lu Lu cd)m �? C4 — w --- --STI z 0U Ovw moo~ II Lua O w W uj-;p 'o, co 0 0 W-�r.1 Lu W cn :z II I" a o �Ix .Q 4 Lu =� �O p m Q II O or m U II "'C6 FIMSHED FLOOR I I U N Z Qu) SIDING SUPPLIED AND INSTALLED ON SITE BY OTHERS STEPS,PORCH,OORGH ROOF AND SUPPORTS � Z ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS DESIGNED BY NYS RA OR PE r N � m= B- z _I W 8w @L LLJLLI LL UJI 'S �of NEy of o�� PAUL syO,p O o IT N W Lo ro W4 U II c/) co E EMERGENd 2csi LW- c i O EGRESS WINDOW A 0,9 9 4i= DATE DWG ORDOOR R�FESSl ��6/2017 9/13/16 5b NOTES: 1 -ITEMS SHOWN O�THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2-ALL EXTERIOR SIDING ING ON SITE BY OTHERS 3-ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS RIDGE V`=NT 12 APPROVED DATE 3/6/17 PFS CORP® TION Bloomsburg, PA FINISHED CEILING UJI 11 112" `•' aQ A Y �M 0 CD CD p W CO S2 rbi LL O - 0Qti a FINISHED FLOOR A M12C11 p} =o C QOZ FINISHED CEILING rn U)cif OLU O z NC7zU aY c� z ZE ZpQ_ w >-¢� 0SLij o- o LU av > W' f1A � LU W to Z p W U O m J_ Mw f Q4 pop OU d d M < ii O UJI LO C6 FINISHED FLOOR V w U) za} Z U) STEPS,P JO CH ROOF AND SUPPORTS CQ &Of 0 GARAGE BY OTHERS—/ SIDING SUPPLIED AND INSTALLED ON SITE BY OTHERS ARE SUPPLIED D INSTALLED ON SITE BY OTHERS N W DESIG ED BY NYS RA OR PE C/) C/) w m JOW Uj Z LLJ J LLJ o ~ " W 4� �pF NEy o PAULS O,A: O �CD CD q *CO w _ O �o w o v J .- _ Q II coU F- M o.00 0961s��A��z, DATE DWG' Fr_ss� 6/2017 9113116 5C GIF 4 \ g^ •0 SERVICE PANEL IN BASEMENT - RRn 7R ON SITE BY OTHERS 7 Zr BATV 43 s DINING ROOM P. VfED APPRO PANTRY ——— ` 4; DATE 3/6/17 —I R ( PFS CORPORATION 1 4 �) COIL WIRE THRU WALL ABOVE Bloomsburg, PA L _ WP DOOR FOR PORCH LIGHTS BY OTHERS GFI Lu *k z ' °BELOW COUNTERTOP' ,(/`%� ��' 0 0 c� v 3-J UNCTION BOXES FOR ` — — PENDANT LIGHTS BY OTHERS 6 I I cf w LIVING ROOM 0 Q ti a ( 5JNTGph�WIRE,AND SWITCH,WIRE,AND ?� a N a! KITCHEN ( cEIUNGFADULIGHT CSITE EIILI GFA�NNiLIGHT Z¢z o N 2 loI �m0 c o �_— GFI 36- R Cn Z p elfo¢e Q H 8& ;1 o Opw o o J�� 0 w0 av 10 ------ - 11 Rj ulm `"z rr-------------- p Lli 00 ————— ——.— I F----------------- J w O' i= =fl 0 0 TO 2ND FIR I J r co Q� 1\ I COIL WIRE THRU WALL FOR m ¢ a J I ON-SITE GARAGE / I S .s BAT Lo N Z CLUB ROOM/FAMILY RN� —— � I _ a- BEDR00@1#1 J r�w � 14 I � ZQcco SWITCH,WIRE,AND I SWITCH,WIRE,AN ( I I CA Uc'W BOX FOR ON SfBOXFORONSITE CEILING FANUGHi f CEILING FADLIJ Ht I ( Es Luv TO 2ND FLR$3 ' 4 cV co O _1 ,l� � — -- FOYER O I m j p� Lu\Q PEN TO AB V` `—i �Q 6 \� F i I z J O W 0= W mtw- 12 BATH#1 ~ L-- UJ�? 0 \ I I WO LL- WP COIL WIRE THRU WALL ABOVE ,GFI i or- NE w Y � co(� � DQOR FOR PORCH LIGHTS BY OTHERS 0 Q p PAUL �y0�� o It C) w`n _ w o W � m ��. 1--- c i. �p 096191 �� DATE DWG' R�FEsS1 NP 6/2017 12/14/16 6 APPROVED �DATE 3/6/17 PFS CORPORATION Bloornsbprg, PA QU (Z R I R R R R p M c*M 0 RI GAME ROOM a F- BEDROOM#4 I ATH#5 S'MT 'ARE AND BEDROOM#2 BOX FOR ONSITE CEILING FMWGHT ~_ IRE,AND R R 0 � SWITCH,W J SWITCH,WIRE,AND a BOX FOR ON SITE BOX FOR ON SITE m N CEILING FANILIGHT Z Q w CEILING FANILIGHT S 0 S GF• 17 COIL TOA C S �OO o ' 3 3 �m= d5 R R ()zU ¢�v 13 R S R R s R TE I Z Z o '°¢~ ACCd 0 al� O+n I'- Of LU W f-:O BATH#6 0 m Q Of 0 W.IC. I R O• k R 23 28 F R LAUNDR R I 21 0 T0ISTFLRSD S 4 O o I1 5 II 22&2 , 19 26 G Lo C!) BEDROOM#3 JAL LL V z R B H#4 R ZrLCo Co SWITCH,WIRE,AND 71 _ F O co (7U U BOX FOR ON SITE 25 4 CEILING FANILIGHT OPEN TO BELOW I — �Q� IR ��0�� N LLJ(j m�o U �o�P A � ILLI R I I R R 00 m J o0 W w _ z R QO� i - W uj N > LL • � p Z OF NEW Y = N PAU( syO,Q� oO o LoN O o w o' � i r Q 11 2 F--LU C.0LUM oA 0961, DATE DWG' 9��ESSi NP6/2017 1 12116/16 11 6a ELECTRICAL NOTES: 200 AMP SERVICE,PANEL 1. WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BIE 48"(38"VANITY) TO THE BOTTOM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE). BREAKER BREAKER CIRCUIT WIRE WIRE CIRCUIT KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE DESCRIPTION •SIZE SIZE DESCRfPTION IDENTIF. OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 2'-0", (4'-0"BETWEEN 2 RECEPS.)AND NO COUNTERTOP IDENTIF. P VOLT SIZE SIZE AMP VOL SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFCI PROTECTED. 1 SMALL APPLIANCE 20A 190 12-2 12-2 SOA 110 SMALL APPLIANCE 2 2. RECEPTACLES WILL BE ARRANGED SO CHAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A OPENING. 3 A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED 3 RANGE(GAS OPTION) 20A 110 12-2 12-2 SOA 110 DINING ROOM 4 ON EACH FLOOR LEVEL INCLUDING BASEMENT AND HABITABLE ATTICS SMOKE DETECTOR SHALL BE 5 WASHER 20A 110 12-2 14-2 15A 110 DISHWASHER 6 INSTALLED IN EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES IF ADDITIONAL 7 BATH 3 GFI 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING 8 SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED 9 BATH 2 GFI 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING 10 BY MANUFACTURER.ASMOKE ALARM SHALL BE INSTALLED NOYT LESS THAN 3 FT.FROM A BATHROOM DOOR OR OPENING CONTAINING A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF 11 GENERAL LIGHTING 16A 110 14-2 14-2 15A 110 GENERAL LIGHTING 12 A SMOKE AL/RM IN A LOCATION REQUIRED BY SECTION R314.3 13 GENERAL LIGHTING 15A 110 14 2 14 2 15A 110 GENERAL LIGHTING 14 4. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE APPROVED DETECTOR. OMBINATION SMOKE AND 00 DETECTOR MAY BE USED. 15 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 BATH 1 GFI 16 5. ALL FOYERS OT PART OF A HALLWAY 10'-0"OR GREATER IN LENGTH, 1g AND HAVING AN AREA 17 BATH 5 GFI 2pA 110 12-2 DATE 3/6/17 GREATER TH N 60 SQ FT SHALL HAVE RECEPTACLES LOCATED IN�ACH WALL SPACE 3FT.011 MORE 8-3 40A 220 RANGE IN WIDTH AN• UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND SIMILAR OPENINGS 19 BATH 4 GFI 20A 110 12-2 20 PFS CORPORATION 6. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABLED OR LISTED BY A NAT10NALY RECOGNIZED TESTING LAB Bloomsburg, PA THE EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS BEL AND LISTING. 21 GENERAL LIGHTING 1°5A 110 14-2 22 7. ALL RECEPTACLES TO BE GROUNDED TYPE. 10-3 JOA 220 DRYER 8. STEEL PROT CTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. 23 GENERAL LIGHTING 15A 110 14 2 24 9. ALL HOLES T ROUGH PLATES IN WALL MUST BE FIREBLOCKED. 25 ORYER(GAS OPTION) 2 A 110 12-2 12-2 JOA 110 WHIRLPOOL TUB(GFI) 26 10. AT LEAST ON E RECEPTACLE SHALL BE INSTALLED IN HALLWAYS 0 10'-0"OR MORE IN LENGTH 27 SPARE 12-2 SOA 110 BATH 6 GFI 28 o 11. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL UST HAVE CIRCUITS WIRED INTO ELEC.PANEL ON SITE 12. ALL CIRCUITS SHALL BE ARC FAULT PROTECTED,INCLUDING SMO E DETECTOR. 29 SPARE SPARE 30 o w -; 13. ALL RECEPT' CLES REQUIRED BY SECTION 210.52 SHALL BE TAMP R PROOF r� 14. CEILING LU INIAIRE BOXES SHALL BE RATED FOR 50 LB 31 SPARE SPARE 32 O o "1 15. BALCONIES, ECKS OR PORCHES ACCESSIBLE FROM INSIDE THE DWELLING SHALL BE PROVIDED WITH =w a A RECEPTACLE LOCATED NO MORE THAN 6'-6"ABOVE AREA SURFACE 33 SPARE SPARE 34 w F_ 16. WHERE SWITCHES CONTROL LIGHTING�OADS SUPPLIED BY A GR UNDED GENERAL PURPO E BRANCH 35 SPARE SPARE 36 CIRCUIT,TH GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDD AT THE SWITCH LOCATI N m 17. GARAGES SFALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES(ONE PER CAR),INCLUDING ONES 37 SPARE SPARE 380 Q PROVIDED FOR DOOR OPENER 39 SPARE SPARE 40 cl" IF DEDICA ED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL CIRCUITS z 0 200 AMP PANEL BOX AND REQUIRED BREAKERS TO BE PROVIDED AND INSTALLED BY BUILDER AND APPROVED p a BY THE LOCAL BUILDING OFFICIAL. s2m m „0? U' ZV au_�iv DWV NOTES: SUPPLY NOTES: ELECTRICAL LEGEND• z O o w W o G O .-1 Ltd 1. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED 1 ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. DUPLEX RECEPTACLE a ON SITE BY LICENSED LUMBER 2 ALL POTABLE WATER LINES ARE PEX PLASTIC PIPEw w ccf) "'z 2 ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. 220 V RECEPTACLE Of p w 1 o 3. PITCH ON HORIZONTAL WASTE LINE IS 1/8"PER FOOT FOR 3"DIAMETER PIPES AND LARGER. 4 WATER SUPPLY LINES ARE TESTED @ 100 PSI;TEST GAUGE HAS INCREMENTS OF 1 PSI. $ SINGLE POLE SWITCH ? o o U FOR PIPES SMALLER HAN 3"DIAMETER THE PITCH IS 114"PER FOOT. s THREE WAY SWITCH o o 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0"HORIZONTALLY 5. ALL HOSE BIBS ARE 3/4"NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER. FOUR WAY SWITCH m ¢ a , 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL COMFORM TO ANSI/NSF 61 R 5"REaESSED CEILING LIGHT OR VERTICALLY PLASTIC-DWV PIPE UNDER 2"SHALL BE SUPPORTED AT 3'-0"INTERVALS. 7. NO PLUMBING IS GONE IN FACTORY BELOW 10 FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. 5. HORIZONTAL TO HORIgONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANG SIN DIRECTION SHALL BE O 45°WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16 T BENDS. 8, PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. F2 FAN LIGHT COMBO U APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINCyS. SHORT SWEEPS 9. EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY 'nu) (- FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. OS AC/DC SMOKE DETECTOR oo O PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON 3"OR LARGER PIPE 10 3/4'MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1"FOR 20 WSFU'S ANDOVER) WITH co CO DETECTOR z W,m 6. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS. ACCESSIBLE TRAPS 1/2"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES JUNCTION BOX - a>- SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH THERMOSTAT U AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL cif-5 on 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE IN IN THE WATER 0 TV JACK N m OF THE HIGHEST FIXTURE IN THAT BRANCH. SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. ® PHONE JACK U) w 0 8. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: 1-112"PIPE=3'-6"; 2"PIPE=5'-0"; 13. SUPPLY PIPING IN UNHEATED AREAS(OUTSIDF WALLS AND CRAWL SPACIES)SHALL BE INSULATED. ® PANEL BOX � O 0 3"PIPE=6'-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST DEPTH AND MAY NOT OCCUR IN MIDDLE CHIME® DOOR CHIME BUTTON ca ,z OJ w J 9. PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE. CEILING LIGHT 3: _J Wm� Q WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1/2"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. �-" W ui m U SHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16. ALL MATERIALS ANb FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT GFI GROUND FAULT CIRCUIT INTERUPTER � w > 10. DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. PLUMBING TO BE O.LUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. L FLOURESCENT LIGHT o 17. ENVIRONMENTAL CONSERVATION.ALL FIXTURES ARE TO BE WATER CONSERVING. MAXIMUM FLOW WP WEATHER PROOF U 11. WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS RATE FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PER MINUTE,FOR TOILETS 16 GALLONS PER FLUSH OF NEG{/ o N W A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. 18. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER R BATH SHALL HAVE A DIV�RTER THAT WHEN WATER EXTERIOR LIGHT ��' PAU yQ o ¢ t cm j 12. WATER CLOSETS SHA�LS BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. � ,�P CIS SHUT OFF REVERTS TO TUB POSITION AND ROVIDES A VACUUM BREAKER WHEN UNDER VACUUM I iJ S 'Q OALLPLUMBINGFIXTUSHALL BE WATER CONS RVING TYPE. (E G.BATH SPOUT DIVERTER)OR SHALL BE P OVIDED WITH VACUUM BREAKER. �ZG w,CDN13. ALL MATERIALS LISTEIN TABLE P2608.4 SHALL B TESTED AND CERTIFIED OY THIRD PARTY ,INSPECTION AGENCY 19. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENC �p o w o' 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 20. A WATER HAMMER ARESTOR SHALL BE INSTALLED AT ALL QUICK CLOS( G VALVES(WASHER AND v DISHWASHER),SHALL COMPLY WITH ASSE/ANSI 1010,AND SHALL BE INS AILED BY BUILDER ON SITE to U OF THE HIGHEST FIXTORE IN THAT BRANCH. of W c tk 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM Z' 15 LAVATORIES AND WAT R CLOSETS SHALL COMFQRM TO:ANSI Z124.3,ASME X112.19.1,ASME Al 12.19.2. t� l M ASME Al 12.19.3,ASME Al 12.19.4,ASME Al1219.9,CSA B45.1,CSA B45 2,CSA 845.3,OR CSA B45.4 WATER TEMPERATURE OF 120 DEGREES F BYA WATER TEMPRATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER WALVE. 09619 16.EACH LENGTH OF PIPE FITTING,TRAP,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM 22. THE DISCHARGE WATER TEMPERATURE FROM A BIDETFITING SHALL BE�IMITED TO A MAXIMUM '0,gol= NP�� DATE DWG' SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER TEMPERATURE OF 110 DEGREES F BY WATER TEMPERATURE LIMITING ;EASE THAT CONFORMS TO ASSE 1070. E'S SI /2017 12/16/16 8 CEILING 7TR. ROOF ANTI-SCALD ANTI-SCALD MIXING VALVE MIXING VALVE i LAVr------------r---------------------I"----'1-------r-------I WSH LAV i i ,l1/2"4=,3" x.1112" 1 a J., 14 nI i �- t I � � 2.�, i I I I I I i SHO ER LAV LAV n n112"112t �', i 1/2 112 i 1/2" ' 112° Mil1/2" WASHERS I I L---- L---------L----- -'--------- 2° 11/4 11/4," i T B CEILIN i BATH 1 BATH 2 I i 2 " SECOND PWF< AEPROVED l_SUPPLY LINES FOR ' FLOOR SUPPLY LINES FOR I 3 1 1/2"� I SECOND FLOOR I SECOND FLOOR ' i DATE 3/6/17 3/4" i ------- HOT LAUNDRY ROOM I BATH 2 BATH 1- CEILING PFS CORPORATION COLD �' ----r i LAV KSK D W 11 x SHUT OFF VALVE I i Bloomsburg, PA I I 3 �1 112" FUTURE VENT LAV KSK i CAPPED AND FIRST FLOOR I TAGGED _r _112"_�LTk 1/2" 1__________ ___TOWAT RHEATER D.W.BATH 3 HLN1 TO WATER SUPPLY 1/4i 2n INLET " o Lu n BASEMENT FIRST o o w TYPICAL SUPPLY. SCHEMATIC - NOT TO SCALE 3" I w 1 112" 2n I F- I ?� BATH 3 BASEMENT o¢F- 0 0`- N TYPICAL DWV SCHEMATIC - NOT TO SCALE a CommWoZ zoo ca 1/4 BEND LON I o O o w o TURN - --- I �n-� TO VENT I DOUBLE f� I > THR ROOF— 114 BEND LONG TURN WYE WIT LONG TURN o w o I TEE TEE TEE 114 'EN 118 BEND I TEE WYE ? o o U --------- -� ---------- —- --- m Q ii OJ TEE -- -- --- ---- --- --- ril. ------- -------- t I O LAVATORY 2" W BOX R SANITARY TEE I TYPIOAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS ^w (FIXTURE INSTALLATION KITCHEN SINK z ¢c~n ON VENT I 2" 1 1/�" STACK) I SANITARY I I I I 1SWEEP/4 BEND(LONG n I TEE MIN 'D z i I CONTINUOUS --- N w 11/4 I I I I WASTE --- --- -- - - -- --- SHORT SWEEP) o g, I I TAIL PIECE FOR /8 BEND C/) 0 _ WET VENT ' I OVERFLOW DOUBLE WYE LONG TURN I m THRU ONE i i i AND WASTE 1 1/2°P-TR WITH 1!8 BEND TEE WYE ; I W m w D.F.U.ONLY i i i 2"WITH DISH F-- w i I i WASHER TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FItTINGS o �— UJ 2" I 2"P-TRAP i I I I WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURED IN I I TUB/SHOWER 1 1/2"P-TRA i 3" WATER 2"STAND PIP I I OR WHIRLPOOL I COMPLIANCE WITH STATE CODES Q � I CLOSET I SHOWER I OPTION 3"VENT PIPE TO �,�F NE y 0 cj FINISH ____ _ EXTEND A MINIMUM OF PAULO c ¢� -- - - - --=------ Cj - - --- ------- 18"ABODE FINISHED ��p�� S 'Q , O o FLOOR i " Wt, ROOF LIE �`t ti< w Lo o, I 3 SANITARY TEE DISTANCE FROM BOTTOM OF� � �� w ' SANITARY TEE ROOF TO BEGINNING OF �„ ¢ n 114,BEND REDUCTION SHALL BE 12"MAS. 2",1/4 BEND tr►. � CLOSET FLANGE 1 1/2 P-TRAP LONC1 SWEEP MAIN VENT VENT BOOT OR FLASHING 2cn r LONG WYE Af�D 1/4 BEND LONG SWEEP 2"P-TRA FROM FIXTURES WITH WATER TIGHT SEAL SOA 096TO VENT 19 rG�? D T LA DAN TYPICAL INDIVIDUAL FIXTURE PLUMBING DETAILS ROOF PENETRATION(ON SITE)EAND ROOF R�Fess� NP 612017 12/13/16 9G 41 77117 �.o m 00 701 X I II G) 0 m ,Z-n z o n > 0 -0 n m < z m p -/NNS 1\t -n > 0 0 Z m m o 0cc 0 0 0 Zai z > M m z -n < 0 -"rr z , �3 m cv 9 G) p -n 0 ::c m < m z 'I t oII> I mm Z ,m > rn m o -----------------------==T-7 I ------- -----DTII E II n m m b 0 4 C, 0 co cl) C) >-0 cn z 0 C) M DRAWN BY # REVISIONS DATE -1 3 TLM__ X -4 TW- �2 MODULAR STEEL SYSTEMS, INC. BUILDER:LONG ISLAND MODULAR HOMES > -4 a 4 m 11 EDWARDS DRIVE,BLOOMSBURG,PA 17815 ADDRESS: 500 N. BROADWAY,SUITE 103 0 v%l TEL.(570)520-4062 WWW.STEELMODULARSYSTEMS.COM JERICHO, NY 11753 z m P SCALE PROJECT.SPIROS&ANGELICA TSOUMPAIOTIS ::�fPROJ. ID#: 3/16"=l'-O" 1ST FLOOR PLUMBING PLAN LOCATION: 475 DAISY ROAD MATTITUGK-;NY-44952 -1631 RIESERVEDTOR-APPROVALZTANIF ALL 2ND STORY FIXTURES FED BY 1/2"PEX THROUGH FLOOR TO 3/4" SUPPLY dROP IN PLUMBING WALL FOR ON-SITE CONNECTION. APPROVE]DII rPFS !Bloomsburg, E 3/6/17 1112"ENT ®RPd4�'I® 2"P-TRAP PA '77- -- I W Q U) LuM oR. 2x3INCRWRE ROOM Oz w � BEDROOM#4 — I BATH#5 3"TEE WYE BEDROOM#2 1 112"VENT p>-L o 1 112"P-TRAP 3x3x15 TEE WYE 0 Q r- a 2E o ��Z �2 S2 co Lu I 22X I Z AT I Z O ea Q H 3"DRAIN T01ST FL AC 0 O O W to o I- J(C) � a � WW "' © W U O J Q' 00 BATH#6 m ¢ LEU, 3x3x2?WYE 3x3x1.5 WYE LAUNDRY WIC 3"DRAIN T01ST.F- I O AL c j�rr 1 3x3x2 TEE WYE 1 112"P-TRAP to UUj BEDROOM#3 LLs=JjL 1 2"DRAIN TO IST.FL 3"DRAIN T01ST.FL 2"VENT V ti W Z I 1 112°P-TRAP 2"TEE WY BATH#4 co 2x3INCREASER z d 3"TEE WYE L� �j W p OPEN TO BELOWI 2"ENT e y' w � m 2"P-TRAP I( yJ �c' N F- M p= Z> I W.I.C. 2°P-TRAP G�Q� u —2P-TRAP z Cn OLLJO w IY �0 Q° Wm� O `�gs n � > LL � C z 1 12"ENTTRAP O� N E�R y Q N N �V = W o PA(1t S O,A� o 0 0 WL - C3 o O I– _j ° U-.) J _ Q _II J � CD M ° lo 096191 �O � DATE DWG' A �FSS� �P 6/2817 12/13/16 1 9b NOTES: ATTACH DECKING TO JOIST 1 ITEMS NOTED WITH(` SHALL BE PROVIDED BY MANUFACTURER AND WITH 8d NAILS @ 4"OIC` 1 IWX20GAXlT STEEL STRAP INSTALLED BY BUILDER ON SITE,ITEMS NOTED('*')SHALL BE PROVIDED BY ATTACHED TOA ALL FRAMING MEMBERS MANUFACTURER AND INSTALLED BY SET CREW ON817E,AND POTH SHALL BE �, �, WITH 4.8d NAILS EACH SIDE INSPECTED BY LOCAL BUILDING OFFICIAL 2.FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CON pITIONED SPACE 12'-0 5/8'2x6 SPF#2 RIDGE BOARD AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE FIBERPLASS INSULATION WITH 24"WIDE 0 B VAPOR RRI 9 7116° 2 REQUIRED 2x6 SPF#2 RAFTERS @ 16'O/C ((RESCHECK) SHEATHING STRIP ERON WARM SIDE 3.ALL JOINTS,PENETRATIONS AND OPENINGS IN THE THERMAL ENVELOPE ARE SEALED 'WITH APPROPRIATE PENETRATIONS, AND TAPES 4.ATTIC VENTILATION PRO VI D BY EAVE AND RIDGE VENTS PER R-806 AT A 2x6 SPF#2 SUB FACIA RATE-OF 1 SF VENT 130 SF 0 CEILING.(6.1 SF REQ D,779 SF RIDGE+10.4 SF EAVE VENTS=18 19 SF PROVI ED) 2x4 SPF#2 OUTRIGGER 1 114"X20GAX1T STEEL STRAP 2x4 SPF#2 WEDGE WALL ATTACHED TO FRAMING MEMBERS TOE NAIL wl(2)8d COMMON NAILS WITH 4-8d NAILS EACH SIDE 21/2"x112" BEARINGS RIP DOUBLE TdP PLATE (0.131x31/2")PLATR AT EACH TRUSS 2x4 SPF STUUDD GRADE INTERSECTION AND EACH RAFTER TO PLATE*'* CEILING CONNECTION AT , ATTACH MODULE TO MODULE 2-.135X3112"EACH BAY*`"' MARRIAGE WALL-DETAIL'E' WITH 1/4 x10"LONG LAG 2x6 SPF#2 SOLE PLATE SCREW 24'o/c FROM EACH FLIP BACK CONNECTION 11/4"x12°x20GA STEEL STRAP SHIM AT RIDGE AS REQUIRED rPFS " AEPR®VIED SIDE OR 2"FROM ONE SID DETAIL'C' ATTACH WITH 4-8d NAILS 1x4 SPF#2 RI�GE @ 24"O/C EACH SIDE"* O=Rsls Isis 137 TOE NAIL MODULE ATTACH 2x10 SPF#2 2x4 SPF#2 FLIP RAFTER 3/6/17 FIREBLOCK TO WALL PERIMETER INTO 2x10 ATTACH TO EACH OTHER FIREBLOCK PLATE w1 BELOW w/12d NAILS p WITH 2-12d NAILS EACH BAY"'* ATTACH WITH 12:12 REVERSE GAB E DORMER REAR 12d NAILS @ 12"OIC*" 6"o/c BEFORE SETTING 4-12d NAILS'*` RPO T310�UPPER MODULES`*" 30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15# msbur , PA DETAIL'C" ROOF UNDERLAYMEt(!T(ASTM D 226 TYPES AND 15f32°AGENCY - � RATED ROOF SHEATHING SHINGLE TO COMFP'LY WITH ASTM D 225 OR 2x6 SPF#2 COLLAR TIE D 1970 WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 SIMP50N H2.5A AT EACH RAFTER SAME fiPACING AS RAFTER 2x6 SPF#2 RAFTER 16"0/C 1114°X16"X20 GUAGE STEEL 2x4 SPF STUD GRADE TOP PLATE, AT TOP AND JOIST AT BOTTOM �° STRAP ATTACHED AT"EACH JOIST *k NON ABITABLE SPACE FIRESTOPPING w 2x6 SPF#2 CEILING RIM JOIST 2x4 SPF STUD GRADE FIRE BLOCK WITH 7-.131X21/2 NAILS*'* 2x4 STUD GRADE h1ATE�tIAL Q N 12 SAME SPACING ASRAFTER - CE SHIELD 36°WIDE 0 LLL MULTI-STORY MARRIAGE WALL CONNECTION 7 ATTACH FROM EXTERIOR WALL LINE ch o APPROVEQ DRAFTSTOPPING w12-16d NAILS*" DETAIL'F' MATERIAL i 'AIR SPACE AT EACH RAFTER O CD � c� DETAIL'D' 38I SULATION WITH = D- 2x10 SPF#2 RIM JOIST 1 I ! VAPOR BARRIER ALUMINUM DRIP EDGE -2 H 7/16"OSB SHEATHING ATTACHED 2x6 SPF#2 SUBFACIA 2112"x112° WITH(2)ROWS OF 8d NAILS 3"O/C DETAIL°E" ALUMINUM FACIA B G P DOUBLE TOP PLATE cq 2xj0 SPF-SS JOIST @ 16"01C 21/2"x1/2° 2x4 WITH 2x6 TOP P 7E V�I B q p 0.135x3112"NAIL 12'01C BEARING STRIP SPF STUD GRAD VENTED SOFFIT SHEATHING STRI Zx4 SPF ST D GRADE p}Lo g 1x4 SPF#2 BLOC4(ING O Q a DOUBLE 2x4 TOP /2"GYPSUM BOAR � � a PLATE STUD GRADE(S) ALT.CEILING CONNECTION AT MARRIAGE WALL p p} o 7/16°OSB RATED SHEATHING DETAIL E z¢z U _ 2x6 SPF STUD GRADE @ 16'OR 24"OIC STUD @ 16°0 C �0 8d NAIL EACH RAFTER'*' w ¢>L- R-21 INSULATION U)m O Boz W1 VAPOR BARRIE 112"GYPSUM BOARD 112°GYPSUM BOARD `D V = W Y 2ND FLOOR FLOOR SST-H2 5A*"! NYS TABLES- C7 Z U za j 7/16"RATED SHEATHING STRIP 2x4 STUD GRADE (495#) = co O�G W o ~ Or ATTACH WITH 8d NAILSAT 4'ac"* o 51MPSON LSTA75 @ 48"O/ "* 2x6 SPF STUD GRADE BOTTOM PLATE BOTTOM PLATE g v 23132°PLYWOOD 2x10 SPF#2 FLOOR > � RATED SHEATHING 7112"X7116"ATT'CH 2°RIGID INSULATION FLOOR SHEATHING JOIST 16°0. . �u Lt1 w F"o TO EACH RIM JOIST WITH 2 ROS DETAIL°F° @ 3-8d NAILS EACH BAY"`; AL O u OF Bd NAILS 2"OIC SITE INSTALLED*" O c) ST FLOOR CEILING-4 DETAIL"G° AL m Q a , TOE NAIL TO TOP PLATE INFILTRATION BARRIER 2-2x6 TOP PLATE 2x6 SPF#2 CEILING OP PLATE 2x4 SOF STUD 2x6 SPF#2 CEILING EAVE TO PERIMETER CONNECTION WITH 131 x 3•NAIL @ IT OIC"** TO COMPLY WITH AST D22 SPF STUD GRADE RIM JOIST GRADE w12x10 SPF#t2 ABOVE JOIST @ 24"O.C. DETAIL"D" O U 2ND FLOOR TO IST FLOOR2x6 SPF STUD G17AOE BLOCKING 2x4 SPF STUD u5 PERIMETER CONNECTION DETAIL'G' (SEE ExrERIOR ELEXTERIOR FINISH VATION) 1STFL FLOOR U U GRADE BLOCKING IL n W R-21 INSULATION 2x6 SPF STUD Gf 2ADE@ 16"OR 24"O/C 2x4 SPF STUD o z ¢cl7 W/VAPOR BARRIE d} GRADE F STD to 1/2"GYPSUTA BOARD 71/7x7116'MATED SHEATHING STRIP Cly f j a 7/16"OSB RATED SHEATHING 1/2'GYPSUM BOARD ATTACH WITH 8d NAILSAT 4'OIC"' :2 t– APPROVEDr N � m Z 1114"x12"X 20 ga STEEL STRAO DRAFTSTOPPING ATTACHED WITH 4 8d NAILS @ 48"OIC' 2x6 SPF STUD GRADE BOTTOM PLATE MATERIAL*" co �p O 23/32"PLYWOOD 112" BOLT WITH NUT 4 SPF STUD GRADE 2x10 SPF#2 FLOOR ATTACH 7112"x7116"EXT RATED FLOOR SHEATHING AND WASHER 48",01 BOTTOM PLATE JOIST @ 16"O C. DETAIL"B" TOE NAIL TO SILL PLATE } Lu U m co O� ~ SHEATHING WITH 131 x 3'NAIL @ 6"O.C. WITH 131 x 3'NAIL@ IT OIC`*' z J _j LL W FLOOR BAND AND SILL PLA '** `LLT mU SILL PLATE&BELOW GRADE BRIDGING(OPTIONAL) DETAIL"A• 4'x8112"STEEL PLATE FOR W IN FIELD BY OTHERS FULL BEARING OF'BEAMS 1ST FLOOR T FOUNDATION � AND PER DESIGN BY NB P T SILL PLATE wl SEALER , , R.A OR P.E. CONNECTION-DETAIL'B' TOE NAIL.131x3"NAILS 12"O/C 4-2x10 SPF#2 FLOOR GIRDER BO ED NOTE:FOR FOUNDATION AND cA WITH 112"BOLT 48" [COR WITH FLOOR PERIMETER TO SILL PLATE , FOOTING,SEE SHEET 2A pF Ety Q c.I 318°LAG SCREWS 32"OIC(ON SIT * 1„ of co 3112"STEEL COLUMN D Q o 5/8"DIA ANCHOR BOLT IMBEDDEb SEE FOUNDATION PLAN i`Q� .( PAU( 0 IN CONCRETE MIN.T((77^^IN MASONRRY) 90'MIN FOR FULL FOR SPACING O� s'S- O p N *SIMPSON MABANCHOR STRAP BASEMENT OR MAY BE USED AS ALTERNATIVE- 18"24'.FOR O CRAWL SP CE *�� o� w Lo o CHECK LOCAL BUILDING REQUIREMENTS f ^ CONCRETE PARGING COVER REQUIRING MECH.SERVICES v Q WITH BITUMINOUS COATING _ (4)200 SFF#2 FLOOR GIRDER BOLTED U - co WITH 11T BOLT 48'01C OR WITH JOIST HHAAN�O �' 1 L m 3I8'LAG SCREWS 37 OIj C PERFORATED DRAIN TILE TEELPLATE 2tP w ch •`* STEEL COLUMN 2"MAX DIA.GRAVEL,4' �� 09619/ � DATE DWG' THICK COMPACTED ON V FOUNDISTURBED SOI�N MAY BEREQUIREDUS COLUMN FOOTING 6 MIL VAPOR BARRIER FLOOR GIRDER CONNECTION fl RofiEssl NP 12/16/16 '@0 AT BASEMENT MARRIAGE W4LL-DETAIL A 6/2017 NOTES' 1 1/4"x20GAx12"STEEL STRAP ATTACH DECKING TO JOIST 1.ITEMS NOTED WITH((')SH4U_BE PROVIDED BY MANUFACTURER ATTACHED TO FRAMING MEMBERS AND INSTALLED BY BU)L.DER.ON SITE,ITEMS NOTED I-)SHALL BE WITH 4-8d NAILS EACH SIDE WITH 8d NAILS @ 4"O/C" PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE,AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING VIRESTOPPING OFFICIAL. 