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Home My WebLink About42845-Z FF04.46,� Town of Southold 4/22/2019 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40340 Date: 4/22/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2550 Delmar Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 127.4-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2018 pursuant to which Building Permit No. 42845 dated 7/6/2018 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 PORCH, ATTACHED GARAGE, OUTDOOR SHOWER AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Jill Tapper of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0023 04-16-2019 ELECTRICAL CERTIFICATE NO. 42845 03-18-2019 PLUMBERS CERTIFICATION DATED 03-05-2019uke Bugdin nth Signature o�gU o TOWN OF SOUTHOLD Xa BUILDING DEPARTMENT y 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#: 42845 Date: 7/6/2018 Permission is hereby granted to: DeLuise, Ann 511 E 20th St New York, NY 10010 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2550 Delmar Dr, Laurel SCTM #473889 Sec/Block/Lot# 127.4-25 Pursuant to application dated 6/27/2018 and approved by the Building Inspector. To expire on 1/5/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,757.60 CO -NEW DWELLING $50.00 Total: $1,807.60 Building nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing'land uses: I Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C- Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-5.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential 515.00,Commercial$15.00 Date. D6&&— New Construction: V Old or Pre-existing Building: (check one) } g Location of Property: x550 OrLMR Piz ir'TtU RV'L- House No. aa�b Street Hamlet nn Owner or Owners of Property: 1�L� ��1 PUR Suffolk County Tax Map No 1000,Section I TI Block (04 Lot M— Subdivision Filed Map. Lot: Permit No. tt?V5Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted:$ g5I/.9, qcu/ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .®�� roger.richert(cD-town.southold.ny.us ® 811 Y®9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Jill Tapper Address: 2550 Delmar Dr City: Laurel St. New York Zip: 11948 Building Permit#• 42845 Section 127 Block: 4 Lot, 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Anything Electric License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures Smoke Detectors 1 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: NEW MODULAR HOUSE Notes* 15-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker Inspector Signature: Date: March 18 2019 81-Cert Electrical Compliance Form As 7 Town Hall Annex Telephone(631)765-1802 jW 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 1 5 2019 TOWN OF SouTiIGA-Z CERTIF.ICAT-10-N Date: L Building Permit No.,- Owner:L TAM (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)' Sworn to before me this day of thr,�-/C-jh 20 1 ------------7 Notary Public, "�UPPD.19 'County BARBARA H.TANDY Notary Public,State Of New York No. 01TA6086001 Qualified In Suffolk County Commission Expires 01/13/20_a C NEW YORKBUILDING D _ IGROUP T E C H N O L O G Y D APR 1 5 2019 Affidavit Of 2015 IECC Compliance Date: 3/29/2019 MITI MMIG,F)ERgs 1. TOWN OF SOL7H' DLD Inspection Address: 2550 Delmar Dr., Laurel NY 91948 This is to Certify that on 03/29/2019 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: :53ACH Conditioned Floor Area: 1 1633 Blower Door Test Result: 609 Conditioned Volume: 1 13064 Leakage in ACH50: 2.8 402.4.1.2 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 of conditioned floor area. System 1: Main Leakage CFM@25: 58 Supply R-value: 4.2 Return R-value 0 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: CFM@25 Leakage Limit: I 65.3 CFM@25 *** EXCEPTION-AU ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA 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 1 NEW YORK BUILDING I;, D T E C H N O L O G Y ! ` � GROUP u APR 1 5 2019 ' Jill� �.x Affidavit Of 2015 IECC Compliance Date: 3/29INR 0J',S®UTi10'' Inspection Address: 2550 Delmar Dr., Laurel NY 11948 This is to Certify that on 03/29/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 11 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: :53ACH Conditioned Floor Area: 1 1633 Blower Door Test Result: 609 Conditioned Volume: 1 13064 Leakage in ACH50: 2.8 402.4.1.2 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 