1 1 1 1 1 1 I I I I R38 FIBERGLASS MATERIAL 1,1/4"x16"x20 GUAGE STEEL 2.FLOOR INSULATION IS NO REQUIRED IF BASEMENT IS " INSULATION WITH STRAP ATTACHED AT EACH JOIST CONDITIONED SPACE AND F UNDATION WALL IS INSULATED PER Z-.135X31/Z EACH BAY 24"WIDE OS 24"WIDE OSB APPLICABLE ENERGY CODE RESCHEC SHEATHING ST.IP VAPOR BARRIER SHEJ�THING STRIP WITH 7-.131X21/2"NAILS ENVELOPE ARE SEALED WIT�V APPRO ATE CAULTKS AND T PES FLIP BACK CONNECTION -DETAIL"Cl' ON WARM SIDE .Z R 8 NS TI IT 2112"x�/2" BEARING STRIPV BLE TOP PLATE BEARING TRIP Do LE TOP PLATE PF STUD GRADE 2x4 s .F STUD GRADE ALT. CEILING CONNECTION AT MARRIAGE CEILING CONNECTION AT DETAIL ,�rs/c� ® ��®v�� MARRIAGE WALL- DETAIL -E SST(-H2.5A" 12d NAI(5 PER JOI[ DATE 3/6/17 1 1/4 x12 x20GA STEEL STRAP r "PER RCNYS TABLES. ATTACH WITH 4-8d NAILS SHIM AT RIDGE AS REQUIREp UPLIFT=380# PFS C®I�O® 'BION @ 2a•0/C EACH SIDE`•' 7116"OSB SHEATHING ATTACHED , ATTACH TO EACH OTHER 2x4 SPF#2 RIDGE WITH(2)ROWS OF 8d NA�LS 3"O/C*"' HINBloomsburg,PA WITH 2-12d NAILS EACH BA "' 2x4 SPF#2 FLIP RAFTER 322#VERTICAL 0.135x31/2"NAIL 12"OIC 156#LATERAL Cn ATTACH WITH w W DETAIL"C" 4-12d NAILS"° o O C-) m 30 YR SELF SEALING FIBERGLASS CLASS C)SHINGLE OVER I5# ROOFICEILING JOIST SIMPSON H2 5A AT EACH RAFTER RARTEDROOFSH�EYM AT}iINGSHNGLET2o oMPLYWITAND 6ASTMD2250R OERIMETER CONNECTION - DETAIL "D" �;� �� AT TOP AND JOIST AT BOTTOM 2x6 SPF#2 COLLAR TIE D 1970 WITH ASTM D 7158 CLASS.G OR H,OR ASTM D 3161 _ SAME SPACING AS RAFTER J� NON HABITABLY SPACE 2x6 SPF#2 RAFTER @ 16"o;c p � o 12 2x4 STUD GRADE A SS VIA BR#4 CLOSET N IST FL.FLOOR--\ ICE SHIELD 36'WID IL 7 SAME SPACING AS RAFTER °' ATTACH WITH FROM EXTERIOR 1NALL LINE a (SHIPPED LOOSE) 2-16d NAILS"` 1"AIR SPACE AT EACH RAFTER 0 0 38 INSULATION WITH Z Q DETAIL"F" SST-LUS28 VAPOR BARRIER ALUMINUM DRIP EDGE 7/16"RATED SHEATHING STRIP U z N a c 2x6 SPF#2 SUBFACIA r TACH WITH Sd NAILSAT 4"0/CALUMINUM FACIA ( 1 Z UY@ ( 2x4 WITH 2x6 VENTED SOFFIT Z pZx10 SPF-SS JOIST 16° C /2"GYPSUMBOARD TOP PLATE SPF AIL TO SILL PLATE O O W 1x4 SPF#2 BLOCKING o o- STUD GRADE'(S) WITH.131 x 3"NAIL @ 12"O1C�" z a 1ST FLOOR T rOUNDATION S2 UJI co �� R-21 INSULATIONw 0 W z Z W/VAPOR BARRIER CONNECTION - DETAIL 'B1 o W m < C? EXTERIOR FINISH �' 2x6 @ 16°OR 24°01C (SEE EXTERIOR SPF STUD GRADE(S ELEVATION) 0 U INFILTRATION BARRIER �cb TO COMPLY WITH ASTM D226 2X2 LEDGER OR U 1!2"GYPSUM BOARD (4)2x10 SPF#2 FLOOR GIRDER BOLTED ti w (OPTIONAL) Z WITH 1/2-BOLT 4�"O/C OR WITH JOIST HANGER &G PLYWOOD 2x10 SPF#2 JOIST @ 16"0!C 7116"OSB RATED SHEATHING 3/8"LAG SCREWS 32"0/C(ON SITE)"' TEEL PLATE ->- 132'T CV DETAIL°B° M W Q Z 1 1/4°x12"X 20 ga STEEL STRAP TEEL COLUMN W � MMU TTACHED WITH 4-8d NAILS @ 48°O/C' - w F- m� SILL PLATE&BELO FLOOR INSULATION PER ENERGY FLOOR GIRDER CONNECTION >- O U IN FIELD BY OTHERS GRADE T2'B P T.SILL PLATE w/SEALER RES-CHECK REPORT,BY BUILDER"' "All m C/) O� AT BASEMENT - DETAIL A AND PER DESIGN z o�w U j BY PROFESSIONAL 518°DIA.ANCHOE�BOLT IMBEDDED 71/2"x7/16"RATED SHEATHING STRIP Q W m FW- P,n IN CONCRETE MANN 7 7°IN MASONRY) W RA.OR PE. `SIMPSON MAB CH R STRAP ATTACH WITH 8d NAILSAT 4"O/C"*' a I- w MAY BE USED AS ALTERNATIVE G4 CHECK LOCAL BUILDING REQUIREMENTS it CONCRETE PARD INC COVER 2ND FLOOR FLOOR N (� .QJ U 90"MIN FOR FULL WITH BITUMINO S COATING Q� E y � � BAS MENT OR '� o 18"MIN.F�R CRAWL SPACE i`4` �`( PAUL S-Dip• 0 'T 24"MIN,FOR AREAS ! FOUNDATION WALL BY BUILDER PLANS 'S' o NOTE FOR FOUNDATION AND REQUIRING MECH.SERVICES � `Z' G U N FOOTING,SEE SHEET 2A ` , ENGINEERED FOR 10'THICKNESS y� IL * W L 2"MAX DIAMETER GRAVEL t� p^ W O 4'THICK COMPACTED PERFORATED DRAIN TILE TOE NAIL TO TOP PLATE ON 6 MIL.VAPOR BARRIER 0 L 1 ,• ' ••a•- :.- : WITH.131 x3°NAIL@12"0/C*" 2 = w 2ND FLOOR TO 1ST FLOOR �O 09619� �� DAT DWG ' FOOTINGSTOBEARON -QARCONTINUOUS PERIMETER CONNECTION DETAIL 'F' A9OPESS, NPS 121 116 10a UNDISTURBED SOIL MAY BE REQUIRED 6/2017 FLOOR FRAMING EXTERIOR WALLS (SDE AND END WALLS) ROOF FRAMING STUD TO 2 AT END 2X4 STUD 3 SEC.GUST WIND SPEED=134 MPH FASTENER TYPE OF SIZE OF NUMBER OF SOLE PLATE NAIL .135X31/1"(16d) 3 AT END 2X6 STUD FASTENER TYPE OF SIZE OF NUMBER OF LOCATION FASTENER FASTENER FASTENERS STUD TO 2 AT END 2X4 STUD LOCATION FASTENER FASTENER FASTENERS NAIL .135X31/2"(16d) JOIST TO 1 NAIL PER 1-1/2" TOP PLATE 3 AT END 2X6 STUD TRUSS TO GIRDER NAIL 131X3-1/4" OF JOIST HEIGHT TOP PLATE TO NAIL 135X31/2'(16d) 2 AT 12"O/C 2X4 OR EXTERIOR WALL NAIL .135X3112" 3 TOE NAILED JOIST HANGER MMLU8 8d HANGER 6 NAILS PER TOP PLATE 2X6 PLATE TO GIRDER HANGER NAIL'* HANGER HEADER TO NAIL EA3 AT EACH NAIL END(2X6 OR 2X8) ***TRUSS TO 135X31/2" 1 NAIL PER 1-112° OF STUD 135X31/2"(16d) 4 AT CH END 2X10 CEILING BEAM CHORD HEIGHT JOIST HANGER MMLU8 8d HANGER 2 NAILS PER HEADER TO 16"O/G ALONG EDGE TO JOIST HANGER NAIL'* HANGER NAIL .135X31/2"(16d) + HEADER _ 112° CEILING BEAM TO NAIL .135X31/2" AT 6"0/C JOIST HANGER MMLU8 6 NAILS PER MARRIAGE WALL 8d HANGER 2 AT 1�°O/C 2X4 OR TO HEADER HANGER NAIL"` HANGER NAIL 135X3112° 2X6 PLATE WALL TO LEDGER3"O/C DIRECT FLOOR RIDGE PLATE 1 NAIL PER 1-1/2" OF /��,, TO GIRDER NAIL 135"X3112° AT EACH JOIST SCREW 1/8'X 3' 2 AT 12"OIC 2X6 PLATE 2X4 OR TRUSS CHORD NAIL 135X31/2" CHORD HEIGHT ��®��® 32"O/C AT TOP AND BOTTOM WALL TO NAIL 135X31/2" 16"0/C FLIP RAFTER NAIL 135X3112' 1 NAIL PER 1-1/2" OF DATE 3/6/17 BUILT UP GIRDER NAIL 128X3' STAGGERED.2 NAILS AT END WALL TO 2X PLATES FLIP RAFTER HEIGHT ANDAT EACH SPLICE SCREW 1/8'X 3° 16"OIC PFS COROORA TION HEADER 1 NAIL PER 1112' ADHESIVE PLUS KNEEWALL 9° TO JOIST NAIL .135X3112" OF JOIST HEIGHT DOUBLE STUD 135X3112" 8°OIC STAGGERED STUD TO NAIL .135X31/2" 2 PER STUD Bloorrisb�lr PA NAIL �OTTOM PLATE 19132"OR 23/32" ADHESIVE PLUS 131°X21/2" 6"ON EDGE,12"I�FIELD INTERIOR PARTITION WALLS SUBFLOOR RING SHANK + ° *-TRUSS TO TYPE OF SIZE OF NUMBER OF u, w *� TO JOIST NAIL - 1/2 FASTENER TYPE OF SIZE OFf�UMBER OF CEILING BEAM FASTENER FASTENER FASTENERS a :EC-3cch 112"OR 7/16"SUB- LOCATION FASTENER FASTENER FFASTENERS o O o -;- FLOOR TO JOIST 6"ON EDGE,12°IN IELD STUD TO 2 AT END 2X4 STUD JOIST HANGER LUS 8d HANGER 6 NAILS PER = w Ow N (first layer attached ADHESIVE PLUS 15 GA.7/16°X 2 NAIL .135X3112° TO CEILING BEAM HANGER NAIL'* HANGER to floor joist) STAPLE 112" ? a + SOLE PLATE 3 AT END 2X6 STUD _ (first layer of two STUD TO' 2 AT END 2X4 STUD JOIST HANGER LU$ 8d HANGER 2 NAILS PER CO la er floor sistem TOP PLATE NAIL .135X31/2" TO TRUSS CHORD HAN ER NAIL"* HANGER >-� Y ) 3 AT END 2X6 STUD O <r— a 112"OR 7/16°SUB- HEADER TO 2 AT EACH END 2X6 FLOOR TO JOIST ADHESIVE PLUS 113X2° 6"ON EDGE,12"IN IELD STUD NAIL .135X3112° ( ) *„, p O RING SHANK 3 AT EACH END 2X8 JOIST TO TYPE OF SIZE OF NUMBER OF z Q> o (second layer of two + 1/2" CEILING BEAM FASTENER FASTENER FASTENERS O Z f NAIL WALL TO NAIL .135X31/2" 2 AT 12"O/C a layer floor sistem) LUS 8d HANGER 6 NAILS PER cn m m: W a FLOOR JOIST HANGER 32°0/C AT TOP AND BOTTOM SCREW 118°X 3" 12'0/C DOUBLE OR NAIL 128"X3" STAGGERED.2 NAILS AT END TO CEILING BEAM HANGER NAIL*' HANGER Z Z U a 22 TRIPLE JOIST ANDAT EACH SPLICE NAIL 135X31/2" 2 AT 12"0/C JOIST HANGER LUS 8d HANGER 2 NAILS PER O o W -a'=-- JOIST TONAIL 135X3 /2" 1 NAIL PER 1 1/2' WALL TO 1/8'X3" TO JOIST HANGER NAIL'* HANGER z J LO-' PERIMETER WALL SCREW AND EAC INTERSECTION o OF JOIST HEIGHT .036X3'X6" GN PLATE PLATE **4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBG ES ER-5426 w a **4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBG ES ER-54260WALL TO NAIL 135X31/2' 6"p/C TOE NAIL ROOF FINISH p H a CEILING FRAMING CEILING SCREW 1/8"X 3° 12"O/C m Q a FASTENER TYPE OF SIZE 0 NUMBER OF FASTENER TYPE OF SIZE OF NUMBER OF INTERIOR FINISH LOCATION FASTENER FASTENER F,ti1STENERS LOCATION FASTENER FASTEN R FASTENERS O JOIST TO 1 NAIL PER 1112" FASTENER TYPE OF SIZE OF UMBER OF FASTENER TYPE OF SIZE N NUMBER OF LO N w JOIST NAIL .135X3 VT OF JOIST HEIGHT LOCATION FASTENER FASTENER ASTENERS LOCATION FASTENER FASTENER FASTENERS �� J 7/16°OR 15132" U �t-- JOIST TO 1 NAIL PER 1 112" DRYWALL Tp ADHESIVE PLUS 24"IN FIELD + OSB OR PLYWD 21/2"X0131" 6"O/C ON EDGES Z_ ¢CO 0 NAIL 135X31/2° STUD #6X1-114° 1/2' NAIL PERIMETER OF JOIST HEIGHT SCREW 12"ON EDGE SHEATHING 6"OIC INTERMEDIATE a� W CO _ HEADER NAIL 135X31/2° 1 NAIL PER 1 1/2 ADHESIVE PLUS 1.1/4°RING LOCK 16'OIC + 1/2" �/8"PLYWOOD 21/2°X0131" 6"OIC ON EDGES W U TO JOIST OF JOIST HEIGHT NAIL - OSB OR PLYWD NAIL 6"O/C INTERMEDIATE N ( - m p Cl) DOUBLE OR NAIL .135X31/2° 2 AT 8"O/C EACH SIDE EXTERIOR FINISH SHEATHING } (n CnO TRIPLE JOIST + 1/2' SHINGLE TO SHTG STAPLE 1"X 3/4"X16 GA 6 PER SHINGLE z O w Z FASTEN R TYPE OF SIZE OF UMBER OF ROOF CEILING FRAMING LOCATION FASTENER FASTENER ASTENERS a wm� Z JOIST TO 1 NAIL PER 1 1/2° w 1 314"X16 GA 3"0/ ON EDGES ROOFING .120X21/2" 6 PER SHINGLE LU LLJ Z 7116°OR 15132' 6°O/C INTERMEDIATE NAIL o W NAIL 135X31/2° r.� OSB OR PLYWD STAPLE PERIMETER***' OF JOIST HEIGHT afSHEATHING 13/4"X15 GA 3°OIQ ON EDGES p (n JOIST TO 1 NAIL PER 1 112° LD 8°0/C INTERMEDIATE pF NE N Q w NAIL 135X3112" 2"X16 GA 4"OIC ON EDGESLL JOIST OF JOIST HEIGHT 518"PLYWOOD STAPLE '�� _ C.0? SHEATHING 2'X15 GA 8"0/C I TERMEDIATE �Q, �.t PAUL S 09 O o HEADER 1 NAIL PER 1 1/2' 7/16°OR 15/32" S G TO JOIST NAIL 135X31/2° 13/4°X16 GA 3'O/NON EDGES y w C _ CD OF JOIST HEIGHT it OSB 0(t PLYWD 6'O/C I TERMEDIATE ,t ' DOUBLE OR 2 AT 8°01C EACH SIDE w STAPLE 3'0/ ON EDGES N OTE. <� w SHEATHING 1 314'X15 GALu NAIL .135X31/2" + w z 8'O/C I TERMEDIATE r � TRIPLE JOIST 1�' �o ¢ ^J 1.FASTENING SCHEDULE IS DERIVED REFERENCIN CODE (R J C) - 518'PLYWOOD 2"X16 GA 4°OICON EDGES cn d RAFTER SILL � w STAPLE 2'X15 GA 8°O/C INTERMEDIATE PRESCRIPTIVE REQUIREMENTS,TABLE R602.3(1),R602.3(2). 2N � � TO JOIST NAIL 135X3112" 2 AT EACH JOIST w SHE/}THING �ND WFCM. BUT DUE TO MANUFACTURING REQUIREMENTS 6191 EXTERIOR PERIMETE NAIL .135X31/2" 2 AT EACH JOIST A [nF DWG TO INTERIOR PER VINYL SIDING INSTALLED'ON SITE(LOCAL JURISDICTION) IEXCEEDS SPECIFIED FASTENING. ;90P SSI NA 6/2017 W (t)UNAUTNQPM ALIMADON OR AOMTRW TO TMS SURVEY 15 A VlptA*-Or SECTMN 7209 OF INE KW YORA$TATE MUCAIMN LAW(2)DMANCSS SNQWN M RW i FMM VWVM UNES TO MTMQ STRVMKS ARE FOR A SPECIFIC PURPOSE ANO ARE NOT M 6E USM 10 ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES(3)COPIES OF TWS SORRY MAP NOT BWNO TAE LAMS SLRVEYOR'B W 4D SEAL OR E"BMSED SGL SNALL NOT BE C0%WjMG T6 BE A VA M TRUE M,JPY.(A)�',tTICN *VtAnD HEREON SMALL RGN MV TD INE-PERSON FOR MM THE.SURVEY S PREPARED AND ON H*BM4W TWINE TITLE EbWANY,COVERNNENTAL AGENCY AND L W*M MSTRUDON LISTED 1+XMk AND TO Dv.ASST N=OF INE LO ONG 04=70CCERt1FICATMNS ARE NO TRANSFERABLE TO A=ONAL TNSDSU TUTIQNS OR BSEOUMI Q9NER5 (S)THE LQCATON OF NEtls KSo=UNs(S»&ELawwz CCA)SAm w_Rt T ARE FRAY new OOSERVAT1011S AND OR DATA OBTAWW FR. ERS 40 0 ostrandor Avenue',Mverbeod,Nero York 1140t 0ttat.631.12'7.2503 fox.65t-72TA)44 1 adrntr:flyoungenglneertng cons 1 �;Tth (mug 4 \\\c�9 r) i wogHortard IN.Yo",Land�wi-vayor W $ ( Thomas G.Wotpert.Professlonat E,gimoGrC- Douglas ,Adams,Professional Engineer RobertC.Tast,Arcbitaot 1 t�QG�I�� ' y ✓ Ls3 3�r 1 ✓ Y SITE FA7TA - a i i i MP AREA = 20,125 SQ. FT. f 5I}BDIVI510�-">f e-T KNOLLS,SECTION 2"FILED IN THE OFFICE d VAP Q�, OF Tke GLeRK OF FOLK GOMTY ON APR'.04,1470 A5 FILE NO. 5445. c 6\wvs ter) - ✓'✓ ii +559 ,e13J so • VERTICAL DAMN = NA.V.DATUM 0*&5 3 0) �p\iG ✓' �� 0 6ROS5 FL60R A'RMA 1 pU �' i i PROf°09l+L?FIRST FLOOR =ZstB 50.Ft ./ i PROP05EV,SECOND F,44Z Sa m ' 1-0 HEALTH 17Et'6RTMENT USE PW Mag +545 Vit- 0 %04 ir kh 1 o tz�v- , ° SURVEYOR'S CERTIFICATION ( Z gt�(4�� _,,,TZAl "§ ` �j � � 1 � On` T�y ,I• G � ii � �� d� i�a� � � � �•1 0 � � `, � ��'+`-��. f„� "°s;°�'t•Z,., ��Ty�`'tPx� "�` "j ✓ HOKARD w.T0V1*,N,YS.L.S.NO.48843 s r,r� TEST HOLE DATE* 10/04A& f SURVEY FOR0 9 1 y✓ !:L=v:5.Z DARK 8R0Y'$t OD' E F�1NG IA y-) L�LOS Lot 46 /� f LOAM LOT 46, "SUNSET KNOLLS, SECTION 2" at? wn Mottituck, Toof Southold Suffolk County, Ne:yq York , 00 5AOY 51LT PfUfLDIhIG fRMITSIJ>ZNt'EY 0119A ALE County Tax Map (rpt-et 1004 seGtfa 106 e,m*08 w 42 PROM FM Bre.AAI D FIELD SURve'�OmpLETw OCT.t0,2016 ED 1 y�� (gp) MAP PREPAROCT-11,2010 500 {O� g 0.0, Record of Revisions RECORD OF ReVISIONS DATE w fl� P � a�Gg1 $RO; LTU` c i �, P lsM1 1 p {7PioT�� o \150' Fray` PFSI, REVIEW ONLY s ALE BROM V% Date: 3/6/17 P o zo •t0 as s PFS C000RATION Scale: V = 40" BloorTiSbUrg, PA hH6HE5T EXPEGTED se o Job No,2016`0140 6ROUNDwATER EL=6.O DW6.2016-014p'-IVIS 'of s k O M MOWME}T SET N. MONWZ-NT FOUND L• =STAKE SET $- STAKE.FOUND to A] , raya APPLICABLE STATE BUILDING CODES: NYS 2016 UNIFORM CODE (WHICH, SPECIFICALLY FOR DETACHED ONE-AND TWO-FAMILY DWELLINGS AND Q TOWNHOUSES, INCORPORATES BY REFERENCE) o 12 -NYS 2016 UNIFORM CODE SUPPLEMENT(2016 UCS) LL -REFERENCED 2015 INTERNATIONAL RESIDENTIAL CODE 12 (2015 IRC PUBLICATION,WITH SPECIFIC CODE PRINTING, > APPENDICES,AND REFERENCED STANDARDS AS IDENTIFIED Lu IN THE 2016,UCS. -2014 NATIONAL ELECTRICAL CODE CV ' 00 USE GROUP: SINGLE FAMILY DWELLING CONSTRUCTION CLASSIFICATION: VB, WOOD FRAME DESIGN CRITERIAFOR WIND ANDCIO S�iSMIC: DWELLING IS D SIGNED IN ACCORDANCE RCNYS SEC �-602.10: w 4k W T co �cn WIND LOADS_(_3 EC.GUST, Vult) o o 0 MAX N D SPEED- 134 MPH, EXPOSURE'C' = w o N ASSUMED SEISMIC SITE CLASSIFICATION = 'D' a SEISMIC DESIGN CATEGORY='B' � 6-7 5/8" 11'-8 3/4" 6'-7 5/8" O Q Lo a 251-011BUILDING IS NOT IN FLOOD ZONE- EDN DESIGN NOT REQUIRED o o� (EL 55.00'/ NAVD-88) J� z DESIGN LOADS: mm: o W Q> LIVE LOADS: z z NON-SLEEPING AREAS-40 P$F o o w STAIRS-40 PSF, OR 300 LB CONCENTRATED LOADz J "' " �¢ ACTING OVER AN AREA OF 4 SQ.IN.,WHICHEVER 52 o 241, I®J PRODUCES GREATER STRESSES. � o ROOF-GkOUND SNOW LOAD=30 PSF m ¢ a s CLEAR SPAN FOR 25' 2ND ST 0 PSF BEHIND KNEEWALLS o STORAGE TRUSS S 40 PSF BETWEEN KNEEWALLS �� z cn co DEAD LOADS: — n; ZD GABL TRUSSES WITH 38"W x 42"H R.O. CENTERED 2ACTUAL 0P5FFORTDRUSSESOEXCEED � � N W �= ca 61-10" ABOVE BOTTOM CHORD TO TOP 10 SF FOR CEILINGS � 0� N ow o BUILDING AREA: , �Uf 0 SF=BASEMENT>6'ABOVE GRADE ~ >`" � ® v 700 SF= 1ST STORY ABOVE GRADE cn o < D 327 SF=2ND STORY ABOVE GRADE Q APR - 3 2017 CD 1027 SF=TOTAL AREA(TWO STORIES ABOVE GRADE) 'C�OF pAtl y0 o a o P 45 '' o �o BUILDING IS IN CLIMATE ZONE 4A W BUMDING S w o TOWN OF SOUTHOLD m < -" z Cf.) � �o 09619'1 FD ATE DWG ' AROFESsl \4 9/2017 L2111J71 G1 I I I I I I I DOOR BY OTHERS SILL PLATS TYP. jf- --=------ I _ Q IN HouE I UP ---I--I i I I o ti b I `- I ----------- ------------ I > I i I =---------- -------------------I I j BAS TIENT STAIRS A E PROVIDED j I I AND INSTALLED BY OTHERS I I i I 1 cn I I I I orb I I I I Q a`„ I i t I = � t GARAGE I I = N co I i C7 zv Z�Y o co< No ow 0 I I t I o -' Q I I ILo ow UW, I I I I = W 1 I I m ¢ I I I t o 1 I I I Lo� V �W z u-) 0 � I I I I � o I I I I I I I t N Amo z I I I I } M0 0 I---- ---- =------=-- --------------I I m v� po� LL- I I wW ■ ■ 5718" -- 57/8"------- 57/8"" 57/8" -------5718" 57/8" � =- Q 8'-3" 2'-0 8'- T-3" o 0 OF ?4E =:) co �,�Q�O.( PAUL �'A O -r25-0 0 w�* +�� G< - O o SIMPSON STRONG-TIE ut J ! CO v DU8 SDS2.5 2� T ' 0,9 19,NP�� M80IT/T7 DWG017 G2 � 7'-101/2" 4" 15'-10112" q 2-8 31-5- °- _ C < DN. O M M 2-6 HOU SEI STAIRS/PLATFORM AND INTERIOR WALL' `r ARE PROVIDED AND INSTALLED BY OTHEkS_f r------=--- 25-112°x54-1/2" I PULL DAWN I STAIRS I L------=----1—J cWc _ N CC M I rn rn O O Lo 5/8"TYPE"X"GYP ON CEILING ATTACHED WITH Lu Lu O o #617/8"LONG BUGLE HEAD SCREWS 7"0/C Q a N J U.) _ M O Q f` EXTERIOR WALL PANELS,EXT.DOORS AND WINDOWS ARE SHIPPED LOOSE FOR INSTALLATION BY OTHERS q p 0 N N Q OZ N N JU O W Q Y x GARAGE N z� QTY PO H � O ow °O j Lo ALL DOOR AND,WINDOW HEADERS: - z (3)2x6 SPF#2 UNLESS OTHERWISE NOTED "' 0 w J Of o p w v m ¢ O Lo Lo C)j ALL GARAGE CONSTRUCTION INCLUDING BUT NOT V W LIMITED TO FIRE SEPERATION,BRACED WALLS AND Z a> Q ELECTRICAL DESIGNS ARE TO BE INSPECTED AND co (w a APPROVED BY THE LOCAL BUILDING OFFICIAL Eo_ w =o O N F- m MIN.(2)2x12 SPF#2(PORTAL) MIN.(2)2x12 SPF (PORTAL) _ CD � O ANY SPACERS At INTERIOR SIDE ANY SPACERS AT INTERIOR SIDE o m __l GARAGE DOOR BY OTHERS GARAGE DOOR RY OTHERS lie All _j H w N o c/) Q 51/2" 7-91/2" 8'-3" 2A' 8'-3 2'-91/2" 51/2" OF e =co p c%, O 11'-0112" 3'-0112" 21'-3112" Q��.I PAUL y0 a c) 24'-a" O o 25'-0" � - O w O? FRONT SIDE ■ SIMPSON STRONG-TIE m J N HDU8-SDS2.5 2� L Lu 0,9619 ��= DATE f_DW A'�°FEss� NP 9/2017 13/8/171 LG3 NOTES: 1 = ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY � j 2 - ALL EXTERIOR SIDING ON SITE BY OTHERS I 3 -ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS I � I I � I o I RIDGE VENT RIDGE VENT I co I 12 12 —7- �12 121 IC-, I o o o I I CL o �� o I I � Qti I M I Q>-- o I o I Z O z `o I N I A4 co mO wp} Z I I c� zv a0Y ALUM. o W � }" z FASCIA O o w a J Lo z a phi � Nva 11 1/2" 5 pwZ ERFORATED o " SOFFITU m ¢ �s a OUTSIDE CORNER U-�v O cj Q � W C>,) J �J N C/3Cm/d 0 O Lu w Oui ui z H W m� O o coQ3: w FRONT ELEVATION SEAR ELEVATION or- NE l�r� _ 0� Q PAut s 09 o � wC%j O �o J o �~ T Q W J Uco - 2� H �O 096191 �= P81T/T7 S8% 9/2017 NOTES: 1 - ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED �- PURPOSE$ ONLY 2 - ALL EXTERIOR SIDING ON SITE BY OTHERS 3 - ACCESS TO GRADE ON ALL ELEVATIONS IS ON SITE EY OTHERS > RIDGE VENT m� W Q M M CM o O cU Lu ON LY =cl o> LID Qom o c Z c> o oW � J Lo �G z0 °-v 111/2' 5 WW o z ALUM.FASCIA o W m ¢ as PERFORATED SOFFIT OUTSIDE CORNER o ►n C6 O Uri ¢ Z ¢} Cn W Ui tW = W r N co cn 00 F } >- :02^� m O J O ~ wm VLW f— WU �� Q _ W �l of � U �P .I PAUL o P2 04 o� sy o 0 0 q Lo J 11 in Z J c d. oROoss19-1 NP��=� DATE DWG ' PC Sl 92017 318117 G5 NOTES: 1 - ITEMS SHOWN ON THIS EXTERIOR ELEVATION ARE FOR ILLUSTRATED PURPOSES ONLY 2 - ALL EXTERIOR SIDING ON SITE BY OTHERS Q 3 - ACCES$ TO GRADE ON ALL ELEVATIONS IS ON SITE BY OTHERS 0 0 --------------- RIDGE VENT w f W o O O m f w N I Q CL I cn M Z � N cry ca Z2 g z zv I � 0 Ow tea~ in C--T 1----------------- 11112" Ln w U g II oww �z _1Q I I ALUM.FASCIA o W 0 s I I PERFORATED SOFFIT ca � I I OUTSIDE CORNER o 0 II z ¢Wj II a� f I � W� w >- � U.) 0 � I I J LL -I---=------------- JJW W --L------------------ �4 F- ww mt-o O � Q CD X, of NE�y �� CD O a'T w cli u, _ o �o W o ii m C - ZC d es L �oAROFEss��P��? 318117 G6 9/2017 1i TO PANEL BOX IN o- HOUSE BASEMENT CJD 27 wm � O 3 3 /� 4 �\ \ TO BSM F O Cl Lti r� W HOUSE ! \ \ , 3 w i \ I 25-1/2-A4-112" fIN, PULL GOWN m \ I STAIRS I L-----------1-J ¢ L c� it D ch . 0 CD \ J co CLO ALL ELECTRICAL IS PROVIDED 0 Q -!� AND INSTALLED BY OTHERS \` ; GFI I ' 4 Oz CD o GFI G/'11 O/""!�� m= 0 a Z I U ZU:z z�Y O oW 'tea~ PORCH MOU TED IN f MOUNTED IN o --j Lo--5CEI ING CEILING W co GFI GFI w p w< � o 0!i Q m ¢ O �n vi cj t::w za-} Q \ co 4L GARAGE CONSTRUCTION INCLUDING BUT NOT LIMITED W 0= TO FIRE SEPERATION,BRACED WALLS AND ELECTRICAL r N h- m o0 \ DESIGNS ARE TO BE INSPECTED AND APPROVED BY THE >- :O W \ LOCAL BUILD,NG OFFICIAL m cA O I LLLLJ low Wm� w�a wm v t— uP o� < c� pF NEbyy ZD n" Lu \ / off•( PAU( S O,A O � CD co tiG � � w Lo �=o w o Lo J r [U U 11 co 2 F- s�oARo096197NP�� DATE nG7 FEss+ 9/2017 318117 d- ¢ F- ' J Q 30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVE 15# ROOF UNDERLAYMENT(ASTM D 226 TYPE I))AND 15/32"AG NCY RATED ROOF SHEATHING SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WITH ASTM D 7158 CLASS.G OR H,OR ASTM D 3161 (ALL FLIPS SHINGLED ON SITE) 12 w 121C) �� 0 � p I"-Lu w N CV Z) Co M � Ocn Qti o Z Q> v Q 02: N J r' �o C17 mO w Qy z c N OoW W J LCA-7 Z 2;p< 25'-0" W � 5/8"TYPE'X'GYP BOlHING D ON SITE _o w p w z 7/16"STRUCTURAL SHEATHING 7/16"STRUCTURAL SHEA - _� o W q 51/2"THERMASTEEL STRUCTURAL PANELS 51/2"THERMASTEEL STRUCTURAL PELSW �- m ¢ 5/8"TYPE'X'GYP BOARD ON SITE z -----=----------------i ----------------------I a I I I I O I I I 1 J U I I I I Lo U) I I I I N U �H I I I I L0 I I I I (j]rf O LLJ I I I I I I 1 T N U) cU w 1 I I I >- �O C/) O WLu I I JJW U GRADE I 4 CONCRETE SLAB I GRADE I�-� w mco ------ -n---------- ----11--------------- CO 0 u >c V W ' Z -' 5/8 IA.ANCHOR BOLT IMBEDDED ti o co MIN.7"IN CONCRETE OR MASONRY _C � Cn 0 *SIMPSON MAB ANCHOR STRAP SOF NE Y Q" u- MAY BE USED AS ALTERNATIVE ¢o o CHECK LOCAL BUILDING REQUIREMENTS �,`Q,o�.I PAUL syO,p� o o N Lu ui M 1-6" 3,4" —L p `p J O U II FOOTINGS TO PEAR ON y Z UNDISTURBE SOIL cP F-- . BELOW FROST LINE SOA 096191 �i= DATE DWG ROFEss� NP 93/8/17 /2017 G8 � I PES Corporation d/b/a PFS TECO PFS'-TEC0 � , An Employeo-Owned Company # March 6,2017 Brian K.Willis Modular Steel Systems,Inc. 11 Edwards Drive Bloomsburg,Pennsylvania 17815 Re:Modular Steel Systems,201631,Tsoum_pariotis,NY NY DOS No. :M080-2017-014 Dear Mr.Willis, Issued with this letter in response to your application received February 13,2017 for approval of a new Individual Model(Modular Steel Systems,Inc.,201631,Tsoumpariotis located in the Town of Mattituck,New York,Suffolk County)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval_placed on the set of plans accompanying this letter dated March 6, 2017.This approval is based on the 2016 Uniform Code of NYS and the 2015 IRC. The design limitations for this approval are as follows: 1. Occupancy :Detached One Family Dwelling 2. Number of Stories:Two ' 3. Construction Type:VB 4. Ground Snow Load:30 psf 5. Seismic Design Category:B -6. -Basic-Wind-Speed-:134 mph-V-ult- 7. Exposure Category:C 8. Climate Category :4 9. Other:All materials and designs for access to grade,exterior siding,trim and finishes,all foundation work,including any doors,windows,insulation,sill plates,walls and columns in the basement,Exterior porches or decks and lighting, handrails throughout interior of the dwelling,all appliances,electric panel box and breakers,HVAC,exhaust and vents, hose bibbs,plumbing interconnections,under-floor plumbing,Front Family Room bumpout design and construction including all fastening requirements and energy compliance completion:including whole house fan requirements to be completed on-site by others. Prior to`shipment from the factory each factory manufactured home,model and/or 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 from NYSDOS. This is a file copy for your records. Should you have any questions,please feel free to call this office at any time. PFS'0 Digitally signed by D.Renee Moist Sincerely, _ DN:cn=D.Renee Molst,o, `;ou=PFS, email=renee.molst@pSteco corn, Date:2017.03.0615:59:08-05'00' D.Renee Moist Staff Plan Reviewer Northeast Regional Office renee.moist@12fsteco.com r ' Enc: PDF Approved plan set Cc: Donald Thomas,AIA.(DOS). 570.784.8396-2877 Skatetown Road•BIoomsbug PA 17815 TESTED WWWKSWO.CQM MARKS YOU CAN BUILO ON# l'at, 't*F IF TTI -NEW YORiE-&T-AT-E--DEPAR-TMEN-T-OF-&TAT-E k UNIFORM FIRE PREVENTION AND BUILDING CODE DIVISION OF BUILDING STANDARDS AND CODES DAPPLICATION FOR PLAN APPROVAL OF A FACTORY MANUFACTURED BUILDING STANDARDS AND CODES MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone: 570-520-4062 Contact Person: Brian K. Willis Email: brian@steelmodularsystems.com QUALITY CONTROL MANUAL PREPARED BY: Modular Steel Systems, Inc Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone: 570-520-4062 Contact Person: Brian K. Willis Email: brian@steelmodularsystems.com QUALITY ASSURANCE AGENCY: PFS Corporation Address: 2877 Skatetown Road, Bloomsburg, PA 17815 phone: 570-784-8396 Contact Person:-Richard-L.-Wenner Email: rwenner@pfscorporation.com FACTORY MANUFACTURED BUILDING IDENTIFICATIONS Model: 201631 - Tsoumpariotis Project Address: 475 Daisy Road, Mattituck, IVY 11952 Occupancy Class: Single Family Project County: Suffolk County Application pertains to: (check one) Q New Individual Model ❑ New System of Models ❑ Modification of an Approved Model or System: M (provide prior approval number) -❑. Renewal of an Approved Model or System: M (provide prior approval number) FILING DOCUMENTATION AND FEES Provide 3 sets of necessary drawings, specifications and documentation and one manual. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to:NYSDOS,Division of Building Standards and Codes.Send payment to:NYS Dept.of State,Division of Building Standards and Codes,99 Washington Avenue,Albany, NY 12231. SIGNATURES ONPAU4, yO Registered Architect - Professional Engineer Name: Anthony Shulde License No: 096197 ° Signature: y(P Authorized Signature of Manufacturer �6A 0 6191 Name: Brian K. Willis �. RoFESst NP 6/2017 Signature: �" �' Date: Feb, O8, 2017 DOS 1280(Rev.9114) Page 1 of 1 -P-FS--N-Y- S-U-B-M-ITTAL- -1-N-D-EX OF NEI�r pAut sy,per 201631 - Tsoumparootos (NY) Z`�pA p9619� ti�a� v RQpess% NA 6/2017 Section Description # Pages Index 1 NY Checklist 14 -R-ES.eheck 11 Gravity Calculations 26 Flitch Beam Fastening 1 MSS Ceiling Connection 2 PFS Test Report #04-83 10 USGS Seismic Reports 5 ATC Wind Speed 1 20-1-5W-FC-M-- rescrip-Li- -C-alcul-ati-o ts- 3- Electrical Load Calc 1 Drawings 22 Total Sheets 97 APPROVED DATE 3/6/17 PFS CORPORATION Bloomsburg, NA IM CODES 01WSION NEW YORK DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION k la Third Party Modular Review ftseet I -hF=SYATE SOW- -*SSI-0 n DevebpmentWo Based upon the 2010 Residential Code of New York State For Codes Division Use Only Application number assigned by DOS Codes Division M#080-2017-014 Date Received: Date Reviewed: Date Approval Issued, DOS Reviewer: -T-0-BE-GO M-PLETE-1)*V TIHE MA-NU-FA-C-TUR-E-R- Manufacturer: MODULAR STEEL SYSTEMS,INC, Project Name & Project Number: 201631 -TSOUMPARIOTIS Address: 475 DAISY ROAD Cityffown/Village: MATT ITUCK(SUFFOLK COUNTY) Zip Codet 11952 This worksheet is based upon the Submission Instructions prepared for the Residential Third Party Modula'r Review. This completed worksheet shall accompany each project,,submitted as part of the Residential Modular Pilot Program, This worksheet is provided for general guidance in preparing a satisfactory application for approval only. This is not,intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular -format-and-are-div-ided-into-five-columns-as-shown below, A-description-of-each-column-is-giv-e-n-in.the, second row, below the column header Reference to Code Section Submission, Response Drawings Sheet or page Instructions Requirement number where requirement is addressed This column references the This column This column This Column is where the This is where the manufacturer or Submission Instructions. The contains the identifies a specific manufacturer,design professional, design professional identifies exactly submission instructions";boil he relevant code code requirement quality assurance agency identifies where in the submission the fpll*wed in the development of section(s)that that must be that the submission requirement has submission requirement has been met. the project submission for support the addressed within been addressed,is not applicable to For example,what drawing sheet has approval submission the submission the project,or is a component to be the window schedule? requirement docOnents, addressed with the site constructed portion of the project. See note 2, below. APPR(2VED RCNYS Submission Development Worksheet DATE 3/6/17 Page I of 14 March 4,2011 PFS CORPORATION Bloomsburg, PA The design professional shall complete the response column by checking.the appropriate box. The-response three options to check are: ❑Completed a N/A (Meaning that the requirement is not applicable to the project.) • S(Meaning that the requirement is to be completed as part of the site construction) Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Instructions Section page number where requirement is addressed A7 N/A A complete calculations manual 7t�cosnpleted Calculations Attached a-NIA- as A6 N/A Drawings indicate the location of-the insignia of ompl"t d 3,3a a NIA approval as A5 N/A Drawing organizationompleted Indexes AONIA A4a NIA Cover Sheet identifies the design professional'sompleted 1 G NIA name, address and contact information. as A4b N/A Cover sheet has an index for the drawings set ompleted ❑NIA as A4c N/A Cover sheet indicates the project name and omp)eted 1 a NIA address as A4d NIA Cover sheet identifies the use and occupancy Acompleted 1 ❑N/A classification as B4a N/A Cover sheet identifies the seismic design "°'"p'e`ed 1 o N/A category a s 134a N/A Cover sheet identifies the ground snow load .completed 1 talA as B4a N/A Cover sheet identifies the basic wind speed Ampleted a N/A a A3 N/A 3"x6" clear space box provided for DOS Aompleted- All Drawings a NIA -approval-stamp a s A2 NIA Manufacturer's information provided Xcompleted All Drawings n N/A as APPY tt , APPROVED - DATE 3/6/17 RCNYS Submission Development Worksheet PFS CORPORATION Page 2 of 14 March 4,2011 Bloomsburg, PA Al N/A All documents sealed bydesign professional vornpleted a NIA All Sheets, as A 1 NIA Third party approval grantedo N �Ated Approved a A 1 N/A Submission ready documents in triplicate y omploted CD*HARD COPY TO o NIA STATE as Section B-Required Drawing Details, Reference Code Submission Requirement Response Drawing sheet or to Section page number where . . Instructions requirement is addressed B1a 8101.2 Type of Structure a npleted � ` as circle one; One Family Two Family Townhouse -Number of'Stories= V amp}eted- 13 NIA os The attic is defined as an unfinished,space. Note that sprinklers are not required in any building having two stories above a basement,whether the basement is below grade or considered a story above grade, Height of Building(ft) omNpltAeted 5,5a,5b,5c - A,W j -00r0,t4�t 7- as B 1 b Floor PIau(s) n NIA ed 3,3a aS R303 light and ventilation mpleted 4 Identify this information on the window schedule,when °NIA to s appropriate. 11303.6 Stairway illumination Pvompleted NIA 6,6a ro S R304 Room size wompleted 3,3a One room a min.of 120 s.f a N/A as 70 s.f.for other rooms 7 foot min.horizontal dimension 11305.1 Ceiling Haight ,Camp:e:ed 5,5a identify the ceiling height on a section or elevation view. o NIA as Show compliant dimensions when using exceptions. 8306 Fixture requirements Ch.27 ,, p NI1ed 3,3a,8 as 97��- APPROVED RCNYS Subtnission Development'Workshect DATE 3/6/17 Page 3 of 14 March 4,2011 PFS CORPORATION Bloomsburg, PA R307 Fixture spacingompleted /KSa NIA 3,3a as Bic Cross.Sections ompleled a NIA 10 as Bid- 8702 FinishesCompleted "a NIA 10 Blg as 8702:3.5 Gypsum YVompletod a NIA 10 as 11315 Flame spread classification not greater than 200 ompleted a NIA 1,-NOTE#17 as 131f 8703 Exterior Finish acompleted OVA On Site R806,2 Attic ventilation �ampletad a NIA 10 as -91e -R86T Attic access )*amplewd o NIA 3a ` aS Bib. R308 Door and Window Schedule 1pmpleted 4 8310 Notes: 1.Window pressure and Wind borne debris are a NIA as R311 separate requirements. 2. Show dimensions complying with'emergency escape and rescue requirements. 3. 1 exit per dwelling unit,side hinged,&3'x6'-8" R308,4 Safety glazing locations ompleted a NIA 3,3a 12S R308.6 Skylights I sloped glazing aEompleted IA NIA X613 Exterior windows and glass doors completed a NIA 4 a R613.2 Perforinartce of windows ompleted a NIA 4 R613.3 Testing and labeling ompleted o N/A 4 as 1"1613.6 Wind-borne debris Aompleled a NIA 4 a'S R613.7 Anchorage ompleted a NIA 4 as 8613.8 Mullions ocompleted N/A - fPFS e4PP't�®e/�® RCNYS-Submission Development WorksheetA TE 3/6/177Page 4 of 14 March 4,20J1 CORPORATION Bloomsburg, AA 133a R309 Garage Separation oCompteted Elated Door Only, Identify wall construction. Identify opening protectives a NIAa s Balance is On Site R311.4.3 Landings gompleted 3,3a R311.5,4 +a NIA as R311.6 Ramps oCom Illeeted N/A dg as s 8311.5 Stairs Aomplotgd 3,39 n N/A ' - as 9311.3.) 36"clear width ' ompleted 3 G_N/A as 8311.5.3.2 Min.Tread depth=9" "ompleted 3 o NIA aS R311.5,3,1 Max.riser height=8 1/4" )eompleted 3 0 N/A os R311.5.2 Min,-6'-8" ompleted 3 a N/A as R314.5 Spirals aUmpleted N/A (not permitted to the only means of egress from a story) S 8311.5.6 Handrails 3 vMA as R311.5.6.1 Height ompleted 3, 34"to 38"with 4 or more risers o,NIA as 8312 Guards ,ompleted 3 All NIA as 9312.1 l'(oor surfaces more than-3.0"above.floor_helosvomgletea d NIA ris R312.2 Size of openings ` `0�grpleted 1.3 P� NIA as R3.13 Smoke Alarms ompieted 6 Show locations on drawings n NIA - - �s R313 Carbon Monoxide Alarms &pmNplleted 6 Show locations on drawings n s R313.5 Automatic Sprinkler Systems aCompleted N/A (Three-story structures) rsA Provide hydraulic calculations - °completed N/A A l7s APPROVED RCNYS Submission Development Worksheet DATE 3/6/17 Page 5 of 14 ,March 4,2011- PFS CORPORATIOfN Bloomsburg, PA Provide layout of sprinkler heads ❑Completed N/A tIA as Provide complete system diagram pCompleted ISI/A f1A os Submit equipment specifications ❑Csmpleted N/A IA as R314 Foam Plastic Insulationmpleted 2ND FLOOR °N/A PERIMETER-ONLY 'as B1a 8317 Dwelling Unit Separation aCompleted N/A fM R317,1 One hour for two-family structure ❑Completed N/A ('/Z hr.with sprinkler system) 1A 1as w R317.2, Tonhouses ❑Completed N/A 4A ❑s One-Hour separation per R302 ❑completed N/A (2 hour common wall exception) °tea/ R317.2.2 Parapet construction ❑Completed N/A „IIIA as R317.2.4 Structural independence ❑Completed N/A IA Ch. 13 General mechanical systems ❑Completed ALL ON SITE o NIA M 1303 Labeling of appliances pCompleted ON SITE o NIA M-1305 Appliance-access- ❑Completed - - ON-S-ITE o NIA M1306 Clearances from combustible construction riCompleted Gly SITE a N/A Ch. 14 Bleating& cooling equipment pCompleted ON SITE a NIA (1111 15 Exhaust systems aComple:ea- COMPLETED ON ❑N/A SITE M1502 Clothes dryer exhaust oCompleted COMPLETED ON ❑NIA SITE M 1503 Range hoods ('Completed COMPLETED ON aNIA- SITE FPFS APPRORCNYS Submission Development WorksheetDATE 3PRPage 6 of 14 �' March 4,X411 CORPORATION Bloomsburg, PA M 1505 Overhead exhaust hoods nCompleted 1,6 a NIA RANGE HOOD M1506 Exhaust ducts tacompleted 1,6 ©NIA ON SITE M 1507 Mechanical ventilation acompleted WHOLE HOUSE,1 0 NIA t Ch. 16 Duct systems ❑Completed ON SITE C N/A M 1601 Duct construction MCompleted ON SITE n NIA M-1662 Return air bCompleted ON SITE o NIA Ch. 17 Combustion air °completed ON SITE C3 NIA M'1701 General nCompleted' ON SITE E7 N!A M 1702 All air from inside ocompleted ON SITE 0 NIA M 1703 All air from outside nCompleted ON Q NIA Ch.24 Fuel gas pCompleted ON SITE a NIA X G2406 Appliance location nCompleted ON SITE C,NIA G2407 Combustion,,yentilation and dilution air nCompleted ON-SITE p NIA X G2408 Equipment&.appliance installation nCompleted ON SITE a NIA JW 02413 Pipe sizing nCompleted ON SITE ❑NIA G24143 Piping materials QCompleted ON SITE n NIA 1 G2420 Gas shutoff valves nCompleted ON SITE n NIA A6a Plumbing system drawings iampleted g -S'yea- 25ptern 25-through-Chapter-32 3 8 APPROVED _itCNYS Submission Development-Worksheet DATE 3/6/17 ;Page 7 of 14 March 4,2011 - PSS CO1RP®RA'TI®N Bloomsburg, PA 136b P2904 Tdeniify plumbing materialsampleted P3002 W, ' a NIA g ns B6c Drawings of the plumbing system, Nompleted, Bbd a NIA 9,9a,9b 0S Ch. 26 General requirements ��ICompieted a NIA 8,9 aS P26012 Driliing,and notching t1completed a NIA 8 nS P2605 Piping support' Xampleted a-NIA $ US P2706 Waste receptors acampleted NIA N/A r�0S Ch.28 Water heaters aCompleted a NIA ON SITE P2802.2 Temperature Control aCampleted ON SITE R306.4 Water supply ample;ed to NIA 8,9a,9b 0S P2903 Fixture units,size of water supply piping /1'Pompleted R NIA g r P2903.7 3/4"milt nmpleted a NIA 8,91) as P2904 Identify pipe materials Completed o NIA $ CS 'R306.3 Simitari_drainage- omp)cted n NIA 8,9,9a,9b n P3003 Piping materialsy�yompleted p 'a NIA 8 ns P3005 Cleanout§ /*ompleted a NIA TRAPS nS CH.31 Vents 'Completed M NIA 9,9a,9b aS P3103.1 hoof extension 9 rtCompleted ON SITE- c3 NIA *42YR ►,•, APPROV/E7 lqollo- DATE 3/6/17 RCNYS Submission Development Worksheet PFS CORPORATION Page 8 of 14 March 4,2011 Bloomsburg, PA P3103.2 Frost closure nCompleted n N/A 8.9 P3103.3 Flashing&sealing nCompleted a N/A g P3108 Wet venting acompteted )KN/A as P3109 Waste stack vent. ncompleted' ,tN/A as Pal 10 Circuit venting ncompleted -XN/A NIA as 1`3111 Combination waste and vent system nCompleted , /A NIA as P3112 Island fixture venting -»Completed IIA , '" as Size of venting system ompletea 9 P31130 NIA - as P31 14 Air admittance valves 4 SQMpteted /' O NIA 9 D P3201 Wraps `Completed o NIA g nS Ch. 10 Fireplaces& stoves °Completed N/A NIA nS -R1001.9 'Hearth&hearth extension nCompleted l/A NIA R1001.10 as R1006 \ Exterior air supply. aCompteted NIA as R1004 Factdry-built fireplaces ac mp�leted N/A aS R 1004.2 Hearth extension nCompleted ice'`/A lit/A as R1004.3 Decorative shrouds aCampleted lA NIA os 121004.4 Unvented gas log heaters aCompteted N/A �'"- /A ns ' APPROVED RCNYS Submission Development Worksheet DATE 3/6/17 Page 9 of 14 March 4,2011 PFS CORPORATION Bloomsburg, PA Chimneys& vents acompleted (Chapters 10, 18 & 24) !/A NIA as R1005 factory-built chimneys acompleted .SIA NIA eS 1118012 Draft requirements acompleted /A NIA as 8602.8 Fire Blocking acompleted a NIA ON SITE,10 M 1801.11 Multiple-appliance venting acompleted IJA NfA as G2425 Chimneys&vents aCompleted N/A N/A as G2426 Vents aCompleted ,vlA N/A aS G2427 Venting of equipment aComploted '/q N/A as Electrical Requirements 'completed NI (Chapters 33 through 42) PA 6,8r U0, E3801.2.1 Receptacle placement ompleted a NIA 6,6a,8 E3802 GFCI `completed a NIA 6.6a,8 as E3803 Switch locations amp{eted o NIA 6,6a,8 as Bbd Electrical equipment/appliance locations a NIA B,6a Floor plans n NIA as B Ta Service equipment ompleted a NIA 8 aS B7b Means of grounding ompleted a NIA 8 B% Load calculations . mpleted I*, ,N/A ATTACHED os B7d Size of conductors �ompleted A0 N/A 8 as 137e Maid disconnect-c_ov-er_current-protection ompleted _ Asa NIA 8 as RCNYS Submission Development-Worksheet F APPROVED Page 10 of 14 March 4,2011 DATE 3/6/17 r �S C®ItP®13ATI®IV Bloomsburg, PA $7f Locations of equipment Completed U NIA 6,6a as B7g Single line diagram Xompleted o NIA l 6,6a as 137h Lighting plan XCOtnpleted M N/A 6,6a aS Energy Code xOmpleted RE&CHECK 88 o NIA ATTACHED as State compliance path used UA ALTERNATIVES(TRADE-OFFS) Forced Hot Air Furnace,78 AFUE min, oCompleted ON SITE Make and model number o N/A Electric Central Air, 10 SEER min, QCompleted ON SITE Make and model number °NIA Boiler,80 AFUE Min. oCompleted ON SITE Make and model number R NIA Air leakage ampJeled 1,ACH50, 'Identffy how-joints,penetrations and-openings in the °'NIS' RESCNECK os building envelope-are sealed. Recessed lights shall be IC rated and installed with no omplvrd 6,6a,RESCNECK penetrations,or Type IC or non-IC rated installed inside °NIA dS an appropriate-airtight assembly with a 0,5"clearance from combustible,materials and 3"clearance from insulation. Vapor Retarder - 560MPIOC4 10¢ $04, Installed on the warm-in-winter side of.all non-vented R N/A Rs framed ceilings,walls and floors. Materials identification , Emnpteted RESCNECK Installation shall be per the manufacturer's instructions. A NIA ps Materials must be identified so that compliance can be determined, Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. 950�� AEPHO. ED DATE 3/6/17 PFS CORPORATION Bloomsburg, PA RCNYS Submission Development Worksheet Page 11 of 14 March 4,2011 Duct Insulation ocomptoted ON SITE Supply,1 ducts in unconditioned attics or outside the Q NIA building must be insulated to R-8 ofR-11, Return ducts in unconditioned attics or outside the building must be insulated to R-4 or R-6. . .Supply ducts in unconditioned_spaces must-be insulated to R-8 or R-11. Return ducts in unconditioned spaces must be insulated to R-2. Insulation is not required on duct's in basements within the thermal envelope. Duct Construction aGompteted ON SITE All joints,seams;and connections must be securely °X/A fastened with welds,gaskets,mastics(adhesives), mastic-pins-embedded-fabric,or tapes. Duct tape is not permitted. Ducts shall be supported every 10 feet or in accordance with the manufacturei's instructions: Cooling ducts with exterior insulation must be covered with a vapor retarder, Air filters are required in the return air system, The HVAC system must provide a means for balancing air and water systems. Temperature Controls aCompletod ON SITE Each dwelling unit has at least one thermostat capable of ON/A automatically adjusting the space temperature set point of the largest none. -Electric Systems- mcampleted NIA Separateelectric meters are required for each dwelling XVA unit. Fireplaces QCotnpleted N/A Fireplaces must be installed with tight fitting,non- IA combustible doors. Service Water Heating ON SITE Water heaters with vertical Ripe risers must have a heat a NIA trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a"circulating system. Identify on the drawings the insulation R values)for circulating hot water pipes and HVAC piping. Ch.9 Roof Exterior Coverings ,completed a NIA 10,-10a- As R902 Classification ompieted Aa NIA 10,10a a5 R903 Weather protectionLn7apletod Q NIA 10,10a a APPROVED RCNYS Submission Development Worksheet DATE 3/6/17 Page 12 4f 14 March 4,2011 PFS CORPORATIOlN Bloomsburg, PA R905.1 General requirements Completed 10,10a M N/A 0 R905.2 Asphalt Completed 10, 10a a N/A a Structural design Acompleted ATTACHED a N/A as Identify codes and referenced standards used in design ,comp)eted ON CALCULATIONS on,a separate sheet bound with the structural calculations a N/A as 134a Dead Loads 'completed 1 - nS B4a2 Live Loads wompleted 1 a NIA as B4a3 Ground Snow Load `Comploted- 1 4 N/A a B4a4 Seismic Design Category and Assumed Soil Site Class ,VGompleted 1 a N/A as B4a5 Wind Speed and Exposure Category Completed 1 a NIA aS B4b1 Engineered design Completed GRAVITY LOADS a NIA as 134b2 Prescriptive design Completed MIND WFCM a N/A as B4e Specifications of materials 9Completed 10, 10a a NIA US B4d1 Engineered roofdetai)s incorporated 'Completed -RAFTERS a N/A a B4d2 Truss specifications data sheet provided Completed RAFTERS a N/A as B4d3 Truss(rafter)uplift connections provided Completed 10 a N/A as B4d4 Ice shield underlayment provided Completed 1fl, 1fla U N/A as 1340 Attachment of roof covering and underlayment provided )(Completed 10, 10a, 11 a NIA a5 B4d5 Braced wall lines identified on plans Completed 3C,3d a NIA as APPROVED RCNYS Submission Development Worksheet DATE 3/6/17 Page 13 of 14 March 4,2011 PFS CORPORATION Bloomsburg, PA B4d7 Specifications for shear walls provided }�ompleted 3c,3d I �❑N/A as B4d8 Structural adequacy of shear walls confirmed Completed NIA pERSCRCPTIVE+2 as° CALCULATIONS B4d9 Location and specifications for holddown devices kPompleted 2a,3c,3d Provided ❑NIA as B4d70 Column(post)schedule provided Completed 3 3a ❑N/A ' as B4d1 1 Header(beam)schedule provided camptated 3 3a ❑-NIA- s as B4d12 Continuity of uplift resistance confirmed Completed FULLY SHEATHED+ o N/A STRAPS @ BWLs os B4d 13 Details of module integration(at ridge,mating line, ,Completed 10 story-to,story)provided a N/A as B4d14 Wind-borne debris protection applicable ,completed 4 0 NIA ❑S B4d15 Wind-borne debris protection addressed Completed 1.4 ❑N/A as B4el Location and specifications for holddown devices Aompleted 2a,3c,3d provided a NIA ❑-s- B4e2 Location,size,and spacing of siliplate anchor bolts ompleted 2 2a provided ❑WA ' a B4e3 Location and spacing of columns provided ompleted 2,2a ❑N/A �S 134fl .it>tiformly-distribrlted-loads-identified. _completed _ 2,2a_ ❑NIA �s B4t2 Concentrated loads identified nmpleted 2,2a ❑N/A as B4f3 Horizontal loads vectors identified Completed PRESCRIPTIVE ❑NIA DESIGNS ❑s F, �► APPRQ E® DATE 3/6/17 PFS CORPORATION Bloomsburg, PA RCNYS Submission Development Worksheet Page 14 of 14 March 4,2011 -��SGlaeck-Seltwa-r-e-Varrs an- A,-4.3 Compliance Certificate Project 201631 - Tsoumpariotis (NY) Energy Code: 2015 IECC �Q� PAUE s1'0 Location: Mattituck, New York Construction Type: ) Single-family APPROVED *� O tiGo Project Type: New Construction Conditioned Floor Area: 3,355 ft2 nPFS 3/6/17 UJ Glazing Area 11% P®BATT®R!Climate Zone: 4 (5331 HDD) burg, PA 09 10 Permit-Date, AAO�ESSI Permit Number: 6/2017 Construction Site: Owner/Agent: Designer/Contractor: 475 Daisy Raod Long Island Modular Homes Modular Steel Systems, Inc. Mattituck, NY 11952 500 N. Broadway 11 Edwards Drive Suite 103 Bloomsburg, PA 17815 Jericho, NY 11753 570-520-4062 516-472-7033 e e n .• a Compliance: 8.6%Better Than Code Maximum UA: 475 Your UA: 434 Maximum SHGC: 0.40 Your SHGC: 0.28 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. Assembly or U-Factor UA Perimeter R-Value R,-Value 2ND FL Ceiling 1: Flat Ceiling or Scissor Truss 1,492 38.0 0.0 0.030 45 1ST FL Ceiling (Front Bumpout+ Rear Room): Flat Ceiling or Scissor Truss 376 38.0 0.0 0.030 11 IST FL Wall 1:Wood Frame, 16"ox, 1,876 21.0 0.0 0.057 88 Window 1: Wood Frame:Double Pane with Low-E 174 0.240 42 SHGC: 0.30 ' Door 1:Glass 80 0.260 21 SHGC:-0.21. Door HGC:-0.21- Door 2: Solid 76 0.300 23 2ND FL Wall 2:Wood Frame, 16"o.c. 1,491 21.0 0.0 0.057 79 Window 2:Wood Frame:Double Pane with Low-E 113 0.240 27 SHGC: 0.30 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,863 19.0 0.0 0.047 88 PERIMETER BAND Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 126 10.0 0.0 0.076 10 -Project Title:2G1631---Tsoumpariotis-(T4Y)- -Report-date: -03/02/1-7- Data filename: \\MODULAR-SERVER\Users\Modular\Eng!nee ring\Drawing requests\2016\201631 - Page 1 of10 Tsoumpariotis (NY)\Calculations\201631 -Tsoumpariotis, REScheck.rck Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements Misted in the REScheck Inspection Checklist. Brian K.Willis h, f 02-MAR-17 Name-Title Signature Date Project Notes: ALL HVAC ON SITE BY BUILDER ALL GAS LINES ON SITE BY BUILDER Of-NEARKS APPROVED yj,Y pAut s 09 0 DATE 3/6/17 PFS CORPORATION 2 Bloomsburg, PA ;0� 09619 v �OFESSI NP 6/2017 Project Title: 201631 -Tsoumpariotis (NY) Report date: 03/02/17 Data filename: \\MODULAR-SERVER\Users\Modular\Enginee ring\Drawing requests\2016\201631 - Page 2 of 10 Tsoumpariotis (NY)\Calculations\201631 -Tsoumpariotis, REScheck.rck - RF5-et ipck Software-Version-4A3- Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is-being-claimed:Where-compliance-is4emized-in-a-separate-table;a-reference-to-that-table-is-provided; - a V" ri�a`:• rid,�E if d v n eii F:f,e- r e #: �r -tiffs dct aas Pta Re ie�,t '1'e �;; +o"` a .t p - p, !, r\. - 4�Cii�paa a _ mix rads%�;ssurpip t ns"= 103.1, ;Construction drawings and r�.�`- >:_� �- '�`.� �"s;�,�.�" .��,.,;,,,,� i �'��❑Compl-ies ' 103.2 documentation demonstrate fir; ,` ;.' Y'° ,;� r s :' `-- x y:;❑Does Not [PR1]1 energy code compliance for the ��r;`aa "" '""'"'rt; 4R. =, a _` - <° r ;.:.-,.❑Not Observable I building envelope.Thermal .-;a k= F " - `:k ,g ` ^' kenveiope represented on 4';=>;r <'}`µ< ' `: Fr* f ry` °'_ ' k: ❑Not Applicable construction documents. '` ": 103.1, Construction drawings and ,X- 103.2, x "�❑Complies tV`.'., 103.2, (documentation demonstrate yyy', :a❑ I 403.7 r ;:, Does Not 0 ,energy code compliance for -zha- -CINot Observable[PR3]1 lighting and mechanicals stems. j Systems serving multi lec =`" E•- A`_ '<' ;°❑Not Applicable ; dwelling units must demonstrate ,compliance with the(ECC � -- •=• __ -_. ,s;, ;� �-�; °<;;�°`_�=�_� , Commercial Provisions, �_ -'H eatingand cooling equipment is; Heating Heating ❑Complies sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads calculated per ACCA ; Cooling: Cooking: z; k. ,,Manu J or other methods :❑Not Observable a Btu/hr Btu/hr (❑Not Applicable approved by the code official. s PP Additional Comments/Assumptions: of ME - PA 0 APPROVED DATE 3/6/17 rillw PFS CORPORATI®N 2� Bloomsburg, PA - SOA 096191 v gOFE�Ssl NA 6/2017 1 High Impact(Tier 1) {2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 201631 -Tsoumpariotis (NY) Report date: 03/02/17 Data filename: \\MODULAR-SERVER\Users\Modular\Engineering\Drawing requests\2016\201631- Page 3 of 10 Tsoumpariotis (NY)\Calculations\201631 -Tsoumpariotis, REScheck.rck .. ElComplies protective covering is installed to protect exposed exterior insulation �[]Does Not NXI and extends a minimum of 6 in. below 1[:]Not Observable; tlNot Applicable Snow-and Ice-melting system controls 1,E]Complies tlNot Applicable AdditioneUCommmments/Ammummptionm: � OF-NEF DATE 3/6/17 PFS CORPORATION LU Bloomsburg, PA (P 0961 6/2017 1 High Impact(Tier 1) 2�,,,[Medlum Impact(Tier 2) ` , Project Title: 2UID3l 'Tsoumpariotis (NY) - Report date: 03/02/17 Data filename: \\MODULAR-SERVER\Users\Modu|ar\Enginemhng\Dnaxvingrequesto\2Ul6\3Ul63l ' Page 4oflD 402.1.1, :Door U-factor. U- U_ !E]Complies See the Envelope Assemblies 402.3.4 -]Does Not I table for values. tlNot Observable �,DNot Applicable 402.1.1, !Glazing U-factor(area-weighted U- U_ ElComplies See the Envelope Assemblies 402.3.1, !average). table for values. !E]Does Not 402.3.6, []Not-Observable :E]Not Applicable 402.5 L M4 303.1.3 U-factors of fenestration products -N'.- �N, 0 C o m p 11 e s [FR411 :are determined in accordance E Does Not ;with the NFRC test procedure or ;taken from the default table. El -402-.4-.1:-.1- i-Air barrier and thermal-barrier E]Cbmplies [FR23]1 !Installed per manufacturer's 1__1LJUt25 Not Observable 402.4.3 Fenestration that is not site built [FR20]1 :is listed and labeled as meeting []Does Not — g, Observable ,or has infiltration rates per NFRC F.1111-1,ka,11- 1400 that do not exceed code IC-rated recessed fighting fixtu res sealed at housing/interiorfinish fr and labeled to indicate LJNot Observable leaKage at 75 Pa. APPROWD _E]Not Applicable 403.2.1 lSupply and return ducts in attics plies 3/6/17 [FR12]1 :insulated >= R-8 where duct is []Does Not DATE 3 inches in diameter and >= "][:]Not Observable PFS CORPORATIO 4 R-6 where <3 inches.Supply and Blooinsb PA ;the building insulated > K-b Tor prtk 4013,3-.5,',Building cavities are not used as omplies ducts or plenums, E]Does Not -]Not Observable ,[:]Not Applicable HVAC piping conveyfng fluids f R- R- 'OCompfies 4 below 55 QF are insulated to�:R- ill\lot Observable :[]Not Applicable 403'4.1 Wrotection of insulation on HVAC A& OComplies '13Does Not EFR2411 :piping. ` "'[]Not Observable ble HUL ,44:,0 3;5. water pipes are insulated to R- R- DComplies i UDoes Not ;E]Not Observable :[]Not Applicable Automatic or gravity dampers are �,'Z.S`32Lf,,�'.�T les Installed on all outdoor air 096191 'Intakes and exhausts. ONot Observable E]Not Applicable 6/2017 1-1 [+figh-impact-(Tier 1) Medium mpact(Tier 2) L w- 0 lmpact-(Tier-3� Project Title: Z0l6]l 'Tsournporiods (NY) Report date: 03/02/17 Data filename: VMOOULAR'SERVER\Uaers\Mmdu|ar\En i h y} wingnaqueots\2OlG\2O163l ' Page SoflD Tsournpohoba (NY)\Cn|cu|otions\20lG3l 'Tsoumpadoda, REScheck.vck Additional Comments/Assumptions: i OF NS r PAUL S 0 APPROVED DATE 3/6/17 cu PFS CORPORATION 2� Bloomsburg, PA �O 0961 g� Q� v - pOPew P 6/2017 1 High Impact(Tier 1) ; Medium Impact(Tier 2) -21 Low Impact(Tier 3) Project Title: 201631 -Tsoumpariotis (NY) Report date: 03/02/17 Data filename: \\MODULAR-SERVER\Users\Modular\Engineering\Drawing requests\2016\201631 - Page 6 of 10 Tsoumpariotis (NY)\Calculations\201631 -Tsoumpariotis, REScheck.rck 24-�f up t -4, OComplies All installed insulation is labeled K" 13Does Not or the installed R-values provided. []Not Observable ONot Applicable 402.1.1, !Floor insulation R-value. R- R- iFIComplies See the Envelope Assemblies 402.2.6table for values. E] Wood FJ Wood CIDoes Not [IN1]1i E]-Steel ;{]-Steel 1,[3Not-Observable ;E3Not Applicable 303.2, 1 Floor insulation installed per OComplies Z ' 402.2.7 !manufacturer's instructions and MDoes Not [IN2]1 !in substantial contact with the 5� W- k-i� rg V -9E]Not Observable :underside of the subf loor, or floor ONot Applicable i "framing cavity insulation is in v2ls contact with the top side of U t ,sheathing, or continuous Hnsulation Is installed on the 4�41 i Q underside of floor framing and g -,MKINEV Q-"i V extends from the bottom to the A, :top of all perimeter floor framing E -- z members. Vlll-"';i: . .rNK 402.1.1 iWall insulation R-value. If this is a R- R- ';Elcomplies ;See the Envelope Assemblies 402.2.5: i mass wall with at least Y2 of the I E] Wood M Wood UlDoes Not I table for values. 402.2,6 wall insulation on the wall I E] mass ❑ mass tNot Observable ;exterior,exterior,the exterior insulation ;requirement applies (FIR10). E] Steel EJ Steel Applicable 303.2 Mall insulation is installed per [IN4 [Dooes Not ElComplies manufacturer's instructions. E]Not Observable ONot Applicable Additional Comments/Assumptions: PAU� ,sy0 APPROVED DATE 3/6/17 PFS CORPORATION Bloomsburg,-PAS0.961 - ;�OrEsNP /2017 111High Impact(Tier l) T-Medium Impact(Tier 2) 1-3:1 Low Impact(Tier 3) , Project Title: 201631 -Tsournparicitis (NY) Report date: 03/02/17 Data filename:\\MODULAR-SERVER\Users\Modular\EngineeringNDrawing requests\2016N201631 - Page 7 of10 Tsournpariotis (NY)\Calculations\20,1631 -Tsoumpariotis, REScheck.rck l vemil echanical ventilation system M, 0Does Not �''-�%Ifans not part of tested and listed HVAC equipment meet efficacy E]Not observable 'and air flow limits. ONot Applicable _40 Hot water boilers supplying hea []Complies E]Does Not '�-Ithrough one-or two-pipe heating have outdoor setback control to lower boiler water temperature based on outdoor PNot Applicable temper ture. Heated water circulation systems have a circulation pump.The Does Not 3system return pipe is a dedicated E]Not Observable return pipe or a cold water supply Gravity and thermos- V�"' syphon circulation systems are _,_61nut:present. Controls for circulating hot water system ps start the pump with signa for hot water demand within the occupancy, Controls automatically turn off the pump when water is in circulation loop -point temperature and is at set no demand for hot water exists. 40�,5ja.2X; Electric heat trace systems J2 fl, comply with IEEE 515.1 or UL -L-1Does_Not_ 1515.Controls automatically r1A energy ` []Not Applicable -`,heat tracing to maintain the Mdesired water temperature in the piping. Water distribution systems tha OComplies recirculation pumps that Doe Not water from a heated water -1 supply pipe back to the heated []Not Observable E]Not Applicable water source through a cold Q!�M water supply pipe have a demand recirculation water ,,,system. Pumps have controls manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. APPR Drain water heat recovery units 'tested in accordance with CSA 3/6/1 DATE B55.1. Potable water-side pressure loss of drain water heat recovery units<3 psi for I�Atp," �.UI\Iot Applicable Bloomsburg, PA individual units connected to one --A or two showers. Potable water- Vi '.'side pressure loss of drain water heat recovery units <2 psi for OF NE individual units connected to three or more showers. ` 404 1 :75%of lamps In permanentOComplies ki CF1611 !fixtures or 75%of permanent A- fixtures have high efficacy lamps. -]Not Obsery ',Does not apply to low-voltage able 4.04.11 Fuel gas lighting systems have 09 'tf1231 I no continuous pilot light. E]Does Not 0: 619 612C 17 -J ONot Applicable I I[High impact-(Tjeri)- _F-iF�Medlum Impact-(Tier2)- ::�Low-Jm pact-mer-5) Project Title: 201831 'Tsoumpariotis (NY) Report date: 03/02/17 Data filename: \\MQDULAR'6ERVER\Useo\Modu|ar\En g i e h ng\Drawingroquwsts\2Ol6\2Ol63l ' Page BoflO ' 0 plies Compliance certificate posted. []Does Not ONot Observable PT PNot Applicable Manufacturer manuals for omplies mechanical and water heatin Does Not t ms have been provided []Not Applicable Additional ` APPRO CO DATE, 3/6/17 F M LU PFS CORPORATION Bloomsburg, PA 0,96 ` ` ' / ' - ` / 7 ' 1 High Impact(Tier 1) -Fr-T-Impact(Tier 2) ,,T,,TLow Impact(Tier 3) Project Title: 2OlG3l -Taoumpariotis (NY) Report date: 03/02/17 Oatafi|enonne: \\MOOULAR'SERVER\Users\JMod |ar\E i M i roquests\20I8\201631 ' Page lUoflO Tsoumpariotis (NY)\Ca|cu|ations\2OI63l 'Tsoumpadods, RE5check.vck ' Aft . - - - IEG nergv .010 Efficiency Certificate . . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): diag D.. GQ Window 0.24 0.30 Door 0.26 0.21 Heating System: Cooling System: Water Heater: Name: Date: Comments 01 _NE APPR®!'�® �� q PAUL 19 0 xx G DATE 3/6/17 * a PFS CORIPORATI®N w J Bloomsburg, PA Z 096191 v - - 6/2017 Project;20463-1 -Tsoumpariotis JNY-) ,:r page �1��,Brian K.Willis,P.E. r Modular Steel Systems,Inc. V1,126 11 Edwards Driveo Bloomsburg,PA 17815 StruCalc Version 9.0.2.6 3/2/2017 2:35 17 PM Location:BM-01,2nd Story Ceiling at Mateline-PER MODULE Location:BM-07,1st Story Ceiling Mateline-Worst Span-PER MODULE Multi-Loaded Multi-Span Beam 3 Multi-Loaded Multi-Span Beam 10 [2015 International Building Code(2015 NDS)] 12015 International Building Code(2015 NDS)} (77)1-51N_x_9:2b1N xT6TFT 131N x3:51N x-T.6TFT #2-Spruce-Pine-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use Section Adequate By:64.2% Section Adequate By,24.9% Controlling Factor:Moment Controlling Factor:Moment Location:BM-02,2nd Story Roof above Kit-DR Location:BM-08, 1 st Story Floor Beam Worst 3 Span at Mateline-PER M Multi-Loaded Multi-Span Beam 4 Multi-Loaded Multi-Span Beam 11 [2015 International Building Code(2015 NDS)] [2015 International Building Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 15.5 FT (3)1.5 IN x 9.25 IN x 25.42 FT(7.7+ 10.1+7.7) 2.19 Rigidlam LVL-Roseburg Forest Products #2 Spruce-Pine-Fir-Dry Use Section Adequate By:55.9% Section Adequate By:10 0% Controlling Factor:Deflection Controlling Factor:Shear Location:BM-03,2nd Story Floor Beam at Mateline-PER MODULE Location:BM-09,1st Story Floor Beam 2nd Worst 3 Span at Mateline-PE Multi-Loaded Multi-Span Beam Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] 5 [2015 International Building Code(2015 NDS)] 12 (2)1.5 IN x 9.25 IN x 7.67 FT (2)1.5 INx9.25INx20.17FT(8.5+5.8+5.9) #2-Spruce-Pine-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use Section-Adequate-By.-67.70/6 SectimAdequate-By.44;1-0/0 Controlling Factor:Moment Controlling Factor:Moment Location:BM-04,2nd Story Floor at Kit-DR Location:BM-10, 1 st Story Floor at Kit-DR Multi-Loaded Multi-Span Beam 6 Multi-Loaded Multi-Span Beam 13 [2015 International Building Code(2015 NDS)] [2015 International Building Code(2015 NDS)] (1)0.5 IN Steel Flitch Plate(s)x(2)1 5 IN x 9.25 IN x 15.5 FT (4)1.5 IN x 9 25 IN x 15.75 FT(7.8+8) 2.0 Rigidlam LVL-Roseburg Forest Products #2-Spruce-Pine-Fir-Dry Use Section Adequate By.22.0% Section Adequate By:45.8% ControlBngfactor:Moment Controlflng-Factor.Moment Location,BM-05,LVL Dining Room Ceiling Beam Location:BM-11, 1st Story Floor at Kit-Pantry 14 Multi-Loaded Multi-Span Beam 7 Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] 12015 International Building Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 13.75 FT (4)15 IN x 9.26 IN x 9.7 FT(4.8+4.8) 2.0 Rigidlam LVL-Roseburg Forest Products #2-Spruce-Pine-Fir-Dry Use Section Adequate By 48.1% Section Adequate By.88 4% Controlling Factor:Deflection Controlling Factor Shear Location:BM-06a,LVL Kitchen-Dining Room Ceiling Beam Location BM-12,2nd Story Floor over Clubroom Sidewall Multi-Loaded Multi-Span Beam 8 Multi-Loaded Multi-Span Beam 15 [2015 International Building Code(2015 NDS)] [2015 International Building Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 15.5 FT (2)1.5 IN x 9.25 IN x 11.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By:60.3% Section Adequate By:9.8% Controlling Factor:Deflection Controlling Factor:Deflection Location:BM-06b,Kitchen-Dining Room Ceiling Beam Location:BM-13,1 at Story Ceiling at Clubroom Sidewall Multi-Loaded Multi-Span Beam 9 Multi-Loaded Multi-Span Beam 16 12015 International Building Code(2015 NDS)] 12015 International Building Code(2015 NDS)] (2)1.5 IN x 9.25 IN x 15.5 FT (2)1.5 IN x 5.5 IN x 11.0 FT #2-Spruce-Pine-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use OF NEIN Section Adequate By:39.3% ® Section Adequate By:107 4% pAU Y� Controlling Factor Moment J�+w i ppROVE® Controlling Factor:Moment � ,� j`l S,yG.p� DATE 3/6/17 IPW" * PFS CORPORATION � Bloomsburg, PA0.0 2N F Z 677 v ESsl NA 6/2017 Project,201-631-Tsoumpanofts N`ly page „Brian K.Willis,P E. 2 Modular Steel Systems,Inc. 6 ;., 11 Edwards Drive of 6;t !Bloomsburg,PA 17815 StruCalc Version 9.0.2.6 3/2/2017 2:35:17 PM Location:COL-01,Kneewall Worst Case Location:RFT-02,Main Roof Rafters 24 Column 17 Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] [2015 International'Building Code(2015 NDS)] 1:51N x 3:b1N x 4:67T 131N z 5:51N-x-9-.2TFTT.B-+13)(Actual T07TT) #2-Spruce-Pine-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use Section Adequate By:68.6% Section Adequate By:87.0% Controlling Factor:Moment Location:COL-02,Roof Header Columns BR#4 Sidewall Location:RFT-03,Dining Room Rafters 25 Column Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] 18 [2015 International Building Code(2015 NDS)] (2)1.5 IN x 5.5 IN x 8.5 FT 1.51Nx5.5INx8.17FT(6.8+1.4)(Actual 9.6FT) #2-Spruce-Pine-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use Section Adequate By-89.4% Section Adequate By:92 3% Controlling Factor:Moment Location:COL-03,1 st Story Columns at Kit Sidewall Location:Wall Stud w/Worst Porch Roof Load 26 Column 19 Column [2015 International Building Code(2015 NDS)] [2015 International Building Code(2015 NDS)] (2)1.5 IN x 5.5 IN x 9.0 FT 1.5 INx55INx10.0FT@16OC. #2-Spruce-Pure-Fir-Dry Use #2-Spruce-Pine-Fir-Dry Use Sectlon Adequate-By:45.7% -Section-A-dequate-By:82.2% Location:COL-04,Column at Pantry-DR Column 20 12015 International Building Code(2015 NDS)] (2)1.5 IN x 3.5 IN x 9.0 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By:46.8% Location:CPJ-01,Cape Joist at Main Roof Multi-Loaded Multi-Span Beam 21 [2015 International Building Code(2015 NDS)] 1.5 IN x 9.25 IN x 13.5 FT #2-Spruce-Pine-Fir-Dry Use Section Adequate By:0.6% Controlling Factor:Moment Location:CPJ-02,Cape Joist at Dining Room ff- Multi-Loaded Multi-Span Beam 22 70 , APPROVED [2015 International Building Code(2015 NDS)] 3/�/�7 1.5 IN x 9.25 IN x 12.42 FT DATE #2-Spruce-Pine-Fir-Dry Use PFS CORPORATION Section Adequate By:11.8% Bloomsburg, PA Controlling Factor:Moment g. Location:RFT-01,Flips at Ridge Roof Rafter 23 of NE[ti 12015 International Building Code(2015 NDS)] PAU 1.5 IN x 3.5 IN x 4.33 FT @ 16 O.C. �'�P pC�� t #2-Spruce-Pine-Fir-Dry Use Section Adequate By:308.8% �} Controlling Factor:Moment m z N�4A 09619'r v ��F�SSI NP 6/2017 Project:20M1 -Tsoumpanotts NY) page u, Brian K.Willis,P.E. 3 Location:BM-01,2nd Story Ceiling at Mateline-PER MODULE `°4 >°x'Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam T ,, 11 Edwards Drive 26 (2015 International Building Code(2015 NDS)] At,to"Y Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 7.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:18 PM Section Adequate By:64 2% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cente LOADING DIAGRAM Live Load 0.07 IN U1404 Dead Load 0.03 in Total Load 0.09 IN U1002 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 895 Ib 895 Ib Dead_1 nad_ _359_.It_ -359- Ib- Total Load 1254 Ib 1254 Ib Bearing Length 0.98 in 0.98 in 13EAM DATA Center Span Length 7.67 ft Unbraced Length-Top 0 ft 7•67 f< — Unbraced Length-Bottom 7.67 ft Live Load Duration Factor 1.15 Notch Depth 000 UNIFORM LOADS Center -MATERL PROPERTIES- -Uniform Live Load 233 pif' #2-Spruce-Pine-Fir Uniform Dead Load 89 plf Base Values Adiusted Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 1107 psi Total Uniform Load 327 plf Cd=1 15 CF=1.10 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp. I to Grain: Fc-1-= 425 psi Fc--L'= 425 psi Controlling Moment: 2403 ft-Ib 3.84 Ft from left support of span 2(Center Span) Created by,combining all dead loads and live loads on span(s)2 Controlling Shear: -1003 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections:- Rea'd Provided Section Modulus: 26.05 in3 42.78 in3 Area-(Sheary 9.69 1n2 27.75 in2- Moment of Inertia(deflection): 35.54 in4 197.86 in4 Moment: 2403 ft-Ib 3946 ft-Ib Shear: -1003 Ib 2872 lb NOTES Eliminates Roof Load from 2nd Story Floor Spans OF NEI�]r Y APPROVE®F! �,z0 tiG DATE 3/6/17 PFS CORPORATION 2 � Bloomsburg, PA9C? C86191 - v �F -SS1 NP 6/2017 Project-.201631-Tsoumparlotts(i�tl�) s � page f. Brian K.Willis,P.E. 4 Location:BM-02,2nd StoryRoof above Kit-DR -,Modular Steel Systems,Inc. �-;f Y Multi-Loaded Multi-Span Beam 11 Edwards Drive of 26 �:....w,, t.> .,s [2015 International Building Code(2015 NDS)] � _ Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 15.6 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.6 3/2/2017 2:35:20 PM Section Adequate By:55 9% Controlling Factor:Deflection CAUTIONS •Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.42 IN U445 Dead Load 0.24 in Total Load 0.66 IN U281 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:0180 REACTIONS /A B Live Load 988 Ib 988 Ib mead Load ._577-lb- -577 lb- Total Load 1565 Ib 1565 Ib Bearing Length 0.70 in 0.70 in 13EAM DATA Center Span Length 15.5 ft `• '�"� �� i Unbraced Length-Top 0 ft 168 ft B Unbraced Length-Bottom 156 It Live Load Duration Factor 1.15 Notch Depth 000 UNIFORM LOADS Center -MATERIAL PROPERTIES- -Uniform Live Load -128 plf- 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 68 pif Base Values Adiusted Beam Self Weight 7 plf Bending Stress: Fb= 2900 psi Fb'= 3445 psi Total Uniform Load 202 plf Cd=1.15 CF=I.03 Shear Stress: Fv= 285 psi Fv'= 328 psi Cd=1.15 Modulus of Elasticity. E= 2000 ksi E'= 2000 ksi Comp.I to Grain: Fc-I= 750 psi Fc--L= 750 psi Controlling Moment: 6064 ft-Ib 7.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1440 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 21.12 ln3 42.78 in3 Arew(Shear): -6.59 in2- 27.75 in2 Moment of Inertia(deflection): 126.88 m4 197.86 in4 Moment: 6064 ft-Ib 12283 ft-Ib Shear: 1440 Ib 6063 lb NOTES FPFSAPPROVED CO TE 3/6/17 CORPORATION z Bloomsburg, PA N �� SOA 096191 Qi - 6/2017 Project-201-631-Tsoumpanofts fitly _ t Le R s$Bnan K.Willis,P.E Location.BM-03,2nd Sto Floor Beam at Matehne-PER MODULEry Modular Steel Systems,Inc. Multi-Loaded MultiSpan Beam 11 Edwards Dnve .._ ....«o [2015 International Budding Code(2015 NDS)] _ , Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 7.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:22 PM Section Adequate By:67.7% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN U1588 Dead Load 0.03 in Total Load 0.09 IN U1023 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS @ B Live Load 791 Ib 791 Ib Dead 1 oad_. 436-1b- 43fi lb- Total Load 1227 Ib 1227 Ib Bearing Length 0.96 in 0.96 in BEAM DATA Center Span Length 767 ft ' Unbraced Length-Top 0 ft A 7.67 tt Unbraced Length-Bottom 0 ft \ Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center -MATEWAt PROPERTIES- -Uniform Live-Load 206 pif #2-Spruce-Pine-Fir Uniform Dead Load 109 plf Base Values sted Beam Self Weight 5 plf Bending Stress: Fb= .875 psi Fb'= 1107 psi Total Uniform Load 320 plf Cd=1.15 CF=1.10 Shear Stress: Fv= 135 psi FV= 155 psi Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc- = 425 psi Fc-1'= 425 psi Controlling Moment: 2354 ft-Ib 3 84 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 982 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 25 52 ln3 42.78 in3 Area-(Shear): 9.49 in2 27-76 in2 Moment of Inertia(deflection): 46.41 in4 197.86 in4 Moment: 2354 ft-Ib 3946 ft-Ib Shear: 982 lb 2872 Ib NOTES �ti0F-NC- P)kut 0 a APPR12VED *CO�.�� ti1 DATE 3/6/17 PFS CORPORATION 2 Bloomsburg, PA -C? O 096191 9�FES S► tJP 612017 Project:201634-Tsoumpariotis(NY) Page W__1 - rian K.Willis,P.E. 6Location:BM-04,2nd Story Floor at{Cit-DR -Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam . 11 Edwards Drive of 26 (2015 International Building Code(2015 NDS)) Bloomsburg,PA 17815 (1)0.5 IN Steel Flitch Plate(s)x(2)1.5 IN x 9.25 IN x 15.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.6 3/2/2017 2:35:23 PM Section Adequate By:22.0% Controlling Factor:Moment DEFLECTIONS Center LOADING'DIAGRAM- Live Load 0.30 IN U626 Dead Load 0.18 in Total Load 0.48 IN U391 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 3386 Ib 3386 Ib 1 z Dead Load 2043 Ib 2043 Ib Total Load 5429 Ib 5429 Ib Bearing Length 2.41 in 2.41 in BEAM DATA Center Span Length 15.5 ft Unbraced Length-Top 0 ft -15.5 it Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.15 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 309 plf Base Values Adiusted Uniform Dead Load 163 plf Bending.Stress Fb= 2900 psi Fb'_ .3335 psi Beam Self Weight 23 -pif Cd=1.15 CF=1.00 Total Uniform Load 495 pif Shear Stress: Fv= 285 psi Fv'= 328 psi POINT LOADS-CENTER SPAN Cd=1.15 Load Number One Two Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 988 Ib 988 Ib Comp.-L to Grain: Fc-1 = 750 psi Fc--L'= 750 psi Dead Load 603 Ib 603 Ib Controlling Moment: 14871 ft-Ib Location 0 ft 15.5 ft 7.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 --C-ont?blting-Shear: , =38381b 16.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Regd_ Provided Section Modulus: 119.79 in3 146.17 in3 Area(Shear). 17.56 in2 94.81 in2 Moment of Inertia(deflection): 414.83 in4 676.03 in4 Moment: 14871 ft-ib 40623 ft-Ib Shear: -3838 Ib 20717 Ib Flitch Design Requirements QF NElti Y Modular Ratio(E-stwood) n= 14.5 �`f PAUk Transformed Sectionn Width w-trans= 10.25 in � Allowable Steel Bending Stress Fb-stl= 21600 PSI Lmtd Bending Stress for Transformed Section Fb-stl-lim= 1490 PSI p Ctrl.Bending Stress for Wood Transform Fb-cont= 1490 PSI Plate Width to Thickness Ratio (d/w-plate)= 18.5 Lmtd.Width to Thickness Ratio for Fv=0.4*Fy AWSL= 63.33 my _ Allowable Steel Shear Stress Fv-stl 14400 PSI Lmtd.Shear Stress for Wood Transform Fv-stl-lim= 993 PSI �0109 098191 Ctrl.Allowable Shear Stress for Wood Transform Fv-cont= 328 PSI Qpe SI N Percentage of Load Carried by Steel Plate Steel%= 70.73 % 6/2017 NOTES ULL=Roof+Floor LL Q��. APPROVED UDL=Roof+Wall+Floor DL DATE 3/6/17 -WS-CORPORATIOX - Bloomsburg, PA Project:-2016-31 -Tsoumpark tls{Pt`ry Lpage. Brian K.Willis,P.E.Location:BM-05,LVL Dining Room Ceiling Beam g" -Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam 11 Edwards Drive [2015 International Building Code(2015 NDS)] �.,,.+' ;>•Bloomsbur ,PA 17815 (2)1.5 IN x 9.25 IN x 13.75 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.6 3/2/2017 2:35:25 PM Section Adequate By 48 1% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.44 IN U376 Dead Load 0.18 in Total Load 0.62 IN U267 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS 6 B Live Load 1485 Ib 1485 Ib Dead 1 oarl R1n lb- AID-.Ib- --- Total Load 2095 Ib 2095 Ib Bearing Length 0.93 in 0.93 in BEAM DATA Center Span Length 13.75 ft '' Unbraced Length-Top 0 ft 13.76 ft Unbraced Length-Bottom 13.75 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center -MATERrA—PROPERTIES- -Uniform Live Load 218 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 82 plf Base Values Adiusted Beam Self Weight 7 plf Bending Stress: Fb= 2900 psi Fb'= 3445 psi Total Uniform Load 305 plf Cd=1.15 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 328 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain. Fc-1= 750 psi Fc--I-'= 750 psi Controlling Moment: 7201 ft-Ib 6.88 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1885 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 25.08 in3 42 78 in3 Area-(Shear). 8.63 int -27.75 in2 Moment of Inertia(deflection): 133.64 in4 197.86 in4 Moment: 7201 ft-Ib 12283 ft-Ib Shear: 1885 lb 6063 lb NOTES OF NS PAU4 sy - APPROVED CO DATE 3/6/17 PFS CORPORATION] m z Bloomsburg, PA 2(fN C?' F� 096191 V� - A9�F6�S1 NP 12017- , Project-201631 -Tsoumpariotis WY) n _ Page to . Brian K.Willis,P.E. Location:BM-06a,LVL Kitchen-Dining Room Ceiling Beam ,<= `' Modular Steel Systems,Inc Multi-Loaded Multi-Span Beam °. 11 Edwards Drive , 26 . �... : [2015 international Building Code(2015 NDS)] ,A »�; Bioomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 15.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9.0.2.6 3/2/2017 2:35.27 PM Section Adequate By:60.3% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN U657 Dead Load 0.36 in Total Load 0.64 IN U289 Live Load Deflection Criteria:U240 Total Load Deflection Criteria-U180 REACTIONS A P Live Load 1198 Ib 287 Ib Dead I and IW-9-_Ib- 7D5-lb- 1 Total Load 2277 Ib 992 lb Bearing Length 1.01 in 0.44 in BEAM DATA Cen tp r Span Length 15.5 ft Unbraced Length-Top 0 ft 16.6 ft Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.15 Notch Depth 000 UNIFORM LOADS Center -MATERIAL PROPERTIES Uniform Live Load 0 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 69 pif Base Values Adiusted Beam Self Weight 7 pif Bending Stress: Fb= 2900 psi Fb'= 3445 psi Total Uniform Load 76 pif Cd=1.15 CF=1.03 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 328 psi Load Number One Cd=1.15 Live Load 1485 ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. i to Grain: Fc-1 = 750 psi Fc-1'= 750 psi Dead Load 610 Ib Location 3 ft Controlling Moment: 6483 ft-Ib 3.1 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2229 ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 22.58 in3 42.78 in3 Area-(Shear): -1U.2'In2 27-75 int Moment of Inertia(deflection). 123.41 in4 197.86 in4 Moment: 6483 ft-Ib 12283 ft-Ib Shear: 2229 lb 6063 lb NOTES UDL=DR Ceiling DL of- -NE PAULAPPROVED DATE 3/6/17 ° PFS CORPORATION � z Bloomsburg, PA C?� F� X96197 v /2017 LpageProject-201631 -TsoumpariotisfNY) ��,, Brian K.Willis,P.E. �Location:BM-06b,Kitchen-Dining Room Ceding Beam �:'° f�Aodular Steel Systems,Inc. Multi-Loaded Multi-Span Beam - 11 Edwards Drive ,. (2015 International Building Code(2015 NDS)] _ Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 15.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:28 PM Section Adequate By:39.3% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cente LOADING DIAGRAM Live Load 0.00 IN L/Infinity Dead Load 0.35 in Total Load 0.35 IN 0538 Live Load Deflection Criteria:0240 Total Load Deflection Criteria:0180 REACTIONS A B Live Load 0 Ib 0 Ib mead Load. 579 lb- -572-lb- _ Total Load 572 Ib 572 Ib Bearing Length 0.45 in 0.45 in 13EAM DATA Center Span Length 15.5 ft Unbraced Length-Top 0 ft 16.5 tt Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.15 Notch Depth 000 UNIFORM LOADS Center -MATERrAi PROPERTIES- Umform-Live Load -0 plf #2-Spruce-Pine-Fir Uniform Dead Load 69 plf Base Values Adiusted Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 866 psi Total Uniform Load 74 plf Cd=0.90 CF=1.10 Shear Stress: Fv= 135 psi Fv'= 122 psi Cd=0.90 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc- i = 425 psi Fc-1'= 425 psi Controlling Moment: 2216 ft-Ib 7.75 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: 526 Ib At a distance d from left support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Read Provided Section Modulus: 30.7 in3 42.78 in3 Area-(Shearr 6.5 in2 27.75 in2- Moment of Inertia(deflection). 66.24 in4 197.86 in4 Moment: 2216 ft-Ib 3088 ft-Ib Shear- 526 Ib 2248 Ib NOTES UDL=KIT Ceiling DL C)F NEW y P �( PAU( Q COAPPROVED FMCORPORATION 3/6/17 Lu I men Bloomsburg, PA SOA 09619 Q� v 9�FESS1 �P 6/2017 e Project-201631-Tsoumpariotis(NY-) �'x�Brian K.Willis,P.E. ' Lpage lim, °Location:BM-O7, 1st Story Ceiling Matelme-Worst Span-PER MODULE E Modular Steel Systems,Inc.Multi-Loaded Multi-Span Beam ,.. 11 Edwards Drive [2015 International Building Code(2015 NDS)] ='Bloomsburg,PA 17815 1.5 IN x 5 5 IN x 7.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:30 PM Section Adequate By:24 9% Controlling Factor:Moment PEFLECT[ONS Cente LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.19 in Total Load 0.19 IN U490 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A ¢ Live Load 0 ib 0 Ib Dead Load 269 Ib 269 Ib Total Load 269 Ib 269 Ib Bearing Length 0.42 in 0.42 in F3EAM DATA Center Span Length 7.67 ft Unbraced Length-Top 0 ft 7.67 ft Unbraced Length-Bottom 7.67 ft A nB Live Load Duration Factor 1.00 Notch Depth 0.00UNIFQRM OS Center MATERIAL PRQPERTIES Uniform Live Load 0 pif #2-Spruce-Pine-Fir Uniform Dead Load 69 pif Base Values Adjusted Beam Self Weight 2 pif Bending Stress: Fb= 875 psi Fb'= 1024 psi Total Uniform Load 70 pif Cd=0.90 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 122 psi Cd=0.90 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc-1= 425 psi Fc-J--= 425 psi Controlling Moment: 517 ft-Ib 3.84 Ft from-left support of span 2(Center Span) "Createdby dead-loads only on all span(s). Controlling Shear: -242 Ib At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Read Provided Section Modulus: 6.06 in3 7.56 in3 Area(Shear): 2.99 int 8.25 in2 Moment of Inertia(deflection), 7.64 in4 20.8 in4 Moment 517 ft-Ib 645 ft-Ib Shear. -242 lb 668 lb NOTES pF NES � o.I PAUL s�0�� 'k APPROVE 0 DATE 3/6/17 PFS CORP® TIO 2 z Bloomsburg, PA 09619 AR�SS► 6/2017 Project-.201631 -Tsoumpanotis 14 pays 1 i ` '_ Brian K.Willis,P.E. :-; r. Location:BM-08,1st Story Floor Beam Worst 3 Span at Mateline-PER MO ,F' °J Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam ;"`.K, 11 Edwards Drive o} 26 2015 International Building Code 2015 NDS "-w '� [ g ( )] �� Bloomsburg,PA 17815 (3)1.5 IN x 9.25 IN x 25.42 FT(7.7+10.1 +7.7) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:32 PM Section Adequate By:10.0% Controlling Factor-Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS - Left Cente Bigl LOADING DIAGRAM Live Load 0.04 IN U2236 0.12 IN U1010 -0.05 IN U2021 Dead Load 0.00 in 0.05 in -0.01 in Total Load 0.04 IN U2203 0.17 IN 0731 -005 IN U1739 Live Load Deflection Criteria:U360 Total Load Deflection Criteria U240 REACTIONS 6 D C D Live Load 966 Ib 3344 Ib 4349 Ib 966 Ib Dead Load- 262 Ib_ 1446-.Ib- 2083-lb- 211 1b- Total Load 1228 Ib 4790 Ib 6432 Ib 1177 Ib Uplift(1.0 F.S) -36 Ib 0 Ib 0 Ib -167 Ib Bearing Length 0.64 in 2.51 in 3.36 in 0.62 in BEAM DATA Le Center Riaht Span Length 7.67 ft 10.08 ft 7.67 ft 7.67 ft B 16.08 ft - 7.67 tt Unbraced Length-Top O ft O ft O ft Unbraced Length-Bottom 767 ft 10 08 ft 7.67 ft Live Load Duration Factor 1 15 UNIFORM LOADS Left Center Bi= Notch Depth 0.00 - Uniform-Live-Load 275 plf -275 pif 275 plf- MATERIAL PROPERTIES Uniform Dead Load 109 plf 109 plf 109 pif #2-Spruce-Pine-Fir Beam Self Weight 8 plf 8 plf 8 pif Base Values Adiusted Total Uniform Load 391 pif 392 pif 391 pif Bending Stress: Fb= 875 psi FlY= 1256 psi POINT LOADS-CENTER SPAN Cd=1.95 CI=0.99 CF=I.10 Cr-4.15 Load Number One Shear Stress: Fv= 135 psi Fv'= 155 psi Live Load 1646 Ib Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi ad 1043 Ib Dead Dead Load 7.5 ft Comp.-L to Grain: Fc--L= 425 psi Fc--L'= 425.psi Controlling Moment: -5650 ft-Ib Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: -3918 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided -SectlorrModulus: 53.97 in3 -64:17 in3 Area(Shear): 37.86 int 41,63 M2 Moment of Inertia(deflection): 105.8 in4 296.79 m4 Moment: -5650 ft-Ib 6718 ft-Ib Shear: -3918 lb 4308 lb NOTES 40 PSF LL x 13.75/2 10 PSFDLx1375/2 40 PLF Wall DL -Worst rase Poi _ of NES PA U( SyO,Q F.S► APPROVE® DATE 3/6/17 W, PFS CORPORATION Bloomsburg, PA OA 09619 R�FSSst NP 6/2017 Project,20'-631--Tsoumpariotis{NY)- � 192 Brian K.Willis,P.E. Location:BM-09,1 st Story Floor Beam 2nd Worst 3 Span at Mateline-PER n Modu{ar Steel Systems,Inc. Multi-Loaded Multi-Span Beam "s- 11 Edwards Drive of 26 12015 International Building Code(2015 NDS)] = Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 20.17 FT(8.5+5.8+5.9) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:33 PM Section Adequate By:44.1% Controlling Factor:Moment CAUTIQNS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Lief Center Bigbi LOADING DIAGRAM Live Load 0.08 IN U1329 -0.02 IN U3128 0.02 IN U2973 Dead Load 0.03 in 0.00 in 0.01 in Total Load 0.10 IN U976 -0.03 IN U2690 0.03 IN U2280 Live Load Deflection Criteria.U360 Total Load Deflection Criteria:U240 REACTIONS A B C D Live Load 1001 Ib 2505 Ib 1946 Ib 770 Ib naad I oad _397--Ib_ -977 lb_ --&40_Jb_ -286_-A- Total Load 1398 Ib 3482 Ib 2586 Ib 1056 Ib Bearing Length 1.10 in 2.73 in 2.03 in 0,83 in BEAM DATA Left Center Bj bi Span Length 8.5 ft 5.75 ft 5.92 ft Unbraced Length-Top O ft O ft O ft 5.5 ft B 5.75 ft 5.92 ft Unbraced Length-Bottom 8.5 ft 5.75 ft 5.92 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Left Cente j3J= -MATERtAfiPROPERTIES- Uniform Llve-Load275 pif- -275 pif 275 pif #2-Spruce-Pine-Fir Uniform Dead Load 109 pif 109 pif 109 pif Base Values Ad4usted Beam Self Weight 5 plf 5 pif 5 pif Bending Stress: Fb= 875 psi Fb'= 1078 psi Total Uniform Load 389 plf 389 pif 389 plf Cd=1.15 C/=0.97 CF=I.10 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-1-to Grain: Fc-1= 425 psi Fc--I-'= 425 psi Controlling Moment: -2666 ft-Ib Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: -1670 Ib At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 29.68 in3 42.78 1n3 Area(Shears -18:13 M2 27.75 in2 Moment of Inertia(deflection): 53.6 M4 197.86 in4 Moment: -2666 ft-Ib 3842 ft-Ib Shear: -1670 lb 2872 lb NOTES 40 PSF LL x 13.75/2 10 PSF DL x 13.75/2 40 PLF Wall DL Worst Case Point Load fron 2nd Story 01F-NE o PAUL APPROVED DATE 3/6/17 PFS C®ItP®STI®t1s Or Bloomsburg, PA �O 096191 -�PE8S1 6/2017 8 0 Project 201631-TsoumpariotisMY) w"qgrian K.Willis,P.E. 3 Location.BM-10,1st Story Floor at Kit-DR .'.x' 'y Modular Steel Systems,Inc. 26 Multi-Loaded Multi-Span Beam ` 11 Edwards Drive of [2015 International Building Code(2015 NDS)] 'rv'' Bloomsburg,PA 17815 (4)1 51Nx9.26INx1575FT(7.8+8) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:35 PM Section Adequate By:45.8% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cente Ei& LOADING DIAGRAM Live Load 006 IN U1632 0.06 IN 01504 Dead Load 0.01 in 0.01 in Total Load 0.07 IN U1421 0.07 IN U1291 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B C Live Load 1869 Ib 5415 Ib 1921 Ib r)Pad I pari 424.1b_ 145$-ib- 447.1b- Total Load 2293 Ib 6868 Ib 2368 Ib Bearing Length 0.90 in 2.69 in 0.93 in 13EAM DATA Center R_bj Span Length 7.75 ft 8 ft Unbraced Length-Top O ft O ft �--7.75A"- n — s fc Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center $ighi -MA-TERtAtPROPERTIES- -Uniform Live,Load 550 pif 550 pif #2-Spruce-Pine-Fir Uniform Dead Load 138 pif 138 pif Base Values Adiusted Beam Self Weight 10 pif 10 pif Bending Stress. Fb= 875 psi Fb'= 1107 psi Total Uniform Load 698 pif 698 plf Cd=1.00 CF=1.10 Cr=1.15 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc- L= 425 psi Fc-1'= 425 psi Controlling Moment: -5412 ft-Ib Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: 2965 Ib At a distance d from left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 58.67 in3 -85.56 in3 --Area-(Shearr 3224-in2 55.5 M2 Moment of Inertia(deflection). 94.75 in4 395.73 in4 Moment- -5412 ft-Ib 7892 ft-Ib Shear: 2965 lb 4995 lb OTE NE(�C Y FA(1t sy APPROVED * �� 0 DATE 3/6/17 PFS CORPORATION 2 z Bloomsburg, PA -�Op 09619 � _ v _ �P6/2017 page Project 201639 -Tsoumpariotis(I�`f) `" Brian K.Willis,P.E. 4 Location:BM-11, 1 st StoryFloor at ' Kit-Pantry E° Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam .11 Edwards Drive of 26 [2015 International Building Code(2015 NDS)] Bloomsburg,PA 17815 (4)1.51Nx9.251Nx9.7FT(4.8+4.8) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:37 PM Section Adequate By:88 4% Controlling Factor:Shear CAUTIONS •Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Riaht LOADING DIAGRAM Live Load 0.01 IN U5663 0.01 IN U5663 Dead Load 0.01 in 0.01 in Total Load 0.02 IN U3527 0.02 IN 03527 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS B C Live Load 1381 Ib 3947 Ib 1381 Ib Dead 1 nad 1223_-lb. 4078 b- 1993.1b- r Total Load 2604 Ib 8025 Ib 2604 Ib Bearing Length 1.02 in 3.15 in 1.02 in BEAM DATA Center J3 bi Span Length 4.85 ft 485 fts Unbraced Length-Top O ft O ft a.es tt B a.ss ft Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Lentel Right -MATERU 1t PROPERTIES- Uniform-LiveLoad 651- pif 651- pif #2-Spruce-Pine-Fir Uniform Dead Load 663 plf 663 pif Base Values Adousted Beam Self Weight 10 plf 10 plf Bending Stress: Fb= 875 psi Fb'= 1273 psi Total Uniform Load 1324 pif 1324 pif Cd=1.15 CF=1.10 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-I-to Grain: Fc-1= 425 psi Fc--L = 425 psi Controlling Moment: -3892 ft-Ib 4.85 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: 3049 Ib At a distance d from left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Raced Provided Section Modulus: 36.69 in3 65.56 in3 --Area-(Shear). 29A6 int -55.5 in2 Moment of Inertia(deflection): 26.93 in4 395.73 in4 Moment: -3892 ft-Ib 9076 ft-Ib Shear- 3049 Ib 5744 ib NOTES �C�OF NE. Gy�' PAU4 s 0,- APPROVED 0 DATE 3/6/17 PFS C®RP®RA TIOI 2 z Bloomsburg, PA 09619 v 9OpFs Si NP 6/2Q17- L Project 201fr3 l -Tsoumpariot�s{I�tYj V, - ?,-�;�Brian K.Willis,P.E. Location:BM-12,2nd Story Floor over Clubroom Sidewall "f Modular Steei Systems,Inc. Multi-Loaded Multi-Span Beam Ft 11 Edwards Drive [2015 International Building Code(2015 NDS)] Bloomsburg,PA 17815 (2)1.5 IN x 9.25 IN x 11.0 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 9 0.2.6 3/2/2017 2:35:38 PM Section Adequate By:9.8% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U422 Dead Load 0.19 in Total Load 0.50 IN U263 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2069 Ib 2069 Ib mead 1 nad -1241 -!b_ 1249 -lb- Total Load 3310 Ib 3310 Ib Bearing Length 1.47 in 1.47 in BEAM DATA Center Span Length 11 ft Unbraced Length-Top 0 ft lift Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS -Center -MATERtA-1 PROPERTIES- Uniform Liva Load- 376 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 219 pif Base Values Adjusted Beam Self Weight 7 pif Bending Stress: Fb= 2900 psi Fb'= 3445 psi Total Uniform Load 602 pif Cd=1.15 CF=9.03 Shear Stress: Fv= 285 psi Fv'= 328 psi Cd=1.95 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp -I-to Grain: Fc-L= 750 psi Fc-1'= 750 psi Controlling Moment: 9104 ft-Ib 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2847 Ib At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section-Modulus: 31.71 in3 42.78 in3 Arew(Shearr 13.03 M2 -27.75 in2 Moment of Inertia(deflection): 180.24 in4 197.86 in4 Moment. 9104 ft-Ib 12283 ft-Ib Shear: -2847 lb 6063 lb NOTES OF NS PAvZ s�opt - FS N APPR®�!E® o DATE 3/6/17 PFS CORPORATION 2 a Bloomsburg, PA ��p )6 91 ��FESNQ 672017 Project:20*31 --TSonmpariotis fRY) fir:-; 0 L ter z—gBdan K.Willis,P.E.'Location,BM-13, 1st Story Ceiling at Clubroom SidewallModular Steel Systems,Inc. Multi-Loaded Multi-Span Beam11 Edwards Drive (2015 International Building Code(2015 NDS)] Bloomsbur9,PA 17815 (2)1.6 IN x 6.5 IN x 11.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:40 PM Section Adequate By:107 4% Controlling Factor:Moment DEFLECTIONS Cente LOADING DIAGRAM- Live Load 0.00 IN Ulnfinity Dead Load 0.23 in Total Load 0.23 IN U567 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 6 B Live Load 0 Ib 0 Ib Dead Load 226 Ib 226 Ib Total Load 226 Ib 226 Ib Bearing Length 0.18 in 0.18 in BEAM DATA Cente Span Length 11 ft - Unbraced Length-Top 0 ft lift Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 38 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress: Fb= 875 psi Fb'= 1024 psi Total Uniform Load 41 pif Cd=0.90 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 122 psi Cd=0.90 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-L to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 622 ft-ib 5.5 Ft from left support of span 2(Center-Span) Created-by dead loads only on all span(s). Controlling Shear: 208 Ib At a distance d from left support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Reg'd Provided Section Modulus: 7.29 in3 15.13 in3 Area(Shear): 2.57 in2 16.5 in2 Moment of Inertia(deflection): 17.59 in4 41.59 in4 -Moment: 622 ft-Ib 1290 ft-Ib Shear 208 lb 1337 lb NOTES APPROVED 4,,`Q. � PAU( S,y DATE 3/6/17 PFS CORPORATION m w Bloomsburg, PA 2� �O 09619 - - --A,QoFESSI NPv 6/2017 _ LpageProject:201631 -Tsoumpanotis{*Y) F Brian K.Willis,P.E.Location:COL-01,Kneewall Worst Case _£ Modular Steel Systems,Inc.Column aA 'It' `�' 11 Edwards Drive [2015 International Building Code(2015 NDS)] �Bloomsburg,PA 17815 1.5 IN x 3.5 IN x 4.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:42 PM Section Adequate By:68.6% _-YERTICALREACTIONS 1 LOADING-DIAGRAM Live Load: Vert-LL-Rxn= 330 lb Dead Load: Vert-DL-Rxn= 178 Ib Total Load: Vert-TL-Rxn= 508 Ib COLUMN DATA B Total Column Length: 4.5 ft Unbraced Length(X-Axis)Lx: 45 ft Unbraced Length(Y-Axis)Ly: 4.5 ft i Column End Condtion-K(e): 1s Axial Load Duration Factor 1.15 i COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted ' Compressive Stress: Fc= 1150 psi Fc'= 308 psi Cd=1.15 CF-1.15 Cp=0.20 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi "W4 C&9.15 CF=9.50 4.5 n p Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1'.95 CF=1.50 -Modulus 6 Elasticity: F= 14Wksi F= 1400-ksi- t ; Column Section(X-X Axis): dx= 3.5 in Column Section(Y-Y Axis): dy= 1.5 in r�I Area: A= 5.25 in2 Section Modulus(X-X Axis): Sx= 3.06 in3 J <s Section Modulus(Y-Y Axis), Sy= 1 31 in3 Slenderness Ratio: Lex/dx= 15.43 Ley/dy= 36A- Column Calculations(Controlling Case Only): PIAL LOADING Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 97 psi Live Load: PL= 330 Ib Allowable Compressive Stress: Fc'= 308 psi Dead Load: PD= 174 Ib Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Column Self Weight: CSW= 4 Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Load: PT= 508 Ib Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable-Bending-Stress(X=X Anis): -Fbk'= ?509- psi Bending Stress Lateral Loads Only(Y-Y Axis). Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1509 psi Combined Stress Factor: CSF= 0.31 NOTES OF NIF APPR70V�EQ *ci) PAUL � O7V ,A DATE 3/6/17 PFS CORPORATION M = Bloomsburg, PA 2(P C? SOA 09819 �—F�SSI - 6/2017 Lpage .Proje&20'I I-Tsoumpariotis J*Y) �;��„,z . " Brian K.Wiliis,P.E.Location:COL-02,Roof Meader Columns BR#4 Sidewall tit =_ ' °Modular Steel Systems,Inc. Column xis,” 11 Edwards Drive ,:. •� (2015 International Building Code(2015 NDS)] «.,�•, " a a? Bloomsburg,PA 17815 (2)1.5INx5.51Nx8.5FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:43 PM Section Adequate By 89.4% CAUTIONS *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 988 Ib Dead Load: Vert-DL-Rxn= 603 Ib Total Load, Vert-TL-Rxn= 1591 Ib ) COLUMN DATA `B Total Column Length: 8.5 ft Unbraced Length(X-Axis)Lx: 8.5 ft J Inbraced Length{Y-Axis)_-y:- _-0_ ft- Column End Condtion-K(e): 1 ` Axial Load Duration Factor 1.15 ;e f COLUMN PROPERTIES #2-Spruce-Pine-Fir a'k Base Values Adiusted Compressive Stress: Fc= 1150 psi Fc'= 913 psi ; Cd=1.15 CF1.10 Cp=0.63 µY Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1308 psiR Cd=1.15 CF=1.30 _ 8.5 k Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1308 psi Cd=1.15 CF=1.30 rt.;r- Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Column Section(X-X Axis) dx= 5.5 in Column Section(Y-Y Axis): dy= 3 in t_fir Area: A= 16.5 in2 Section Modulus(X-X Axis). Sx= 15.13 in3 =` 31 Section Modulus(Y-Y Axis)• Sy= 4.13 -in3a -Slendemess Ratio: -Lex/dx= -18.5.5 Ley/dy= 0 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 96 psi Live Load: PL= 988 Ib Allowable Compressive Stress: Fc'= 913 psi Dead Load: PD= 577 lb Column Self Weight: CSW 26 Ib Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib = Total Load: PT 1591 Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib = Moment Due to Lateral Loads(X-X Axis). Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis)- MY= 0 ft-Ib Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1308 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1308 psi Combined Stress Factor: CSF= 0.11 NOTES OF NEt�� PAUL APPROVED * <a DATE 3/6/17 PFS CORPORATION 2� Bloomsburg, PA v AR�FESS1 NP6l2017 Project:201631-Tsou r. ;" _ Lpage . .VBrian K.Willis,P.E.Location:COL-03,1st Story Columns at Kit Sidewall s,. Modular SteelSystems,Inc.Column 11 Edwards Drive [2015 International Building Code(2015 NDS)] E " " Bloomsburg,PA 17815 .," (2)1.5 IN x 5.5 IN x 9.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:45 PM Section Adequate By:45.7% CAUTIONS *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 4374 Ib Dead Load: Vert-DL-Rxn= 3245 Ib Total Load: Vert-TL-Rxn= 7619 Ib COLUMN DATA B Total Column Length:f 9 ft Unbraced Length(X-Axis)Lx: 9 ft Unbranpd I ength.(Y-Axis)-Ly: -aft- k Column End Condtion-K(e). 1 Axial Load Duration Factor 1,15 COLUMN PROPERTIES 1ye�;.4 #2-Spruce-Pine-Fir Base Values Adiusted Compressive Stress: Fc= 1150 psi Fc'= 850 psi '»F Cd=1.15 CI=1,10 Cp=0.58 ` Bending Stress(X-X Axis)- Fbx= 875 psi Fbx'= 1308 psi y» sF,. Cd=1.15 CF=1.30 9 e s _ Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1308 psi Cd=1.15 CF=1.30 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi x Column Section(X-X Axis): dx= 55 in 4 Column Section(Y-Y Axis): dy= 3 inr`; 6ts Area: A= 16.5 int y3f�rf Section Modulus(X-X Axis). Sx= 15.13 in3 9.fiY Section,Modufus(Y-Y Axis): Sy= 4.13• 1n3 ��,, "Slenderness Ratio: Lex/dx= -13.-64- Ley/dy= 0 X Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 462 psi Live Load: PL= 4374 Ib Dead Load: PD= 3218 Ib Allowable Compressive Stress: Fc'= 850 psi Eccentricity Moment(X-X Axis), Mx-ex= 0 ft-Ib Column Self Weight CSW= 27 Ib Total Load PT 7619 Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib = Moment Due to Lateral Loads-(X-X Axis), Mx= 0 ft-lb Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-Ib Bending Stress Lateral Loads Only(X-X A)as)- Fbx= 0 psi Allowable Bending Stress(X-X Axis). Fbx'= 1308 psi Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1308 psi Combined Stress Factor: CSF= 0.54 NOTES LL=COL-02+BM-04 LL DL=COL-02+BM-04+BM-06b DL - - of ►�v-y. - - �� PAUt S Ory NOTE: Cry O y f Add 3rd 2x member to distribute the load on the bottom plate. APPROVED � z DATE 3/6/17 ��OA 096191 PFS C®0tP®�'TI®f+l ROpESSI �P6/2017 Bloomsburg, PA Project 204E31 -TsoumparroNs{NYj �grian K Willis,P.E. Lpage - W Location.COL-04,Column at Pant DR ",rY- Modular Steel Systems,Inc. Column 11 Edwards Drive 26 2015 International Buildin Code 2015 NDS """ } [ 9 ( )I Bloomsburg,PA 17815 (2)1.5 IN x 3.5 IN x 9.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9 0 2.6 3/2/2017 2:35:47 PM Section Adequate By:46.8% CAUTIONS 'Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 VERTICAL REACTIONS LOADING DIAGRAM Live Load: Vert-LL-Rxn= 1198 Ib Dead Load: Vert-DL-Rxn= 1096 Ib Total Load- Vert-TL-Rxn= 2294 Ib COLUMN DATA Total Column Length: 9 ft B Unbraced Length(X-Axis)Lx- 9 ft IInbracedLength(Y-Axis)_Ly: _0_ ft- r Column End Condtion-K(e): 1 'e Axial Load Duration Factor 1.15 :x COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 411 psi P P P Cd=1.15 Cf=1.15 Cp=0.279f Bending Stress(X-X Axis). Fbx= 875 psi Fbx'= 1509 psi R Cd=1.15 CF=1.50 9 ft Bending Stress(Y-Y Axis): Fb 875 psi Fb '= 1509 psi "5xa Y= P Y ' P Cd=1.15 CF=1.50 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Column Section(X-X Axis): dx= 3.5 in Column Section(Y-Y Axis): dy= 3 in Area: A= 10.5 int r Section Modulus(X-X Axis). Sx= 6.13 in3 s.K Section Modulus(Y=Y A)is): -Sy= 2:63 1rt3 -StendernessRatio: -Lex/dx= -30.86 Ley/dy= 0 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) AXIAL LOADING Actual Compressive Stress: Fc= 218 psi Live Load: PL= 1198 Ib Allowable Compressive Stress: Fc'= 411 psi Dead Load: PD= 1079 Ib Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Column Self Weight CSW= 17 Ib Eccentricity Moment(Y-Y Axis). My-ey= 0 ft-lb' Total Load. PT= 2294 Ib Moment Due to Lateral Loads(X-X Axis); Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-ib Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Allowable Bending Stress(X-X Axis): Fbx'= 1509 psi Bending Stress Lateral Loads Only(Y-Y Axis)- Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1509 psi Combined Stress Factor: CSF= 0.53 NOTES Loads from BM-06a,heavy end. OF NEW FPCIRATION APPROVED � �3/6/17 LU 2 Bloomsburg, PA aR�FESSI NPS 6/2017 Project,20*31 -Tsoumpariotrs{NY) 4`� � page - W` :'I --�°` 11_ Brian K.Willis,P.E. Location:CPJ-01,Cape Joist at Main Roof, = - Modular Steel Systems,Inc. ;.11 Edwards Drive Multi-Loaded Multi-Span Beam I Of 2 [2015 International Building Code(2015 NDS)] �='""'-' Bloomsbur ,PA 17815 ..-.. 9 1.5 IN x 9.25 IN x 13 5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:48 PM Section Adequate By:0.6% Controlling Factor:Moment DEFLECTIONS Center L!2ADING DIAGRAM Live Load 0.26 IN U627 Dead Load 0.12 in Total Load 0.38 IN U427 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 170 Ib 311 Ib Dead Load 90 Ib 118 Ib Total Load 260 Ib 429 Ib Bearing Length 0.41 in 0.67 in BEAM DATA Center Span Length 13.5 ft Unbraced Length-Top 0 ft A 13.5 ft Unbraced Length-Bottom 0 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Spruce-Pine-Fir Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 3 -pif Bending Stress: Fb= 875 psi Fb'= 1107 psi Total Uniform Load 3 plf Cd=1.15 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 155 psi Load Number One Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Live Load 330 Ib Dead Load 174 Ib Comp.-L to Grain: Fc- = 425 psi Fc-1'= 425 psi Location 7.83 ft Controlling Moment: 1962 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 7.83 Ft from left support of span 2(Center Span) Load Number One -Createdby combining all dead loads and live loads on`span(s)-2' Left-Live-Load 26.71pif- Controlling Shear: -409 Ib Left Dead Load 0 plf At a distance d from right support of span 2(Center Span) Right Live Load 26.7 pif Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 pif Load Start 7.83 ft Comparisons with required sections: Read Provided Load End 13.5 ft Section Modulus: 21.27 in3 21.39 in3 Load Length 5.67 ft Area(Shear): 3.95 in2 13.88 m2 Moment of Inertia(deflection). 41.7 in4 98.93 04 -Moment: 1962 ft-Ib 1973 ft-Ib Shear: -409 lb 1436 lb NOTES pf NES, o -0- , - F.�"► , APPROVED DATE 3/6/17 m w PFS CORPORATI®N 2 ca Bloomsburg, PA ;0 D9619, v ��FESSt. NP6�2t317 Project:201631--Tsoumpariotis(NY) Page Location:CPJ-02,Cape Joist at Dining Room Brian K.Willis,P.E. 22 ;. P 9 ' , *Modular Steel Systems,Inc. 26 Multi-Loaded Multi-Span Beam = .a 11 Edwards Drive of [2015 International Building Code(2015 NDS)] r Bloomsburg,PA 17815 1.5 IN x 9.25 IN x 12.42 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:50 PM Section Adequate By:11 8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.20 IN L/753 Dead Load 0.09 in Total Load 0.29 IN U512 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 175 lb 288 lb 1 Dead Load 92 Ib 109 lb Total Load 267 Ib 397 lb Bearing Length 0.42 in 0.62 in BEAM DATA Ce ter _ Span Length 12,42 ft Unbraced Length-Top 0 ft A 12.42 ft Unbraced Length-Bottom 12.42 ft Live Load Duration Factor 1.15 Notch Depth 000 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 pif #2-Spruce-Pine-Fir Uniform Dead Load 0 pif Base Values Admusted Beam Self Weight 3 .plf Bending Stress: Fb= 875 psi Fb'= 1107 psi Total Uniform Load 3 plf Cd=1.15 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 155 psi Load Number One Cd=1.15 Live Load 314 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 170 Ib Comp.-I-to Grain: Fc-1= 425 psi Fc--L = 425 psi Location 6.83 ft Controlling Moment: 1765 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 6.83 Ft from left support of span 2(Center Span) Load Number One 'Created by combining all deadloads and live loads on span(s)2" Left-Live-Load- 26:7-ptf- Controlling Shear: -376 Ib- Left Dead Load 0 plf At a distance d from right support of span 2(Center Span) Right Live Load 26.7 pif Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Load Start 6.83 ft Comparisons with required sections: Read Provided Load End 12.42 ft Section Modulus: 19.13 in3 21.39 in3 _ Load Length 5.59 ft Area(Shear): 3.63 in2 13.88 in2 Moment of Inertia(deflection): 34.79 in4 98.93 m4 Moment: 1765 ft-lb 1973 ft-Ib Shear: -376 Ib 14361b NOTES pF NEIy APPROars® DATE 3/6/17 m w PFS CORPORATION 2� Bloomsburg, PA 4,o 096191 Q, q�FESS1. NP 2t317 i Project:201fr31 --Tsoumpanotis(NY) :.A Page It Brian K.Willis,P.E. 23 Location:RFT-01,Flips at Ridge 'Modular Steel Systems,Inc. Roof Rafter � " 11 Edwards Drive of 26 [2015 International Building Code(2015 NDS)] Bloomsburg,PA 17815 1.5 IN x 3.5 IN x 4.33 FT @16 O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9 0.2.6 3/2/2017 2:35:52 PM Section Adequate By.308 8% Controlling Factor.Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U1383 Dead Load 0.02 in Total Load 0.07 IN U921 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 50 pif 67 Ib Upper Dead Load @ A 25 plf 33 Ib Upper Total Load @ A 75 plf 100 Ib Lower Live Load @ B 50 plf 67 Ib Lower Dead Load @ B 25 plf 33 Ib Lower Total Load @ B 75 plf 100 Ib I 4.33 ft RAFTER SUPPORT DATA A B Bearing Length 0.16 in 0.16 in RAFTER LOADING RAFTER DATA Interior Uniform Roof Loading Span Length 433 ft Roof Live Load: LL= 23.1 psf -Rafter Pitch 7 .12 Roof Dead Load: DL= 10 psf Roof sheathing applied to top of joists-top of rafters fully braced. Slope Adjusted Spans And Loads Roof Duration Factor 1.15 Interior Span: L-adj= 5.01 ft Peak Notch Depth 0.00 Eave Span* L-Eave-adj= 0 ft Base Notch Depth 0.00 Rafter Live Load: wL-adj= 23 plf MATERIAL PROPERTIES Eave Live Load: wL-Eave-adj= 23 plf #2-Spruce-Pine-Fir Rafter Dead Load: wD-adj= 12 pif Base Values Ad'usted Rafter Total Load: WT-adj= 34 plf Bending Stress: Fb= 875 psi Fb'= 1736 psi Eave Total Load: wT-Eave-adj= 34 plf Cd=1.15 CF=1.50 Cr-1.15 Shear Stress: Fv= 135 psi Fv'= 155 psi Cd=1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Comp.-I-to Grain: Fc-J-= 425 psi Fc-1'= 425 psi Controlling Moment: 108 ft-Ib 2.168 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -78 lb At-a-distancwdfrom-right-support-of-spwr2�CenterSpan)- Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus- 0.75 in3 3.06 in3 'Area(Shear): 0.75 int 5.25 in2 Moment of Inertia(deflection): 1.05 in4 5.36 in4 Moment: 108 ft-Ib 443 ft-Ib Shear -78 lb 543 lb NEw y PAut s �9 ��► APPROVED � �° DATE 3/6/17 LU PFS CORPORATI®N m2 Bloomsburg, PA p 09619 �aFESS1 NP 6/2017 aN m - Project-20f63-1-Tsourttparrotis(PtYj page"�� c _ 24 Brian K.Willis,P.E. Location:RFT-02,Main Roof Rafters Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam y 11 Edwards Drive of 26 2015 International Building Code 2015 NDS tr''a ,Bloomsburg,PA 17815 1.5 IN x 5.5 IN x 9.25 FT(7.8+1.5)(Actual 10.7 FT) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:53 PM Section Adequate By:87.0% Controlling Factor:Moment DEFLECTIONS 9to a R' I LOADING DIAGRAM Live Load 0.12 IN U935 0.09 IN 21J484 Dead Load 0.03 in 0 00 in Total Load 0.14 IN U746 0.09 IN 2U464 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 119 Ib 330 Ib Dead Load 51 Ib 174 Ib Total Load 170 Ib 504 Ib Bearing Length 0.27 in 0.79 in BEAM DATA Center j i& _ Span Length 7.75 ft 1.5 ft Unbraced Length-Top 0 ft 0 ft 7.7s it 1.6 fc-� Unbraced Length-Bottom 7.75 ft 1.5 ft Beam End Elevation Difference 5.42 ft Live Load Duration Factor 1.15 UNIFORM LOADS Cen er RM Notch Depth 0.00 Uniform Live Load 31 plf 31 pif MATERIAL PROPERTIES Uniform Dead Load 13 pif 13 pif #2-Spruce-Pine-Fir Beam Self Weight 2 _plf 2 plf Base Values Adfflusted Total Uniform Load 46 pif 46 pif Bending Stress: Fb= 875 psi Fb'= 1051 psi POINT LOADS-RIGHT SPAN Cd=1.15 C/=0 80 CF=130 Load Number One Shear Stress: Fv= 135 psi Fv'= 155 psi Live Load 134 Ib Cd=1.15 Dead Load 66 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Location 1.5 ft Comp.-L to Grain. Fc-1= 425 psi Fc--L = 425 psi Controffing Moment: -354 ft-ib 7.748 Ft from left support of span 2-(Center Span) Created by combining all dead loads and live loads on span(s)3 Controlling Shear: 219 Ib At a distance d from left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 4.04 in3 7.56 in3 Area(Shear): 2 11 m2 8.25 int Moment of Inertia(deflection): 10.33 in4 20.8 in4 Moment: -354 ft-Ib 662 ft-Ib Shear: 219 lb 854 lb NOTES Ne' _01F PAUt sr0, APPROI/E® DATE 3/6/17 PFS CORPORATION 2 4 LU 41 Bloomsburg, PA �� 09619 y� A9QIF Sf �P 6/2017 �M.; page - Project:20%311--Tsoumpariotis{Ptl�)- - --'��:�� ;• - -- 2.5 ;', Brian K.Willis,P.E. Location:RFT-03,Dining Room Rafters =' Modular Steel Systems,Inc. Multi-Loaded Multi-Span Beam - "'' 11 Edwards Drive of 26 [2015 International Building Code(2015 NDS)] Bloomsburg,PA 17815 1.5 IN x 5.5 IN x 8.17 FT(6.8+1.4)(Actual 9.6 FT) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:55 PM Section Adequate By.92.3% Controlling Factor-Moment DEFLECTIONS Center Bight LOADING DIAGRAM Live Load 0.07 IN U1398 0.07 IN 21J576 Dead Load 0.01 in 0.01 in Total Load 0.08 IN U1178 0.08 IN 21J510 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 104 Ib 314 Ib Dead Load 42 Ib 166 Ib Total Load 146 Ib 480 Ib Bearing Length 0.23 in 0.75 in 13EAM DATA Cente M912 _ Span Length 6.75 ft 1.42 ft - Unbraced Length-Top O ft 0 ft A= 5,75 ft B Unbraced Length-Bottom 6.75 ft 1.42 ft Beam End Elevation Difference 5 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Right Notch Depth 0.00 Uniform Live Load 31 plf 31 plf MATERIAL PROPERTIES Uniform Dead Load 13 plf 13 plf -#2-Spruce-Pine-Fir _Beam Self Weight 2 plf 2 -plf Base Values Ad'usted Total Uniform Load 46 plf 46 plf Bending Stress: Fb= 875 psi Fb'= 1015 psi POINT LOADS-RIGHT SPAN Cd=1.00 C1=0.89 CF=1,30 Load Number One Shear Stress: Fv= 135 psi Fv'= 135 psi Live Load 134 Ib Cd=1.00 Dead Load 66 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Location 142 ft Comp.-I-to Grain: Fc-1= 425 psi Fc--L= 425 psi Controlling Moment: -333 ft-lb .6.747 Ft from left support of spari 2-(Cantor Span) Created by combining all dead loads and live loads on span(s)3 Controlling Shear: 213 Ib At a distance d from left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus. 3.93 in3 7.56 in3 Area(Shear): 2.37 int 8.25 in2 Moment of Inertia(deflection): 8.67 in4 20.8 in4 Moment: -333 ft-Ib 640 ft-Ib Shear: 213 lb 743 lb NOTES OF NEW y APPROVED DATE 3/6/17 m w PFS CORPORaATI®N Bloomsburg, PA OA 09619, vti ;9OFESS1 N4 6/2017 Project:20M1-Tso ariotis- N k > page +p i 26 ,m Brian K Willis,P.E. Location,Wail Stud w/Worst Porch Roof Load „ ' - - ;;Modular Steel Systems,Inc. Column 11 Edwards Drive �6 [2015 International Building Code(2015 NDS)] Bloomsburg,PA 17815 r: uam 1.6 INx5.5INx10.OFT@16 O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 9.0.2.6 3/2/2017 2:35:57 PM Section Adequate By:82 2% VERTICAL REACTIONS LOADING QlAdRAM Live Load: Vert-LL-Rxn= 632 Ib Dead Load: Vert-DL-Rxn= 447 Ib Total Load. Vert-TL-Rxn= 1080 Ib COLUMN DATA Total Column Length: '10 ft B Unbraced Length(X-Axis)Lx: 10 ft Unbraced Length(Y-Axis)Ly: 0 ft Column End Condtion-K(e): 1 Axial Load Duration Factor 1.15 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values gdlusted Compressive Stress: Fc= 1150 psi Fc'= 733 psi Cd=1.15 C>=1.10 Cp=0.50 µ., Bending Stress(X-X Axis)- Fbx= 875 psi Fbx'= 1504 psiYl Cd=1.15 CF=1.30 Cr-1.15 loft Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1504 psigy" Cd=1,15 CF=1.30 Cr=1.15 -Modulus df-Elasticity: -F= 1400-ksi" -E'= 1400-ksi Column Section(X-X Axis): dx= 5.5 in Column Section(Y-Y Axis): dy= 1.5 in Area: A= 8.25 in2 Section Modulus(X-X Axis): Sx= 7.56 in3 Section Modulus(Y-Y Axis): Sy= 2.06 in3 x- Slenderness Ratio: Lex/dx= 21.82 Ley/dy= 0 A Column Calculations(Controlling Case Only): AXIAL LOADING Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 131 psi Live Load: PL= 474 plf Dead Load: PD= 324 Allowable Compressive Stress: Fc'= 733 psi plf 15 Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Column Self Weight: CSW= 15 plf Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Load: PT= 813 plf Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-Ib Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi Alrowable- eniting-Stress(X=X Azis): -Fbx'-- T504- psi' Bending Stress Lateral Loads Only(Y-Y Axis). Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1504 psi Combined Stress Factor: CSF= 0.18 NOTES 0IF NEWy CLQ'Off.( PAUL APPROVED DATE 3/6/17 PFS CORPORATION Bloomsburg,-PA. � v - A9Q��SSt NP 6/2017 JOB -201631 --Tsoumpariotis{Nd) SHEET NO 1 OF 1 CALCULATED BY BKW DATE 02/08/17 CHECKED BY DATE FLITCH BEAM FASTENING: BM-04 Beam Length= 15.50 ft a Total of End Reactions= 10858 lbs (from Strucalc) Total Uniform Load on Beam= 1nsm -/ .1550_ = -70-1 -plf- %of Load Carried by Steel Plate= 70.73 % (from Strucalc) Plate Load Needed to be Transferred to Wood= 701 x 0 707 = 495 plf 112"Bolt Capacity= 945 lbs Bolt Spacing Required= 945 / 495 = 1.91 ft = 22 in/oc End Reaction at Plate= 495 x 15.50 / 2 = 3840 lbs -#-of-Boltsat-End-of-Plate= 3840 / 945 = 4.063 = 5 Bolts SUMMARY: Use 5 bolts at each end of flitch beam. Use(2)staggered rows of bolts max 22 in oc, 44 in oc in each row. �,�'OP NEWLY PAUL �,`P SyQ,A IAF w APPRO DATE 3/6/17 2� RPS CORPORATION oA 0961g Bloomsburg, NA �9'OFESSI ��6/2017 IKEYSTO PROJECT: ALL--PROJECTSCEILING JOIST CONNECTION TO WALL PROJECT NO: 0003.06514 E PAGE NO. 1 OF 2 STRALCALCULATED BY: DGP DATE: 12-9-2014 c CHECKED BY: KEP DATE: 12-9-2014 REVISED 7-18-16 TO REFLECT CURRENT CODES DESIGN' INFORMAl10Ns :CODE INFORMATION: . MAXIMUM''BIOX 'WID! •-•is5!4............. :ASCE7=10' CSAR•:SPM-OF-CEIEING'SYS1EM. - 15%-1° ; .'NDS;2012 &2015.'. ......... :... .. . N W EA Ty CLEAR-SPAN OF CEI[JNG:.JOIST - 14'-10° �� R 1 1/2":THICK FRAMING ... . .. _ . PREGI$TERND 0 ... LATERAL.SINGLE SWfAI� ... ..:. . . ..... :•. ..:.....: . .:.. . : . .;....:.....:DURATION•FACT9RC0=0:9... ... DESIGN LOADS :TOE = 7 -DAVID- •-P iL--IPS JR- . FACTOR:Ctn 0.83 • ••• : :END:GRAIN FACTOR-Ceg=0.8 :.. D>=AD COAD -•1 CiPSF:.....:.. . .....: ENGINEER . .LIVE.LOAD �JQPSF... ..:.. .. .. .. .. ....... .. ......: ...:.....:....:. . : . .: TOTAL LOAD 2 Po�F �. Peoaizoi ;....:... •. .... .. ....... .. .. .. .. : LOAD ON PERIMETER : MN S Y L,� P� :OR O;S.B.,OR PLYWOOD: :.. :. . .....:.CEILING JOIST... :..... .... .(15:083'/2).x 20psf .150.8 if ......:. .. : . . : : .. :. .. . ....... ....... ....... .. 150.83pif x 2'-0". = 3021bs/stud ... . .. ... .... CEILINQ PERIMETER- ... : .. . ...: .. ... :... .. .. ' . .. . . :. 294'STUDS':@ 24" ' .. . . .: . .< .......... .. ...... 0%.(WORST CASE) ....: . ... .: . . :. ..... . ..... ....'. ... ... PERIMETER:TO STUD - ., .,...• ,.. .:................•.. .-. . . ... , . .,...•.. . . ...,.....•. : . FACE'NAIL' L1iMBER'SPECIES ` SPECIFIC G§AV11 Y(G)' : -FSTENVER- :SINGLE-S EA� Ibs/fa9j6ner OIJAN TY. SPRUCE-PINE FIR . :0.42... .. 0J317x3°.FAIL.... 7.4 :.. . 5: ... ... SOUTHERN -YELL-OW PINE: :0.55 0.]31"x3" N-AIL ; 95 4: SPRUCE-P IE=FYR. ..:....:.. .:... .:0.47....:.....,....,..0.1'48"x3"'NAIL ...g0. ; ... :.. . : .4: :.....: . SOUTHERN•;Y€LL:OWPINE.: . . .....:0.55:..... .. . .. .. 0:100" NAIL.:....: ........ ; .145. . . . : .3: ... ...... ... SPRUCE-PINE—FIR- :0.42 -0:162"x3"-NAIL : -108- 3. SOl1Tl IERN YELLOW PINE ..........0.55...... ... ....: .0.162''x3'' NAIL : ..... ... 139 3 ••SPRUCE-PINE--FIR• .....? -:0.42 1/4"x3° SIMPSON SDS SCREW:..... .. , -171.. ....,.... 2 .......... , • n n SOUTHERN :YELLOW PINE: ;0,55 1/.4x3••SIMPSON SDS SCREW. 171 :• 2; SPRUCE-PAVE-FlR :0.42 1/4"x3" USP WS3 SCREW. 147 - 3 SOUTHERN,-YELLOW PINE:.... ' :0.55 : 1/4px3" USS-W33-SCREW.... :....... 180 : 2: ,SPRUCE-PINE-112 ...' .. , . ,:0.4 ,, ,; : ... ;. O�;YLOG,TLOKQ4.... .... : ...:....;. . . ..153, :.. ?.. .. '... .;, SOUTHERN :YELLOW PINE. :0.55 OLYLOG TLOK04: 234 2 _. .... ..::....:.. .: ....:..... ................ .... ; .. , . ... .... ' .. , .. .. .. ;. :.. .:......... . .. . .........'.... ............ ....... aAPPROVED :........ . . ........... .................. .. .... .. .. • .:.. .DATA 3/6/17 :.. .. . . . ..:. ...: ;. ... ....;....;..........;. .:. .. :. .. .. . .. p S CO P0AA-f-1,6]N.. .... u rg, PA : .. . ..... ... ....:....:...... . .. :...... ...;. . .; .. . . .. • •.•,.•Bloomsb 38 North Main Street,First Floor Pittston,PA 18640 PROJECT. -ALL---PROJECTS CEILING JOIST CONNECTION TO WALL PROJECT NO: 0003.06514 KEYST®NE PAGE NO. 2 OF 2 STRUCTURAL CALCULATED BY: DGP DATE: 12-9-2014 GR®UPuc CHECKED BY: KEP DATE: 12-9-2014 REVISED 7-18-16 TO REFLECT CURRENT CODES :.. . : . ".'OR-jr- O;S.•B.:'OR'PLYWOOD.. —LOAD-014 ; . o N W E'q C T ...... ...: CE�LfPIG'JOIST. . .... . ........ ... ( o��` 14.83'%2) x`20paf=14&3pREGISTERED if ............ : ....:........ ....... ... ... . .............. • LOAD ON PERIMETER DAVID P l IPS JR :. :.... : ... 48,3plf.x - .297lbs/stud . .:.. .: ENGINEER :. .. ... '. : . .:..FACE NAIL.OR TOE-NAIL ; ....:. : . : . ... .. PE081201 CEILING PERIMETER 2x4 STUDS•® 24" 0/t (WORST CASE) JQIST TO PERIMETER - FACE'NAII "LUMBER"SPECIES "RPECIFIC GRAVITY(G�" FASTENER :SINGLE'SHEAR R.Ibs f f6sterier • (�IIANTI7Y SPRUCE-PMIE„RP..........:....,.....:0.42....:. ..:... ; '0.1.31'x'3"-NAIL.: .. .: 74...... ....... ...........:..4:.....;....:.... SOUTHERN .YELLOW PINE: :0.55 0.131"x3" NAIL : 95 4: Sf RUCt-Plk-FlR : .. :.... -0.42... : .. .:.... :..0.148''f RAIL :.. ..; ...:..... 90 ; ...... 4: ....... SOUTHERN. YELLOW-PINE:.. :0.55. ..: . .0.148"x3° NAIL-; .... .... ...1.15... :... . ...•........ .;..3:........ ...... SPRUCE-PINE-FIR : :0.42 0.162"x3" NAIL. ' 108 3. .. . .. ... ... ... .. .......... : ;.. .. ........ . .... ... .. .. . ... . . SOUTHERN :YELLOW PINE: :0.55 0.162"x3" NAIL 139 : : 3' / SPRUCE-PIKE=FIR - ;0.42' .... ... . 1143" SIMPSON SIDS SCREW., 171 : 2:- SOUTHERN 'YELLOW PINE; .. ......:0..55.... ... .:.........1/.4"x3".S1MPS0N SDS.S�REN! ........ : .171.........:....:....:..... ..2;....:..... ... SPRUCE-PINE-FIR :0.42 114"x3" USP WS3 SCREW 147 3: SOUTHERN'-iY L,•OV PINE.... ......:0.55 1 f 4 d'USp*3'SCRENE 160 , 2 SPRUCE-PINE-:RR....:.....:... :.... 0.42.. ......... .: .OL•YLOG TLOK04.. : . .: :.. :. .. :. 153.. . ...:.. .:.. .:.....:..2:.....: . ..:.... SOUTHERN 'YELLOW PINE: :0.55 OLYLOG TLOK04 234 2 JOIST-TO-PERIMETER-- ThE-NAIL WIJBEB SPECIES .. ........SPEC Rc'GRAMrd0) l ASTENER ':SINGLE SHEAR•1bs fastener....:..Ql1AI�TITY SPRUCE-PINE-FIR....: .........:.....:0.42....: .............0.1.31"x3°•NAIL••: ...!..5i......... .. SOUTHERN :YELLOW PINE: :0.55 0.131"x3" NAIL : 79 : 4: :. . , SPRUCE-PINE-FIR '0.42 0.148 x3" NAIL ' 72 5 SOUTHERN 'YELLOW-PINE.: -0.55- -- -- ... ...0.148"x3"•NAIL ; 96. 4 SPRUCE-PINE-FITt . :. :. . : :0.42 ...;. . :.. . :..0.1. 23..NAIL :.. . ..84 . :. . , . ,... 4;... .. . SOUTHERN :YELLOW PINE0.55 0.1627X3" NAIL : 113 3 7. i. . . ....i....i.... . ....:... . .. fSAfi 3W17 .....:..... ; ............. . .. .... .. PFS CO RPO I OR Bloomsbu A 38 North Main Street,First Floor Pittston,PA 18640 & ?- - PFS TE/ y{�� S`'� REPORT #04-83 ry�� R .i.�r Ry TESTING RAFTER-TO-CEILING �`p,` y(� 'f'j�'1ap'��$-OF NJ OS CONNECTORS ECT FOR SIGNATURE BUILDING SYSTEMS, INC. OSIC, PENNSYLVANIA . APPROVED DATE 3/6/17 PFS CORPORATION Bloomsburg, PA Y: yl ,Y4i, j PFS CORPORATION X�2402 DA '�R.. ET LS STREET 0454762 PFS LABORATORY RY SERVICES Testi gi- Qu lity s ' k tic -.-Consultin gods[Code Qualifications—Deslign Calculations-Witnessing—Sampling—Research AW9i,pm''LJS' Jols"M'a *'t¢ P �t ° ;'+-pp�VI,.s�. a € 4 ga,- '"" rr fg tt yy e 5 5;1,x_S 8Y2-"TL-'MS �Y Y2:TL-' S 'a�"�"�,m'a.:+ "�T�r`'�fz:$�#w •..'GFs�a�'-�,.� ?.� r. A.'w•=s34iP k'.�. ��{,w.d t„q„F F*'t�<'�.�,1't h�t"r,,,,•,..a.7„ aw��,..:5t� 6UH—TXNR—, STRUCTURAL _ -ST€3. sx S -} 1'rya.4-Ys-x: =w'+ss$ tie' s s ,�}'-F i€"3 i' .r.q +.F iF #; �i,�'.�fii r,�"4 7i�r :»,t fa��y y'{hi f'4Y�'}& r'�.:]�g,�„•e d?�#,. ,k°,+P`""-S, 6 �`,k°�"�,'+,i �"t, �;>„�a�t�',w,iT ' ;,°P"�, � :`':.=� Y'i.��iJ,e�.: s« z.rott«< cor:dmw8o1 Mfa.as> Joist CORPORA It WEADC• UART'ERS NORTH ASTERN REGION 2402 Daniels Street 2877 Skatetown Road Madison, W1 53718 Bloomsburg,PA 17875 608,221-3361 570.781,8396 Pax.'6138.223.5560 _ Fay t 5701,784.5,951 M cbael J.Slifka, PE Richard L. Wenner, PE nis0kaQgfscorporatlr rr.cvrrr r�e+lr�er crrys r�tr,Qrr.c rs� Athos A. Rothman, Pc- '( zration.�3tjroi:Fa1I �� MIDWEST REGIONILABORATORY ` ESES T15RN REGION 2402 Daniels Street X637 Motor Avenue, Suite 380 Madison, Vitt 53718 Las Angeles, CR 90034 608.224-5520 31.0,559.7267 Fox.,60,5 221.20811 310,559,1368 Ronald H,Reindl, A 1- J Robert Nelson, PL rrelnc'l pfscoMoratron.coni rnelson,@pfscorporation_com SOUTHCENTRAL REGION SOUrHEAS'TLRN REGION 9550 Skillman Street' Suite 516 6008 Six Forks Road, Suite 201 Dallas, TX 75243 Raleigh, NC 27615 214.221.5585 919.845.8450 Fax:214.221.5589 lax.' 919.845.8454 James M,Hopland,PE Larry A. Beineke, PE PhD jimhoplanq@pfs oMpration,corn lbolnekecr pfsgorpor'afi6n_com APPROVE® ' DATE 3/6/17 PFS CORPORATION Bloomsburg, PA PFS Corpor•ario t Asstmaance you can build on" An-finp16yes-owned•Sampan y- PI;S Test Report:=04-83 Headquarters Test Dates: 11.117—12/7/04 2402 Daniels Street - Report Date: 12/W04 Madison.Wt 53718 - Page 1 of 7 PFS TEST REPORT 04-83 Phone:668,221.8361 R&D TESTING - r"ax. 608.223.5560 -OF Wahs;ae RAFTER-TO-CEI LING JOIST CONNECTORS .ti4vw,pfst arpat2fion,oe(rt• FOR NOW I Slifka,PE SIGNATURE BUILDING SYSTEMS,INC. preytdent MOOSIC, PENNSYLVANIA iri5lifKd�rsS.^.tlr;baf13ti4n.COn1 _ - • NERAL James A.Rothman,PE GE Executive Vice Pres'toani Senior Vice,Fies;dent.QC PFS Corporation- in Madison-, Wisconsin; p4rforme-d-R: & D-testing-of-rafter=to=ceiltn `joist' ,rgt'cmannC�NtsaGrpara€4n.o1ri connectors for the client. Signature Building Systems. Inc., Moosic, Pennsyl-vania. PFS Laboratory performed the tests hi accordance with the procedures described in NTA Test Report ASB 101003-'10 issued,December 31, 2003: A subcontractor perf6rmed tilemechanical properties testing on client.identified and submitted sheet steel coupons. The coupons were reportedly taken. Regional offices _ from the'same steel stock used for the nianufaetitring of the test connector. The PFS Laboratory received the test connectors on Septeznt)er 2, the steel coupons on October 19, and the test a loornshu g,PA_ tastenets on 'November l5-; 2004, The testing wds performed from -November i i'h, through December 7,2004.- south ' DESCRIPTION OF TEST SPECIMENS- Wm PECIMENS- ei,, The hanger proNrided for testing is a metal connecter plate for joining a ceiling joist ("header')to Os Angeles.,CA a roof rafter C`joist").at the.eave. The plates have 12 preformed holes, 6 on each side of the 310.559.7287 hanger, to permit attachment to the header member using client identified and submitted nails Midwest (see detail drawing). A 518-in. diameter hole was provided at the joist connection to allow for use Madison,U'Jb 608221?381 of a single bolt in double shear, The hanger is designed t4 transmit shear forces, in all directions. southeast in plane with th6 header/joist assembly, Furtherinore, the Molted connection provides a hinge Raleigh,Ne • point for the joist member;ailo%�;ing the joist to be rotated in the plane of the connecter. It should 919645,84be noted that each "Test B" specimen Nvas'assembled with• a gaps of approximately US-incli Soles Office between the ioist and the hanger. Mentore.A! 256.G3c.�E}7i The manufacturer of the hanger was not specified and the hangers were not imprinted to id'entify -the-manufacturer-or the`.hanger model.- The.-lianger was_formed-f-om_No. 1.6.gage--(.058-in). galvanized steel,-which is ASTM A 653 Grade 40, structural-quality steel with a intriimu i, yield strength Of 41 ksi. In this investigation,.header and joist members were comprised of 2X6 #2 Spruce Pine-fir'(SPF) lumber. All lumber was conditioned to moisture content between 17 and 20 percent-at the time of ,- construction and testing. The hanger was tested in two directions,designated as Test,A and Test B as indicated in tables and photos. Test A applied-the test load.parallel to the header,whereas in Test-B�the-test load-,i=as-applied-perpendicular-to-the lfeader. The hangem-were-fasteiied-to-the rafter and joist members as indicated in Table 1. APPROVED DATE 3/6/17 PFS CORPORATION, Bloomsburg, PA PFS Test Report: #04-83 Test Dates: 11/17— 12/7/04 Report Date: 12/7/04 Page 2 of 7 DESCRIPTION OF TEST SPECIMENS (Cont.) Hanger Fastening Schedule Location Fastener uanti Hanger-to Hanger 12 (fixed) 0.148-dia.x 1.5-in. Galvanized Nail (6 per side) Hanger-to-Joist Y2 x 2.75-in.Galvanized Bolt with (hinged) standard washer under bolt head and nut 1 (2 washers) TABLE 1 TEST PROCEDURE The procedures were in accordance with the procedures described in NTA Test Report #SB 101003-10 issued December 31, 2003. The setup was designed such that when a specimen was inserted into the test machine. the top of the header is level and the sides are vertical. And. except for the restraint provided by the hanger, the joist member is unrestricted in vertical movement. Three replicate specimens were tested in each configuration. All bolts used in loading and securing the specimens were 1/2-inch diameter with sufficient length to exclude the threads from the shear-plane. A linear voltage deflection transducer(LVDT), capable of reading to 0.001-inch, was used for the measurement of the joist displacement with respect to the header. The LVDT was positioned parallel to the direction of the applied load,with the gauge fixed to the header and aligned with the center of the joist member.The force was applied with a universal test machine at a continuous rate of 0.05-in./minute. Force and deflection data was monitored and recorded with an electronic data acquisition system continuously throughout the test. A_pre-load of 10% of the estimated ultimate load, was applied to the.joist to seat the test assembly_. The.pre-load was removed, the gauges were zeroed and the amount of pre-load was recorded. (See Photos 1-4 and Tables 2—3,for Results) Mechanical Properties Anderson Laboratory. Inc., of Greendale, WI an A2LA accredited laboratory (#711.01 & #711.02), conducted the mechanical properties tests according to ASTM E8-04, "Standard Test ;'Method for Tension Testing of 1letallic Alaterials." Two (2), test specimens were_pre_pared from nominal, 3-in wide-by-9-in. long_pieces of 16_ga. steel. (See Table 4 for Results) Specific Gravity and Moisture Content Moisture content was determined according to ASTM D 4442-92 (97) Method B. Companion wood specimens were cut from each piece of test lumber within 12-in.of the hanger connection. TEST RESULTS The results for each specimen are provided in Table 2. The results include the ultimate load, as well as the load corresponding to 1/8-in. deflection of the joist with respect to the header. Similar results were observed in all specimens under a given loading condition. Additionally, the observed mode of failure was the same in all specimens, which occurred when the metal began to tear at the transition, or notch, where the hanger metal is bent in opposite direction. See photo 2. A APPROVE® DATE 3/6[17- PFS /6[17PFS CORPORATION Bloomsburg, PA PFS Test Report: #04-83 Test Dates: 11/17— 12/7/04 Report Date; 12/7/04 Page 3 of 7 TEST RESULTS (Cont.) Moisture Content,Specific Gravity Average-moisture-content-at-time-oftesting-was-18%n_and av_etage-specific-gravity was 0.40 respectively_. Deflection Ultimate Moisture Specimen Pre-load Load # (lbf) Load at 1/8-1n. Content Failure Mode (lbf) (Ibf) 1 (%) T 489- .17-4- 1$ Tearin -of-metai-at-transitiorr 2 50 467 154 20 earing of metal at transition 3 492 139 17 Tearing of metal at transition Average 50 483 156 18 TABLE 2, Lateral Test(A) -Deflection Ultimate Moisture Specimen Pre-load Load # (lbf) Load at 1/8-in. Content Failure Mode (Ibn Ibf) (%) 1 965 351 17 Tearing of metal at transition 2 100 1044 316 17 Tearing of metal at transition 3 982 381 19 'rearing of metal at transition Average 100 997 349 18 TABLE 3,Uplift Test(B) ASTI\1 E8 Steel Coupons 16GA Steel Specimen # 1 2 Original Dimension, in. 0.0577 x .502 0.0573 x .504 Original Area, (sq. in.) 0.290 0.289 Yield,(psi) 49.059 50,625 Yield Method 2% offset 2% offset Tensile,(psi) 56.032 56,061 Elora tion,- % - 35.00 35.00 Gauge Length in.) 2 2 TABLE 4 QI APPROVED 1 DATE 3/6/17 PFS CORPORATION r Bloomsburg,PA PFS Test Report:#04-83 Test Dates: 11/17- 12/7/04 Report Date: 12/7/04 Page 4 of 7 TEST RESULTS (Cont.) MOISTURE CONTENT & SPECIFIC GRAVITY Initial Oven Dry Moisture Specimen Length. Width Thickness Specific # wt. err) (in.) (in.) (in.) Co�)nt Gravity Al 46.81 39.05 2.005 1.995 1.527 19.9 0.39 A2 50.04 41.78 2.011 1.998 1.543 19.8 0.41 A3 50.63 42.08 2.009 2.003 1.541 20.3 0.41 Average 20.0 0.40 BI 48.08 40.65 2.006 1.974 1.536 18.3 0.41 B2 50.70 42.33 2.012 2.008 1.523 19.8 0.42 133 47.87 40.53 2.008 2.022 1.541 18.1 0.39 Average 18.7 0.41 TABLE 5 The results were assessed for compliance with the IBC and IRC. as described in ICC-ES,AC13. Accordingly_, the allowable load from the test results shall be the lowest values determined by the following: (See Table 6) 1. The lowest ultimate test load from any test divided by three(where three tests are conducted and each ultimate vertical load does not vary by more than 20-percent). 2. The average ultimate test load for all tests divided by 6(where six or more tests are conducted). 3. The average load at which the movement of the joist with respect to the header is 0.125 inches in any test. CONCLUSION PFS Corporation assessed the strength of truss hinge plates provided by Signature Building Systems, Inc.of Moosic, Pennsylvania. The hanger was tested for direct load capacity in two directions. These values are presented in Table 6,below. It is important to note that the allowable design load must also not exceed the allowable design load for nails or other fasteners utilized to secure the joist hanger to the wood member. Furthermore,the allowable design load for -the-wo-od,members-forming-the connection cannot be exceeded.- RESULT xceeded:RESULT SUMMARY Specimen Test Allo,,vable Test Load Direction (Ibf) Signature Building Systems 16-Ga. (lateral) 156(Criteria 3.) Truss Hinge Connector Attached-as-described-herein- u B ) 322-(Criteriu-l:) TABLE6 eVORS7APPROVED rPFS E 3/6/17 ORPORATION omsburg,PA _RES Test Report: #04-83 Test Dates: 11/17— 12/7/04 Report Date: 11/7/04 Page 5 of 7 TEST REPORT DUPLICATION This report shall not be reproduced, except in full, without the written approval of PFS Corporation, Madison, Wisconsin. Report Reviewed by: Report Reviewed by: Tests Witnessed by and Report Prepared by: James P.Van Schoyck Jon P.Madderom, P.E. Dwight E. McDonald Lab Administrator Staff Engineer Lab Testing Manager CPO,�F�- APPROVED DATE 3/6/17 PFS CORPORATION4 Bloomsburg, PA PFS Test Report: #04-83 Test Dates: I 1/17— 12/7/04 Report Date; 12''7104 Page 6 of 7 I PHOTO 1: Test A, Lateral Test Specimen/fest Setup A 6 Y" s PHOTO 2: Test A,Typical Failure APPROVED DATE 3/6/17 --PFS-CORPORATION Bloomsburg, PA PFS Test Report: #04-83 Test Dates: 11/17— 12/7;04 Report Date; 12,7:`04 Page 7of7 q� e' v� �f �44 3 f tf �o PHOTO 3: Test B, Uplift Test Specimen/Test Setup t II I� PHOTO 4: Test B, Typical Failure QTW APPROVED DATE 3/6-/17 PFS CORPORATION Bloomsburg, PA 4 RADIOUS CORNER Ire° MIN 114" +5+a' A2711 518"DIAMETERHOLE O 1/2"BOLT WITH NUT AND WASHER z 0 0 2W 0 0 N ° 3/16"DIAMETER 2X6 SPF#2 RAFTER r o ° 1114 0.148X 1 112"NAILS zsns• RIGHT SIDE NAIL HOLE LEFT SIDE VIEW FRONT VIEW HANGER TO JOIST HOLE PATERN (5)12d NAlL5 2X10 SPF#2 JOIST PERIMETER TO JOIST ' O O (6) 0. 1112"NAILS PER EACH SIDE OF HANGER INSTALLATION DOTAIL TOP VIEW ACSONOMETRIC VIEW HANGER DETAIL APPROVED DATE 3/6/17 This design is the property of Signature Building Systems Inc. and shall not be copied or reproduced. PFS looca Bloomsbuurgrg,,PPA ON A PROJECT NAME: BUILDER: DWN BY DATE PROJECT SITE ADDRESS' _ 0 5ign ,*re Alld�nq 5ysf ln5 Inn DWN.BY: o, 1004 SPf,NGBROOK AVENUE,MOOSIC,PA 1W _ — PROD.ID#. — CHECKED BY' - eu tel.(570)774-1000 Fax.(570)774-1010 SERIAL P — DATE — 12/19/2016 Design Maps Summary Report W, Design Flaps Summary Report User-Specified Input Report Title 201631 -Tsoumpariotis(NY) ��P o 4 PAU4 0y09� Mon December 19,2016 15:48:08 UTC * ,L`r 61. Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) M W Site Coordinates 41.00280N, 72.5632°W �(P Site Soil Classification Site Class D - Stiff Soil �;O,o 096191 v R�FESS► NP Risk Category I/II/III 6/2017 --,-;,-�r„^...,^e t.�^;^^rc;':w;T,a.- t;.'.,sc^, _ v.�;�--^ -r„ -»,i,., ,"«, Tx..^ _ fx�.,..^,^.,•�-.. -�.; -'t-�:e�.t s;,s,..a'"+� �,m�:'.'z+rte• u=',smT?'.1�k��^'�:tl',•."i�,.•,^�;�, _;.3.::r�rei -'�'.rv','.;^,tik.�.i"' :'c'.^e;r'3�;. 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"i;�i�:":c - �rih" - _ .,,,-e c.•y..,;+e�..,, - ^'`.`;e>;i';x, 1;---1-°ai.' - - - 'rte- � `t�� = .'�;^�, �,G„-� •:r+✓,;.�.«;-v��i +Ct ?�31�ts�s�t1`r`a�,. f.n•G. .,,r',a;' "��u�}',: .:�.. `Yi asvr'>= "`)'�;.;.;:^r+�}#i,, >.'�- ..f... _ .ria''F".'f'"„<' ,4F.x ,'��• h�:�.:{.-i.,.5 _ .-�5..,i -- -ti ,3F, _�.n�,:'csa'�.•1,,�C.�,.Ss.^:.V`�k-'.�:_ aeC": .. y ET'- r.P;: '�f .�,��yy _„ _'H'"`v' - - ..43'� -"',d+--: '•Y`�F.`yvd�l4^LLti - ;aqn„r `S ✓,"M1'€✓.. y 1 5,'rf `r',.>w,'k .y�i'��t -[dS.d"J�-Y, ,t _N:<f nf�+5/1..t S'4 f.�':'i�.'�x�"f^`,'-:. .'S'-'•� ,,,� - .�,�',`." _ as+. ^.�„. .y,. :�,, V �+R ',�cm><e,� ':r�: -�' ,,,. «.�-4s:.aM.r „',i..-a�•';er,.f�. - .�-'�"� r�i"`-.' ,�'t��.,,..: H• °� rA�. ..uxk'• �t+�. - _ .::":�:- >_:=al':.�>5-:,;w':>%„ ",aq.'' aA--.:,:ed:��.. i<i,.r:�;„»n - _ %''�'''T: i`�?^:x. �,'� x.�;t�ir.�'x,b�:K..��,+'�"�si�F:�.u-��.,atib'„a.,,..Rf:'. ��silr".�aai�'',�`a,�w.,,,,..�zm-+�...s,."..,*.,_.✓.'s.a';:,..:,,.F......,.,>:...,..:''�'`s'��d�.:.,>s�•;:tM.,e.'`.°»tx!3:..*":�:.�".'.�'-.kc�=T„ .,r.: USGS-Provided Output S,= 0.155 g SMS = 0.248 g SDS-= 0.166 g S1 = 0.056 g SMi = 0.135 g Sol = 0.090 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICER Response spectrum Design Response Spectrum 0,27 0.1& 95FAPPROVED 0,24 4.16 3/6/17 021 014 DATE PFS CORP® TION M 0.15 M 0 10 Bloomsburg, PA W 0.12 0.00- 009- .09aos 0.06-- 0.06-- 0.04-- 003-- .040oa 0.02-- 0.00- 0.00- 0.DO 0 20 0,40 [0.60 0.90 1.00 1.20 1 40 1 60 1 20 2,00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1,60 ISO 2.00 Period, T(sec) Period,T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. http://earthquake.usgs.gov/designmaps/us/Summary.php?tem0 ate=minimal&Iatitude=41.0028&longitude=-72.5632&siteclass=3&riskcategory=0&edition=ibc-2... 1/1 12/19/2016 Design Maps Detailed Report EM Design Maps Detailed Report or- NEF 2012/2015 International Building Code (41.00280N, 72.5632°W) �Q'�� Au srO,p Site Class D -"Stiff Soil", Risk Category I/II/III P Z� tiG !r Section 1613.3.1 — Mapped acceleration parameters LU m � Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration.They have been converted from corresponding geometric dA x9619 mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and RG��3S1 �P6/2017 1.3 (to obtain Sl). Maps in the 2012/2015 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 1613.3.3. From Figure 1613.3.1(1) Ss = 0.155 g. From Figure 1613.3.1(2) [2I S, = 0.056 g Section 1613.3.2 — Site class definitions The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Section 1613. 2010 ASCE-7 Standard -Table 20.3-1 SITE CLASS DEFINITIONS Site Classvs !d or R. s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 — >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: Plasticity index PI > 20, • Moisture content w >_ 40%, and • Undrained shear strength s„ < 500 psf F. Soils requiring site response See Section 20.3.1 analysis in accordance with Section 21.1, For SI: 1ft/s = 0.3048 m/s 11b/ft2 = 0.0479 kN/m2 APPR®1/E® DATE 3/6/17 PFS CORPORATION. Bloomsburg, PA http.//earthquake.usgs.gov/desi gnm aps/us/report.php?tem pl ate=minimal&1 ati tude=41.0028&1 ongitude=-72.5632&siteclass=3&n skcategory=0&editi on=i bc-2012... 114 12/19/2016 Design Maps Detailed Report Section 1613.3.3 - Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa -Site VC ss -flapped-Spectral Response Acceleration at-Shoit-Feriod' Ss :50.25 Ss = 0.50 Ss = 0.75 Ss = 1.00 Ss >_ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Mote: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.155 g, F. = 1.600 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F„ Site Class Mapped Spectral Response Acceleration at 1-s Period S, :50.10 Sl = 0.20 S, = 0.30 Si = 0.40 Sl >_ 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 11.5 1.4 1.3 D 2:4'" 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of Sl -For-Site-Class-= D-and--S-1 =-0:056-gj+, = 2.400- OF -NE PAUL �y0 CO u APPRL)VED DATE 3/6/17 PFS CORPORATION 2kP c� Bloomsburg, PA 4,o Q96191 - - -00 NPS 6/2017 http://earthquake.usgs.gov/designmaps/us/report.php?template=minimal&latitude=41.00288dongitude=-72.5632&siteclass=3&riskcategory=O&editiorF=ibc-2012... 214 12J19/2016 Design Maps Detailed Report Equation (16-37): SMs = F,Ss = 1.600 x 0.155 = 0.248 g Equation (16-36): SMI = F„SI = 2.400 x 0.056 = 0.135 g Section 1613.3.4 — Design spectral response acceleration_parameters Equation (16-39): SDs = 2/ SMs = % x 0.248 = 0.166 g Equation (16-40): SDI = 2/ SMI = Z/ x 0.135 = 0.090g .��of NEyv Y PAU( O�� APPROVED DATE 3/6/17 w PFS C®1ZP®RA7°a®iv 2cs Bloomsburg, PA �4�y 09619 ��FESSI �P6/2017 http://earthquake.usgs.gov/designmaps/us/report.php?template=mi nimal8dattude=41.0028&longitude=-72.5M2&siteclass=3&riskcategory=0&edition--ibc-2012... 314 12/19/2016 Design Maps Detailed Report Section 1613.3.5 — Determination of seismic design category TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION RISK CATEGORY VALUE OF SDs I or II III IV SDs < 0.167g A A A 0.167g :5 Sps < 0.33g B B C 0.338 5 Sps < 0.50g C C D O.S09 5 Sps T D D D For Risk Category = I and Sps =0.166 g,Seismic Design Category = A TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION RISK CATEGORY VALUE OF SDI I or II III IV SDI < 0.067g A A A 0.067g :5 SDI < 0.1338 B , B C 0.133g :5 SDI < 0.20g C C D 0.20g :5 SDI T D D D For Risk Category = I and SDI = 0.090 g, Seismic Design Category = B Note: When S1 is greater than or equal to 0.75g,the Seismic Design Category is E for 'buildings in Risk Categories I, II, and'III, and F for those In Risk Category IV, irrespective of- the above. Seismic Design Category "the more severe design category in accordance with Table 1613.3.5(1) or 1613.3.5(2)" = B Note: See Section 1613.3.5.1 for alternative approaches to calculating Seismic Design Category. References 1. Figure 1613.3.1(1): http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012-Figl6l3p3pl(l).pdf 2. Figure 1613.3.1(2): http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012-Figl6l3p3pl(2).pdf OF MEIN Y LWVIRS—w APPROVED * DATE 3/6/17 PFS CORPORATION Bloomsburg,PA �p 09619T v �OF8SS1 NA 6/2017 http://earthquake.usgs.gov/designm aps/us/report.php?template=minimal8daf tude=41.0028&1 ongitude=-72.5632&siteclass=3&riskcategory=O&edifion=i Inc-2012... 4/4 12(13/2016 Search Results for Map X wFs z� g; U" , Search Results 01% Query Date:Tue Dec 13 2016 '4"' Latitude:41.0028 Longitude:-72.5632 V zL T ASCE 7-10 Windspeeds ,z,- V, (3-sec peak gust In mph*): J �21,2� Risk Category 1: 123 -g" -RiskCategory-Il: 134 Risk Category III-IV, 144 MRI**10-Year: 794, MRI**25-Year: 89 7"- T MRI**50-Year:991 MRI**100-Year: 109 ASCE 7-05 Windspeed: 120(3-sec;peak gust in mph) Axe ASCE 7-93 Windspeed: 86(fastest mile in mph) 201631 -Tsoumpariotis Wiles er hour 475 Daisy Road **MeanpRecurrence Interval Mattituck,NY 11952 of NEW PAUt 0 Usershould consult with local building officials to determine if there are community-specific wind speed requirements that govern J�A1A JF'V=.V, PPROVED�40P t DATE 3/6/17 m UJ Print your results PFS CORPORATIONBloomsburg, PA 096191 90PIESSI NP /2017 WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. k _v .......... ?hrkwbV_' 6146-, httly./Mindspeed.atcouncil orgfindex.php?opbon=com—content&view--article&id=10&dec=l&latitude=41.0028418iongitude=-72.563209&isk—category_1=123&i... 1/1 _31112017. ®®®® ypm DATE 3/6/17 BWL Design is Based upon Wood Frame Construction Manual 2015 Edition PFS CORPORATION Exterior Perforated(Type II)Shear wall(WFCM 3.4.4.2) Bloomsburg, PA Project ID# 201631 'Tsoumpadotis fl YM, ' Design Criteria; Wind Speed `� ' P NwJ=G;�135 mph Exposure Category= Use Values from Dace 216 Roof Pitch=ENNUI Mean Roof Height(ft)= 15.42, (Add a Story when Ridge>10') Dining Room tV 4-4 ZZ BWL A-1 — — O'IF: RE Y b � PAU4 Sy0,A m BATH#3 F DINING ROOM � r� G/ M PANTRY 2ND - ©;pRO�g6iS�NP�4i BWLB-1 — — — s'-0va° — — — ------------------- — — PIES S1 6/2017 Parallel to Ridge Perp.to Ridge Building Wali Elevation BWL A-1 BWL B-1 BWL 1-1a BWL 2-1 Wall Height(H)(ft)-(tall walls blocked @ 96"aff) 9.00 ;,,9.00. 9.00 , •`9.00 Max.Unrestrained opening Height(in) 80.00 108 00 1,108.00- `80.00- . Actual-Length of Full-Height-Sheathing (Li:"){ft);min length4o have aspect ration 3.6F110 64 ;; 340 - .-8:25= `7:8� } Length of Wall (Lwo)(ft) 25,46 25.46, 13.79 . 13.79,. Percent Full Height Sheathing (LFH/Lwau)"100 (%) 41.67`'7. .1 7778 -;59.83 ' %-'-56,R,_. Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(Table 3.17A)• 4.45 . 4.46. ,,8;25, 8.25, Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015(CwH) 0.84' 0-84;..,- 0,84 0,84 Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4 4 2 per Table 1.OQ , ;'0.7.4 ' „ 1.00. 1.00 3.17D(CswA) Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw'CWH'CSWA '..3.76;- ?-'2:78 696,=' Perforated(Type II)Length Increase Factor From Table 3.17E(interpolated)=W(CL) •`i X37.,- 243,", "';1,$7r Min Length Full Height Sheathing Perforated Wind(ft) (LTYPEII-w=LTrPEI•w(CL)) 5,53%' ' S. -"9.5f'=i 9113 L TYPE n with less orequal to LFH PERF", Values may have been interpolated. BWL P.1 Designed'as 16''.O1,C,Perforated,ltVail with 7116 WSf?(6looked};on:exte`,rlecfacesectlredwitjl Sd cGnlrnory 1?aifs,@'6i'rC1%C,,, 13WL'B=1 Designedas 1 6';OIC;Segmepted,Vllailwjth 7116 WSi?(Blobkedj,aiz extengr face secured with-8d commdn nails'@ 4" S1 1-1 a*,Segmented<as 18"01G,Perfofatec!Wa11`wjth 7/16"'1NSP{Blacked}on'extedar:face,securedwjth 8d CottlfnoR nails_0 ,61 :0 /C> •> JBWL 2-1;Designed as 1 6"Dlc",; egmented iNa1i with,7/16"--WSP;{Blocked)or<exte�ior face secured with 8d common nails @ 6.;010 5.50 Ft of excess BWL wall length(13.75-8.25)can be utilized by adjacent module endwall. Overturning Resistance(WFCM 3.2.3) Braced Wall Line A-1 {�vertttmingCapacity v=--_4.36; - pif wadjustedfor-sheathing(Teble-3.17D)=v/Gswa= '436-=' pif Perforated Overturning force=V=v"LTYPEii.wAwALL*H= 852; Braced Wall Line B-1 Overturning Capacity v=' 4$6 plf v adjusted for sheathing(Table 3 17D)=v/Cswa= ,, ,589, pif Segmented Overturning force=V=v"LTYPEIi-wnwALL'H= ;'4405 ,;Ib Braced Wall Line 1-1a Overturning Capacity v=" 436 plf v adjusted for sheathing(Table 3.17D)=v/Cswa= 436-n•:F pif -Segmented Overturning force=V=v'•LTYPEII-WILWALL"H= 1..1 2706""Ib Braced Wall Line 2-1 -Overturning Capacity v= 436, pif v adjusted for sheathing(Table 3 17D)=v/Cswa= 436- pif -Segmented Overturning force=V=v"LTwEII-wawALL•H= ;;; 599_;;I Page 1 3/1/2017 , APPRO!/E® DATE 3/6/17 BWL Design is Based upon Wood Frame Construction Manual 2015 Edition PFS CORPORATION Exterior Perforated(Type 11)Shear wall(WFCM 3.4.4 2) Bloomsburg, PA Project ID# 201831-Tsoumliariotis{NY), ' Design Criteria: Wind Speed(V„t)= r F3 mph Exposure Category= ,:G w Use Values from nage 216. Roof Pitch= ;12j Mean Roof Height(ft)= 26.00, (Add a Story when Ridge>10') 1st Story ------------- x LMNGROCH KRClrcH pF NEtN� _ BA � ` * CLUBRCCWFAMLYRW B®ROOMaf O — O 4 m z 0PRM'YABCVE y _BWLFI MTHRf ��OA 096191C9 ——————— - v 9OPES Sl NP 6/2017 Parallel to Ridge Perp.to Ridge Budding Wall Elevation BWL B-1 I BWL C-1 JBWL 1-1b BWL 3-1 Wall Height(H)(ft)-(tall walls blocked @ 96"aft) 900 ",9.00' : 9.fl0" 9.00 Max Unrestrained opening Height(in) 108.00 108,00 '59,00 80.00 Actual Length of Full Height Sheathing (LFH)(ft);min.length to have aspect ration 3.5/1 14.39' 25.19- 20.46 :18.29 Length of Wall (LwBn)(ft) .5410' 54.00 •33.09 , 27 67^ Percent Full Height Sheathing (LFH/LwBu)'100 (%) •,_:26.65';- "-.46,85;: Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(rable 3.17Aj 17.20 '17.20' '33.'83 '33.83 > Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015 CwH l ' 0.84 0,84 ' 0,'84 . '10,84 Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.4.2 per Table 0174,- 1 00 0;60 - O:fiO. 3.17D(CswA) Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw*CWH*CSWA -`:10:74: 3`14.52 17-.1311- ;r 17:13', perforated(TyWL)A engthjncrease_F-actor-Fwm Table-3_17E-(htern___rnIa =;W-(CL) - Min.Length Full Height Sheathing Perforated Wind(ft) (LTYPEII•w=LTYPEI'W(CL)) L TYPE 11 with less or equal to LFH SEG'==;'PERF; PERF_° _q, F "Values may have been interpolated BWL B�1'Designedas,lfi"OIC:;Segmerited Wallwith 711£"WSP(Blocked).orrexteriotface seCtred,with 8d_cgrTirrion nails@ 4;'OIG; - BWLQsigried"as;16`,`O/Ci Rerfarated Wat'I,with 7N6"tNSP:(131oCked};o[i'extetiorface sec�ied'wtii Sd cor(irion nails @ 6"'.O'/C;: ' BWL-;'l-tb,Designed as,16!;OlC,Perforated INai[swifh'7l16"WiSP(Blooked)on,exterlor face secured'wifh 8d ogmrridn nails @ 3"`.Q/C az 3-,1-Designed as i6,' /C,SegmentedWall vnth 7,%16"W8P,'(Bloc_ked)_grt exterior,face secgr'ed with 8d coraimon nails"@'3",O/C *Includes non-required 5.50 Ft from adjacent module Overturning Resistance(WFCM 3.2.3) Braced Wall Line B-1 -Overturning Capacity v= ,,436 ' plf v adjusted for sheathing(Table 3 17D)=v/Cswa= _ -;589_', pif -Segmented Overturning force=V=v'*LTYPEII-wawALL"H= ,2064 y'Ib Braced Wall Line C-1 Overturning Capacity v= 436 'plf v adjusted for sheathing(Table 3,17D)=v/Cswa= 436 Perforated Overturning force=V=v"LTYPEu-WawAU_'H= ,1637_,'.;Ib Braced Wall Line 1-1b Overturning Capacity v=' 436 ' plf v adjusted for sheathing(Table 3 17D)=v/Cswa= 727,;`u,-Of -Perforated Overturning force=V=v' LTYPEII-WILWALL"H= "Ib -Braced Walline.3-1 Overturning Capacity v= 436•' plf v adjusted for sheathing(Table 3.17D)=vleswa= ;;`?2T..:`y':plf Segmented Overturning force=V=v'*LTYP81-wLwA2H ;x4977=c-Ib Page 2 .3/112II17 - - APPR®VE® DATE 3/6/17 BWL Design Is Based upon Wood Frame Construction Manual 2015 Edition PFS CORPORATION Exterior Perforated(Type 11)Shear wall(WFCM 3.4.4.2) Bloomsburg, PA Project ID# 201631'=Tsbumpariotis(W1); ' Design Criteria: Wind Speed(Vwi)=ice mph Exposure Category= ;- » x Use Values from pane 216 Roof Pitch=97I1� Mean Roof Height(ft)= 28,00 ' (Add a Story when Ridge>10') '2nd Story � I I I I EO x c Me room BEDROW04 I °"BAIFIY5 BEDROOM 02 IF NE VV- BA7HY6 WIG'c ° VAU4 0 O NS ,r; O BEONOOM03A: -1 �/ � I i::AA-e:4i BATN01 0 OPENTOBEIDW WIC fn W Q InC4 yN 2 O 096191 NI. R�FESSI N"6/2017 Parallel to RidgEJ—Perp.to Ridge Building Wall Elevation I BWL B-21 BWL C-21 BWL 1-21 BWL 3-2 Wall Height(H)(ft) Max:Unrestrained openingHeight(in) 39,00 -41.00:'- T:39,,00-; ' 41:,00•• - Actual Length of Full Height Sheathing (LFH)(ft),min.length to have aspect ration 3.5/1 :27.25 ' 37.64' 21.33 22,78 ` Length of Wall (Lwa)(ft) 54,00 54.00 `,'2747 2767 Percent Full Height Sheathing (LFH/Lvva)*100 777757 =777.09.7_--t2,26 Tabulated Tabulated Min Length Full Height Sheathing-Segmented wall(LSW)(Table 3.17A)* `.8.85, 8.85'; 17:43 17,43 Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015 CwH •0.84 0,84 '- 0,84, 0,84 ' Shear wall Adjustment for other sheathing materials than ones specified in Section 3 4.4 2 per Table 1.00 1 Ott 1:Op, 1.00 3,17D(CswA) Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw*CwH*CswA :;`;7.47 7.47'` ~1,4,7.1 .°`14,x`1.= Perforated pe II)Length Increase Factor From Table 3 17E Inter olated)=W CL 4127 °T.QS'= Min Length Full Height Sheathing Perforated Wind(ft) (LTYPEi1-w=LTYPEi-w(CL)) e9.45'.' .1 s L TYPEu with less or equal to LFH 'RERE, ^'PERF' F,PERF Values may have been interpolated. BWL-8-2 Designe?}as,18'''OIC,-Perfol�ated Wiii with M6"W6PJ616ciced)on exterior face secdred,with8'd- mmon.nalls�@'6"0%C; 9WL>✓;2 Qesigne8 as 16"0 C,Perforated.Walt�widi 71.1,H"WSP(BI©pked)�[ aXteciar"€aca secured.ivith Sd comino6 naris'@ 8";O/C'` BWL; -2 Designed as 18".OIC;#?erforated Wallwitl17116'_'WSP(Blocked}on exteeior face-seoured with 8d'commi n nails:@ 6"•06 , iNL;3-E-.1 l.%d dd�as,16"O/C;,Perforated,;1Na11 v+nttl 7/16:'WSP(Bloi ked)op exterior face secured u th.8d commoh halts @ Overturning Resistance(WFCM 3.2.3) -Braced-Wail 1 ine R-9 -Overturning Capacity v= 436 plf v adjusted for sheathing(Table 3 17D)=v/Cswa= -43fi ,`.pif -Perforated Overturning force=V=v"LTYPEti-wawALL*H= ;;649,;. Ib Braced Wall Line C-2 -Overturning Capacity v= ;436 - plf v adjusted for sheathing(Table 3,17D)=v/Cswa= _ '436 plf -Perforated Overturning force=V=v'*LwPEO-wi wALL*H= Braced Wall Line 1-2 -Overturning Capacity v= ' ,436 plf v adjusted for sheathing(Table 3 17D)=v/Cswa= 43F;? ,.plf -Perforated Overturning force=V=v'*LTYPa1-wa.wALL*H= ;'21'82`_Ib Braced Wall Line 3-2 =Overturning Capacity v= '-436' plf v adjusted for sheathing(T9ble73-17D)=V/C8wa= _q36;';:, p1f -Perforated Overturning force=V=v'*LTYPEII-w&wALL*H= t) 2: Ib Page 3 i Electrical Load Calculation Form: Date: 27812017- Performed By: 6KW Mfgr: Modular Steel Systems Project: 201631 -Tsoumpariotis(NY) Model: Air Conditioning * HVAC ON SITE 10000 Central Electric Space Heating ( 0 x.65) * 0 Less Than Four Separately Controlled Electric Space Heating_Units ( 0 x.65) * 0 Four or More Separately Controlled Electric Space Heating-Units ( 0 x.40)-* 0 *_Use the larger_of.the_air_conditioning"or_the_ diversified demand of the heating load. Other Loads: Watts or Circuit Wire General Lighting W L Volt-Amps- Ampacity Size 1 st Story ( 1750 x 1 x 3) 5250 15A 14-2 2nd Story ( 1403 x 1 x 3) 4209 15 A 14-2 Foundation ( 0 x 1 x 3) 0 15 A 14-2 Small Appliances ( 4 x 1500 ) 6000 20 A 12-2 Dishwasher 1200 15 A 14-2 Washer 1500 15 A 14-2 Range 8000 40 A 8-2 _ Dryer 5000 30 A 10-2 0 N/A N/A 0 N/A N/A 0 N/A N/A FS-, APPROVE® 0 N/A N/A 0 N/A N/A DATE 3/6/19 PFS CORPORATION Subtotal: 31159 Bloomsburg, PA First 10 INV of other-loads-@ 100% _ -10000 r -OF NE's y Remainder of other loads @ 40% ( 21159 x.40) = 8464 PAUL 0 0 Heat or A/C from Above: 10000 *g x,20 tiG �o * Total Calculated Load: = 28464 2 z Required Service Size: 28464 — 240 = 118.6 Amps N C? ,o SOK Site Installed Panel Size = 200 Amps R�FESS1 NP 612017 Max panel amps @ 80% = 160 Amps NK L /�- PE#004654970, 046 49 NARDO,P.E. DESIGN NOTES: k EUlNnUX Lu"' UVERED ROOF SYSEM ' INTERNATIONAL BUILDING CODE(2015) j + NEW YORK BUILDING CODE(2015) Al CD ' r r�� •® 1. WIND PRESSURES HAVE BEEN DETERMINED BASED ON CE ROOF OVER OPEN STRUCTURE,OBSTRUCTED WIND FLO ISD SIG K BEgttDO;;P.E. 9 PRESSURES CONSIDER WIND LOAD FROM Vuft=140 MP ,3= ECO1 11 ( GUST(Vasd EQUIVALENT= 109 MPH), IN EXPOSURE'C' NG FJn PrrONLY U.N.O SIMULTANEOUSLY WITH 20 PSF ROOF LIVE LOAD,DIR A t#' IL ORJ IN NGINEER SEAL 2 EXISTING HOST ! FACTOR Kd=0.85 G=0.85, Kz=0.85, Kzt=1 0, 12'MRH. , f STRUCTURE�� 2. SNOW LOAD = 20 PSF �4„_0" Max GENERAL NOTES: tu 1 1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE A- FABRICATED ® X 2 f ti LIGHTS (BY- ; 8I FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS LL q o �n) vi LIGHTS(BY '( OTHERS) OF THE REFERENCED INTERNATIONAL BUILDING CODE(2015). �°Z In W[n ? STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL 3: W m MATERIAL SPECIFICATIONS: OTHERS) ; � 2 s 2 � - { �Wo m (i 3, GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND - BEAMS, PURLINS, COLUMNS..... 6061-T6 FANS (BY I I >U r' I CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY I LIGHTS (BY OTHERS) I Q W o -ALL OTHER EXTRUSIONS .,........ 6063-T6 i C9O. °z ( FANS (BY 3 APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND.STATED r -FASTENERS ................... ........SS 304 i OTHERS) (2) 2"x8"x 1/$ OTHERS HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED I N C m W AMERIMAX EQUINOX 6061-T6 ALUM a f ENGINEERING. :( _g.-r J w a STORM WARNING REQUIREMENT: ( { MIN PURLIN,TYP. 2. NO 33=1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN `' H r� w I R I PATIO COVER, , T -ry -'-mom= { LOUVERS SHALL BE ROTATED TOA BY OTHERS TYP. !� "�'- USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION ! It o (( lu 190° POSITION DURING ANY NAMED _ i F = . Ii8"0 (STORM OR EXCESS SNOW EVENT TO i{ ! =' .__,:___--=W._=_e.,- -.-.,I "- - _ = - - �E -- },/P. i . i _ ._- = - - A 3 ORENGINEER NG EXPRESS HAS HO6 HAS BEEN USED FOR OT VISITED TOD OHIS JO SITE R DESIGN. W�� a f IL rq -� I INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR , IL a 1 PREVENT EXCESSIVE UPLIFT AND/OR `- -- __..___._. . _.~_W_ _ _____ f Iv . _ __ ____._ .__-_ _ -_ _ __ __- {; _ _ __ ___ I SUPPLIED DATA AND MEASUREMENTS ENGINEERING EXPRESS SHALL W GRAVITY FORCE ON THE M _ _____.___._.._-____ - - - - - --,I _ .- f NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS uj 1FREESTANDING ROOF SYSTEM -+ - I _. _ ._- ____ OR INACCURATE DATA OR MEASUREMENTS WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION ENGINEERING EXPRESS SHALL III ._ -`- ____. .._„ •' '�".mm c� FOUNDATION NOTES: (WHERE APPLICABLE) i; _•-- --- - ,I - -- - -",� BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR I; 1. CONCRETE FOR FOUNDATION SHALL BE " =_ - - _ _:_-_:_. -, ;. SII ; �'- {E WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR I -(2) 2„x8„x I8" t 7 !- .,_.___ t 3,D00 PSI MINIMUM. I ' 6061-T6 ALUM i 1 i - '- ' _ t TO MODIFICATION OF EXISTING FIELD CONDITIONS AND I,t 2. FOOTING DESIGN BASED ON ASSUMED f j I! 2 - - -`= FABRICATION AND INSTALLATION OF MATERIALS. SOIL BEARING CAPACITY OF 2,500 PSF. 1 MIN CARRY ( 4. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE t BEAM,TYP. p 3. SLAB/ FOOTING TO CI POURED OVER . 1' Y NP j' _ _ _ - i IMPOSING LOADS ON ROOF,INCLUDING BUT NOT LIMITED TO ANY �d -- WELL COMPACTED &FILL FREE OF (J r CRITERIA. CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN i - ORGANIC MATTER SOIL. MAXIMUM SIZE 1 IT-5" 10'-4"- 8'-4"- 5. LOUVERED ROOF SYSTEM SHALL BE PER N.O.A# 15-0406.01 BY Lu > OF ANY ROCKS WITHIN 12" BELOW THE TYP -32' 6-1/2" MAX.-- --- - OTHERS OR BY SEPARATE ENGINEERING. SLAB SHALL BE 3" MAXIMUM IN G3. 2 l 6. ALL FASTENERS TO BE#10 OR GREATER ASTM F593 COLD ` 4. ALL REINFORCING STEEL TO BE GRADE 60. 7"x7"x%" 6063-T6 ALUMS WORKED 410 STAINLESS STEEL,UNLESS NOTED OTHERWISE. f. � U) MIN POST BELOW,TYP. FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE I 5. SPLICES SHALL BE 48 BAR O AND gg�� ATTACHED I � uI CONTINUOUS AROUND AL CORNERS AND H OST ATTACHED CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH O � CHANGES IN DIRECTION. 1 EQUINOX LOUVERED ROOF I "SPECIFICATIONS FOR ALUMINUM STRUCTURES"SECTION].3 1 BY I < a ^ Q i THE ALUMINUM ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL, En 1 PLAN VIEW STATE,AND/OR LOCAL CODES. 7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN.SPACING 3 TO ADJACENT ANCHORS,UNLESS NOTED OTHERWISE. !: D 8 8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITHLn os m -32'-6-1/2" MAX. PROJECTION -; MANUFACTURERS'RECOMMENDATIONS. EMBEDMENT SHALL BE AS i NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE o �J 13'-5" 10'-9"- -4- 8`-4" -'' ,-� 13'-10" MAX. PROJECTION EXCLUDES STUCCO, FOAM, BRICK,AND OTHER WALL FINISHES. 1 9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. AMERIMAX i 1 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL ( AMERIMAX -/ ' MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. g I EQUINOX PATIO I- I I15� ' , ;SHS I- EQUINOX PATIO 2 C, 11. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER OR * I , o z -- = , { i COVER,TYP. j { (D Q o I COVER,TYP. BETTER UNLESS NOTED OTHERWISE.Lu yo w I j _ ' 12. ALL LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM j pj a w N = I X A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy=55KSI. I Y'm , g CL ¢ ' I I ( A j Q 13. ALL CONCRETE AND EPDXY TO REACH A MINIMUM _ �•o a I l I COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS. POST, TYP. !! i 14. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM o { I ! COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.AND SHALL BE wi �- POST,TYP. ! i j I MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY '- DECK r ' I r _ i AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF ff W t k EXISTING DE._K I 1 � EXISTING DECK f I I THE CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND Mgt- (BY $ o (BY OTHERS) l `� -_�- ( - (BY OTHERS) C -` NON-REACTIVE. CONCRETE FOOTERS SHALL CONTAIN MIN 0.1% " a * FIBERMESH ADMIXTURE PER CY. x wi { c EER-SEAL AFFIXED HERETO VALIDATES STRUCTURAL < I I E 1SIAff ONLY. USE OF THIS SPECIFICATION BY - I D 17,�,�, ff W zTYP. v k "3 QON , t. I INDEMNIFIES&SAVES HARMLESS THIS �'- 3 ' ENGINEER FO L OST&DAMAGES INCLUDING LEGAL FEES& " CAPYRIGHT ENGINEERING EXPRESS ®ST ®��E® u p�pT/� �( f APPELLATE FE ULTING FROM MATERIAL FABRICATION, SYSTEM g I �1®�T S'i 7 I H�! 1 ED 1, - RF QN, & ON RUCTION PRACTICES BEYOND THAT WHICH IS 17-5351 EC I ICAIQ!$ (FOR BY LOCAL,STATE,&FEDERAL CODES&FROM 2 EQUINOX LOUVERED ROOF 3 EQUINOX LOUVERED R®®F �: N.T.S. 11 DEVIATIONS OF THIS PLAN. ,, of E SIDE ELEVATION 16 EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL FRONT ELEVATION 1 v, 1 ,�„___ _ �_•• CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. u r N TOWN OF� ' (4)#14 SMS SS FRANK L BENNARD0,P.E. 3d4 EQUALLY E#DD46549 (4) #14 SMS SS 304 -SPACED PER CLIP, (4) #14 SMS SS --- - t 304 EDALLY EQUALLY SPACED PER —. t 1" FROM ENDS Q 2"x8"x%" SIDE, 1"FROM ENDS (2)2"x8"X1/8" SPACED PER CLIP, ALUMINUM ALUMINUM BEAM j` 1" FROM ENDS BEAM 1 '� -ksj t s = ' ;- /L017 h f ! 2"xs xYs° ALUMINUM a E mm f BEAM RDO,P.E. i (2) #14 SS 304 ! +1t _ALUMINUM i 3 35PaR� ; 170NLYUNO. SMS @ 12"O.0 � / SLEEVE CUP t I 1.250 c-1 ��v ' ofu iwu�cmEER ° {I� MAX,2" FROM EQ ° ; s "` J 'tD ; S i f (4) #14 SMS SS 304J ` © = ENDS MIN. ° ° EQUALLY SPACED tD _ � f EQ ^PER SIDE, i"FROM ,✓ �'�t' ?J q'f 1I (� W EQ ENDS ap '-� cy 1;56 �[yyv aZ w Ln 0.065" . 1 = w Q� ? z ALUMINUM �f (4) #14 SS 304 SIMS }--}1.168" t m [9 Q w SLEEVE CLIP \` EQUALLY SPACED, EQUINOX �N p p m w� W (2) PERSIDE 2 PURLIN BEAM CONNECTION 3 ALUMINUM LOUVER Ww M1 �\ (8) #14 SS 304 2 N,T. LL S DETAIL VIEW 2 N.T.S DETAIL VIEW L Of i ��—SMS EQUALLY ic p W � 4 � SPACED ad to W _7"X7"X1/8" 1, ALUMINUM POST 8" EQUINOX ROTATING 1 DOUBLE BEAM POST CONNECTION 0.125" ¢� �LOR ER, 15-0406,01l MT 2 N.T.S DETAIL VIEW �p�' (I �' 2"x8"x!/8" I ALUMINUM— uj vi > m j BEAM i ! 5 0 Q z I © } r u #12 SMS @_ -� Lu (1) :b 1- ! 24" O.0 (TYP.) u p L _ < UP TO 2" �__-4 FROM 1.75"TO 3.75" NON-STRUCTURAL RAIN GUTTER 4ALUMINUM SLEEVE CLIP 6 L�U!/ERS TO BEAM N y 2 N.T.S DETAIL VIEW DETAIL VIEW 0 a U m an r a po SII y _(2) 2"x8"x1/8" 8" EQUINOX ROTATING (2)1/4"0 LAG SCREWS a ALUMINUM BEAM Q WITH 1%4" EMBED, 21i° xm pi �--LOUVER,ATTACHMENT " 1/" r—EDGE DISTANCE _ m X59 Q - 2X8"X/a' 0 uL W o W PER NOA 15-Q406.01 ALUMINUM-- ( SPACED 6"FROM ENDS in BEAM l t AND 24"O.C, z;a ; i1 E io� d � \ (2) #14 SS 304 SMS @ � ` �--,-�� I � � S i a + -- 12" O.0 MAX, 2" FROM E 8" EQUINOX f _ o > ENDS MIN. i I ATTACHMENT PER � t t #12 SMS @ =-._-- NOA 15-0406.01 ¢ F E E 24" O.0(TYP.) -' ! EXISTING NON-STRUCTURAL RAIN GUTTER COPYRIGHT ENGINEERING EXPRESS? NON-STRUCTURAL WOOD HOST � ` �#12 SMS @ 24" 17-5351 ' RAIN GUTTER STRUCTURE O.0(TYP.) 7 DOUBLE BEAM CONNECTI®N 8 LOUVERS T® BEAM N9 BEAM TO HOST S�«: N.T.S. of 2 N.T.S DETAIL VIEW 2 N.T.S DETAIL VIEW 2 N.T.S DETAIL VIEW N a FRANK L 0,P.E. PE#0046549 8 NARDO,P.E. I FOR I PERMIT ONLY U.N.O. -L-YMTH ORIGINAL ENGINEER SEM nn cn 0"v co 2"X8"ALUM. t��ql 1 11 (9 BEAM-----\ 355 _" m 4 2 IT �®BELOW DECK 6061-T6 ATTACH TO TOP m, 9 N ALUMINUM POST PER PLAN OF EVERY TRUSS WITH(2)5/6" 3�— W _71 LAG SCREWS, LZU o DECK PLANKS, BY OTHERS TEKS :�'U Z tu (6) #14 WITH 3"MIN <-U- - — jII/ PENETRATION Z <w Lu — [9co , AND 3"MIN 4.cJ %0 > SPACING Wuj tu A ii i (4) 3/8" 0 SS i- ui I_j�r Ln 7 � z LL q A &WASHER E 0 U) ac � Lu THRUBOLT W/ NUT DECK JOIST 2X8 _ �--� �.�� t6 �t p a i w --MIN. (INTEGRITY BY fij OTHERS) 1.5"MIN! 1 1/2" MIN POST CONNECTION TO HOST — BEA-M TO ROOF SCALE: N.T.S DETAIL VIEW 3CONNECTION ui k 3 j N.T.S DETAIL VIEW 0 o z uj uInwcYi CL u U) 0 Ln 2"X8"ALUM. < U) BEAM a 6061-T6 by z #14 2 (6)TEKS 33/4"x33/4"COLUMN ALUMINUM POST PER PLAN —BRACKET W/(6) (4) 3/8" 0 SS *14 TEKS PEP,SIDE BELOW DECK THRUBOLT W/ NUT &WASHER POST 3/4" 2 1/2"—t7�-3/4 PER- 15'911 0 11 < PLAN 4"xll)"k/ 14"THICK 1 o i1 ZD 6061-T6 ALUM Z a is. PLATE �gg U.1 4 Volin a: ATTACH TO TOP OF TRUSS AT DECK JOIST POST LOCATION WITH (4) /16" —(INTEGRITY BY TYF 5 1/8rll iv SCREWS,WITH LAG 1 1/2" OTHERS) >: 13/4" MIN THREAD PENETRATION S2 A lu POST THRUBOLTS AND 1%"MIN 9 (' SPACING r0PYlUG-4T ENGINEE;FUNG,EXPRESS G SCALE: N.T.S SECTION VIEW POST TO ROOF 17-5351 E 2 CONNECTION SCALE: N.T.S. 3 N.T.S DETAIL VIEW OF cq REVISIONS: RIDGE VENT rr 12 12 ® ., W Ln Ut d- m}- W Lu 12 _ Q R/ 12 NEW METAL ROOF AND NEW PANELIZED .ROOF Q COLUMN SYSTEM AS --- --— -- - SYSTEM AS SELECTED BY SELECTED BY OWNER OWNER [T ® ® NEW WOOD STEPS AND 101, RAILING AS SELECTED.Ti - ° - - --NEW WOOD STEPS AND BY OWNER W - RAILING AS SELECTED BY OWNER U 01 11J C) 0000 0000 0000 0000 00000 00000 00000 O >000 00000 00000z OOOC>O 00000 00000 00000 000000 000000 000000 00 000 000000 00000 O PORCH ELEVATION 51DE ELEVATION Ln � 3 SCALE: 114"= P-0" SCALE: 1 /4"= P-0" Q— (n = z O_ 6" 3'-11 1/2" Oboos ;i O boos „__, ` cn cco o � � 2 X 10 LEDGER o -�- LO r� 6 X 6 P.T. POST ON XZ'6 z V J 10 CONCRETE SONOTUBE ONLLJ J�2�1Ndd LLJ �, / o J�2�1Ndd 18" X 18" CONCRETE PAD ® c3 0 r U FOOTING W/ (3) #5 REBAR x o 10 EACH WAY (TYP. FOR 9) 04 � i 1i00N �0 �'/°� 2 X 12 MOON 10 /°\ V J 00 10 DECKING AS SELECTED BY OWNER L_ _l L_ _l O � _ _ ® 7" COLUMN AS SPECIFIED BY d ROOF MANUFACTURER ON °' 13'-5" 10'-9" g'_4" 00 £# HldB o N "0 24" X0248 CONCRETE PADON £# HldB O i\ I v J FOOTING W/ (3) #5 REBAR [L 7" COLUMN AS SPECIFIED BY O n z ROOF TYP. FOR 4 EACH WAY (TYP. FOR 4) R D _ 2 X 12 I 8 -4 2X 10 LEDGER p-- M HANDRAIL AS o l— "' SELECTED BY OWNER I I DRAWN: MEF T2 2 X 12 r- —I 2 X 12 ;�, SCALE: AS NOTED DATE: 9/ l/20171 / z 0I 13'-5" 10'-9" 9'-4 1/16" 9'-4 1/16" 9'-4 1/16" 14'-4 1/4" 9'-10 1/2" 24'-0 1/2t 5'-p" yo- 33'-0" 20'-3 1/4" af;; 53'-3 1/4" .r41 - PD, SHEET NUMBER: c. E fOUNDATION/fRAMING PPOf�CH PLAN 1 2 _ T ,Y SCALE: 114"= I '-011 SCALE: 114"= P-0" �� vrIrrc�$ � L� (4( 5I 3 TYPICAL ROOF CONSTRUCTION: REV151ON5: ARCHITECTURAL SHINGLES AS SELECTED BY OWNER OVER 30# FELTS OVER 3/" CDX 12 7 PLYWOOD OVER NEW 2 X 6 ROOF RAFTERS (STRA-- TO BEAM WITH SIMPSON 1-110) ANCHOR RR & CJ TO 2 X 6 CEILING JOISTS @ 16" O.C. 2 X 8 LEDGER WITH SIMPSON LUS 28 (2) 2 X 10HEADER CEILING AS SELECTED 8" HP&G (OR SIMILAR) PERMACAST COLUMN wo BY OWNER FASTENER REQUIREMENTS: PAILIPZ AS SELECTED BY OWNER 0 MODEL NO. – AC4 (4X4 POST/COLUMN TO 4X BEAM) 1\�STALLED PER MANUF. SPECIFICATIONS EXISTING MODULAR FILL ALL HOLES W/ MANUFACTURERS RECOMMENDED 0 CONSTRUCTION AND PER 2015 NYS BUILDING CODE FASTENER REQUIREMENTS: FASTENERS -co .0 MODEL NO. – H8, 18 GA. LOCATED 00 0 0 PORCH DECK CONSTRICTION: (2) 2 X 8 WITH 0 0 @ EACH STUD MODEL NO. – AC16 (6X6 POST/COLUMN TO 6X BEAM) 3" MINIMUM, DECKING AS SELECTED BY 112" FLITCH PLATE OWNER OVER2 X 8 FILL ALL HOLES W/ MANUFACTURERS FILL ALL HOLES W/ MANUFACTURERS RECOMMENDED SIDECOVER CD 12" O.C. RECOMMENDED FASTENERS FASTENERS FASTENER REQUIREMENTS: 2 X 8 RIM BOARD MODEL NO, – CBSQ46–SDS2 NEW 2 X 10 PT LEDGER FILL ALL HOLES W/ ANCHORED WITH SIMPSON GRADE MANUFACTURERS RECOMMENDED LU Lo TITEN HI) 2 X 12 STRINGERS (TYP-. FOR 3) FASTENERS p QD c' cl 2 X 8 JOISTS (cb 12" O.C. \---12" X 112" CONC. PAD 9' < 'ER AND in ANCHORED TO LEDGER N x 0 co BEAM WITH SIMPSON LUS 28 8 X 8 ACQ POST ON 10" POURED CQ CLI CONCRETE SONOTUBE ON 18"X18"X12" LLJ POURED CONC!R'ETE )AD FOOTING WITH (3) #5 REBARS EACH WAY (BEYOND) (n 5TRAFF1 NG DETAILS ry ft- 0 CK055 SECTION 6 7 5 )f 5CALE: 114"= I '-011 ( 5CALE: 114"= 1 '-0" ry uj - - z Lu C) ry (f) D C) Ln < 771 -Li-LA ----------- IL Lj"l I LIH , 7171H F-171 =EJ ll+flk I El - - - - - - - - - - - - - - - - - I 1=1 V= Z= 0 U '7'3f�/7 =71 8 H B&G (OR SIMILAR) - RAILING AS SELECTED BY OWNER Lu PERVACAST COLUMN INSTALLED PER MANUFACTURER'S 0 (TYP. FOR d) RECOMMENDATIONS AND 2015 NYSRC 77 0 FRONT ELEVATION PARTIAL Lu R/ 0 3 ""il, _�� O LL- 7- 5CALE: 114"= 1 '-0" �" 5CALE: 114"= 1 '-0" o U-i > 0 wOPEN TO ABOVE OPEN TO ABOVE 0 01 \0/ BATH #1 BATH #1 o �, 19'-2"x5'-0" 19'-2"x5'-O" ry :;7 IL 1 11 GARAGE 24'-0"x24'-0 2 X 10 LEDGER U DRAWN: MEF 5CALE: AS NOTED Ln 00 (2) 2 x 10 WITH x (p) DATE: 7/21/2017 iv 1/2" FLITCH PL 3" H9&G (OR SIMILAR) RAILING AS SELECTED BY OWNER 10" CONC. SONOTUBE ON 18" I(TYP. COLUMN INSTALLED PER MANUFACTURER'S ""�'-12" X 112" CONCRETE PA':` WI X 18" X 12" CONCRETE PAD TH (3) #5 REBAP EACH WAY (,TYP. FOR 4) RECOMMENDATIONS AND 2015 NYSRC 3 �2_ 2'9'-6 112" A-1 (TYP. FOR 4) 7 1 L OF 39'-6 1/4" 7 112" 9'_3 1 2" 14'-5 7/8'' 14'-5 7/8" 71/2 OP N- \_'.'___ATTACH 2 X 12 STRINGERS 3,)'--6 1/4" Sf iEET NUMBER: TO DECK WITH SIVSPON LSCZ WITH (8) 10d NAILS FORCM FLAN FOUNDATION FLAN A. I 5CALE: 114"= 1 '-0" 5CALE: 114"= 1 '-0" �r®owagarww IZEVI5ION5: TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: ARCHITECTURAL SHINGLES AS SELECTED BY ARCHITECTURAL SHINGLES AS SELECTED BY OWNER OVER 30# FELTS OVER -l4" CDX OWNER OVER 30# FELTS OVER Y4" CDX PLYWOOD OVER NEW 2 X 8 ROOF RAFTERS PLYWOOD OVER NEW 2 X 8 ROOF RAFTERS O ' (STRAP TO BEAM WITH SIMPSON H10) _..,......_ (STRAP TO BEA'1 WITH SIMPSON H10) ° :° FASTENER REQUIREMENTS: O - 7 2 X 8 RIDGE 2 X 8 RIDGE MODEL NO. — AC4 (4X4 POST/COLUMN TO 4X BEAM) 0 ' FILL ALL HOLES W/ MANUFACTURERS RECOMMENDED ' °, `. ° 2 X 6 CEILING JOISTS C 16 Q.C. 2 X 6 CEILING JOISTS C 16 O.C. FASTENERS Qq ' MODEL NO. — AC6 (6X6 POST/COLUMN TO 6X BEAM) O FINISHED CEILING FINISHED CEILING • FILL ALL HOLES W/ MANUFACTURERS RECOMMENDED (2) 2 X 8 HEADER (BEYOND} ° (2) 2 X 8 HEADER FASTENERS -•--•--.............___ —„ _ — WRAP BEAM WITH AZEK --- - - _— 3" MINIMUM CL/SIDECOVER a a 8" HB&G (OR SIMILAR) PERMACAST COLUMN COMPACTED GRAVEL Bfl fl 8" H8&G (OR SMILAR} PERMACAST COLUMN °gyp ; • Cly Da Q. ? U< o p r t Ln STONE PORCH AND STEPS ° 0, 10 o AS SELECTED BY OWNER N < .. ...L ; 'a a : " s:r ..._ CLEAN COMPACTED SOIL o UH ° .� = r':: .; ,. •: g — o FASTENER REQUIREMENTS: ry LL. :. f. .. ,: , . • ..,.. a ¢.' -:sen".5 s ✓s °00 MODEL NO. — H8, 18 GA. LOCATED REQUIREMENTS: MODEL N0. — CBSQ46—SDS2 GRADE ' e b EACH STUD FILL ALL HOLES W/ 3'.; _•. FILL ALL HOLES W/ MANUFACTURERS ;` ;;;•. I"`',. a ; . o MANUFACTURERS RECOMMENDED Lu RECOMMENDED FASTENERS FASTENERS CRO55 5ECTIOIN CIS. SECTION SCALE: 114"= ! '_0" SCALE: 1/4"= ( '_a" 5TRAPPING DETAIL 5 SCALE: 114"= 1 '-0" Lu Lu D --� Q z o oz 0 e _...._..----..... _.... .......__ --- I F-EFF FT -11 Luu-1 - 00 0 te\ W LLJ V I-- o U c f KONT ELEVAV-10N P ,T I A L 51 D E E L V AT 1 0 IN' SCALE: 1/4"= 1 '-0" SCALE: 1 /4"= 1 '-01' C) o ` LLJ OPEN TO ABOVE �'``� OPEN TO ABOVE .s' BATH #1 f'°� 0 19'-2"x5'-0" Lz GARAGE 24' 0"x24'-0" '• ' DKAWN: MEI SCALE: A5 NOTED ai' DATE: 7/21/20 1 ' -00 8 CONCRETE FOUNDATION WALL c•, 8' HB&G (OR SIMILAR) >. PERMACAST COLUMN ON 16" X 8" CONTINUOUS FOOTING :. (TYP. FOR 4) ••'�:.•� 0 G wl� jtr 7 1 2" 7 l 5 � SEP 10'-6 1/2" A-1 STONE STEPS AND PORCH AS SELECTED BY OWNER BMDI G DE SC-IFFY I`JUMBEI~,: TOWN OF SOU'TUOLD PORCH LAI` foulKN' D.A- \- -rll0 'N' L " A- 114"= 1 '-0" SCALE: 1 /4"= 1 '-0"