of conditioned floor area. System 1: Main Leakage CFM@25: 58 Supply R-value: 4.2 Return R-value 0 System 2: Leakage CFM@25: Supply R-value: lReturn R-value System 3: Leakage CFM@25: Supply R-value: IReturn R-value Total Combined Leakage: ICFM@25 Leakage Limit: 65.3 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: IPASS Signature of Certified RESNET HERS Rater: HERS QA 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 r New York Building Technology G ' I u NEW YORK �e,�� 4 (BUILDING D 1 OGY 4 A 0 0 P T I. 3 95-0289T ( 1 9DD Combustion Safety Testing Form APA 1 5 2019 Certified Home Address: 2550 Delmar Dr City: ,-.,.;Laurel_ Multi-Unit Bldg ID: Multi-Unit IRTl'Y1'3 O' 3G17'f a,'-)+,e a Builder Name: Turn Key Modular Homes Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 03/29/2019 Outdoors Temp During Test: 56 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 in notes) NOTES: i eating System Primary:Yes x No Tvpe:Furnace Boiler x Heat Pump Other E tcienc Fuel Tvpe2 Ventinz Tvpe] Dra t S iP llage Sip llage CO CG (Circle Tj4-pp.) Pascal orst Case atural (Worst Case) (Natin Rating:95 AFUE N P X O_E_ N V_M_S x NA Pa Pass X Fail_ Pass X Fail_ NA PPM NA 1 Primary:Yes x Tv pe: Standard Tank_Indirect_Tarikless_ Size: Style4 Common Ver Water Heater No_ Instantaneous x Commercial—(See Note 5 below) (Gallons) Stand Alonc E tcienc Fuel nye2 venting Tvpe3 Drat S ilia a Sia!laze CO CL Pascal (Worst Case atural orst Case stun EF: 95 N P X O E N M S X NA Pa Pass X Fail Pass X Fail NA PPM NA 1 Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No_ Oven CO 33 PPM 1 Ambient CO(During Oven CO Testing) 0 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 O=Oil E=Electric 3Yenting Type: N=Natural/Atmospheric 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 maximum-modeled EF of.48 ,r Rater Name: ( Rater Number:X33 I 1 Rater Signature: Date: ' Apr 01, 2019 .. New York Building Technology G ' '. 159 Rt.25A, Bldg. 1 Su NEW YORK ; IBUILDING Miller Place, NY V 4' ® .' TEC 1#N 0L 0 GV 4 R O U 7 Tel.(631)495-0289 Fax(631)389-: Combustion Safety Testing Form Certified Home Address: 2550 Delmar Dr City: Laurel Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Turn Key Modular Homes Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms:f more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 03/29/2019 Outdoors Temp During Test: 56 OF CAZDWressurization (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 in notes) NOTES: eating System Primary:Yes x No Tyae:Furnace Boiler x Heat Pump Other E tcienc Fuel TWe2 Venting Tvne3 Drat S i�llaQe Spillage CO CG Pascal (Worst Case (Natural) (Worst Case atui\ Rating:95 AFUE N PX 0 E N V Mi S x NA Pa Pass X Fail Pass x Fail NA PPM NA I Primary:Yes x Tvpe: Standard Tank_Indirect_Tarikless_ Size:_ Style4 Common Ver Water Heater No— Instantaneous x Commercial—(See Note 5 below) (canons) Stand Alont E tcienc Fuel Tvne2 Venting ZU Drat S i�llage S iD IlaPe CO CL Pascal orst Case atural (Worst Case Natta EF: 95 N P X O E N M S X NA Pa Pass X Fail Pass X Fail NA PPM NA 1 Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes x No— Oven CO 33 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: 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 3Venting Type: N=Natural/Atmospheric 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 Tanklessi 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: 3 lj Rater Signature: Date: Apr 01, 2019 i Q �aOF SOpI�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION - [ FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ]_FIRE_RESIS_T_AN_T_CONSTRUCTIO_N_[]_FIRE_RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 11 evwKt I v Qorw-.., 1D u/ ' Lam.... no �vrr ✓ a DATE g y� INSPECTOR �v9 K souryolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N 765-1802 -INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _[-]_FIRE RESISTANT CONSTRUCTION [__] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS.- DATE EMARKS:DATE 3 g INSPECTOR OE S0UI'y0 * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,,FOUNDATION 2ND [ ] INSULATION [vf FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTI®N_[_]FIRE_RESISTAN_T_PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Lc REMARKS: 0 �' ' � 4� Ali r rA 9OA09,d& OF [olk/ IL DATE ( INSPECTOR )09%. OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 765-1802 INSPECTION . , . [ ] FOUNDATION 1ST [ ] R GH PLBG• [ ] FOUNDATION 2ND OSULATION [ ] FRAMING /STRAPPING [ FINAL N6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [_] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION �^[+- ] ��CAULKING REMARKS: : oI-X) g* ty 60v fk DATE Y6 ° INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ FOUNDATION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]-INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [�] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) ]_ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ANSPECTORS` • • • • COMMMNTS IFEX '! ►"! ML ;� �� FOUNDATIONren �p------------------------------- 1' ©[ i l : ►L " s . .rl -_ I ROUGH FRAMING& PLUMBING - -- INSULATION • y ENERGY .D W 21 rlA--, � , ADDITIONAL �: . ` il Mei J t sop IMM"=111W T al i _ , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING OUTHOLD Do you have or need the following,before applying? Board of Health ' a'f'TOMW HALL 4 sets of Building Plans SOUTHOLD,NY 11971 pining Board approval TEL:(631)765-1802 survey---- FAX:(631)765-9502 Check SoutholdTown.NorthFork.net PERNIIT NO. Septic Form N.Y.S.D.E.C. Trustees ✓C.O.Application Flood Permit 20 -/Single&Separate Examined ✓ Stonn-Water Assessment Form— Contact: orm ` 20 ContaMMailto: Il�l°U�°15Q'VT 11"1 ` App°°� 096 R N uD. Tt VMS, M Disapproved a/c � _ Phone: �- Expiration 20 ® �� DV[E B g Insp for PLICATION FOR BUILDING PERMIT JUN 2 7 2018 Date 20� INSTRUCTIONS ��1 for with 4 ��1 ica13V JST be completely filled in by typewriter or in ink and submitted to the Building Inspector - phID scale.Fee according to schedule. remises or ublic streets or b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining p P 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 afterheaffecting the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulati ons 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 BuildingPermit 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 heions,and to admit rein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulate authorized inspectors on premises and in building for necessary inspections. rguatute of applicant or name,if a corporation) g ��Rs�r.�,u�,�N�� . cit ir�R�i (Mailing address of applicant) State whether applicant is owner,lessee,agent, (^�architect, �engineer, general contractor,electrician,plumber or builder Name of owner of premises Ili (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ®land on fl^ �� will be done: L A v 91 1 — House Number Street Hamlet r� Block Lot County Tax Map No.1000 Section. �� ol�' uuuwviaivu - i 2. State existing use and occupancy of premises and intended used occupancy of proposed construction: Existing use and occupancy V Pc ��`� L A N i b. Intended use and occupancy f i 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost1"�aoOFee p (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor OKw C'v F If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. ht/A 4 r 7. Dimensions of existing structures,if any:Front Rear / Depth Height 7Number of Stories / ? s i Dimensionssame structure with alterations or aSSldltions: Front Rear of Depth / Height /Number of Stories t 8. Dimensions of entirg new construction:FrontRear Depth Height -71 Number of Stories 1 9. Size of lot:Front —11I d q l Rear jQ U.. �N i Depth p AIN E. IDELyiS� 10.Date of Purchase �� i �d Name of Former O4vner e P 11.Zone or use district in which premises are situated I 12.Does proposed constriction violate any zoning law,ordinance or regulation?YES NOY 13.Will lot be re-graded?YES_'NO Will excess fill be removed from premises?YES NOS` 14.Names of Owner of premises`ILL TAPP FI, Address-.k7 'jZ'nr"I,NAiB i7�,L hone No. ° 6 3f'�' Name of Architect -NMAS2 Offf''N+ od Address Phone 6 T217 Name of Contractors GOitil C l A ( II l l MS AddressffA%ffiPhone No. ' I NO Ft.�1Np�IQ,S `/ 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. f, 16.Provide survey,to stale,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. I S.Are there any covenants and restrictions with respect to this property?*YES NO 1c IF YES,PROVIDE A COPY. F STATE OF NEW YORK) f Z D SS: K O c) COUNTY OF- C) n ? & n/ 0 0 � M WHOP � �� i� being duly swom,deposes and says that(s)he is the applicant N n o c D I (Name of individual signing contract)above named, - p� n. (S)HeistheIV�f�fTL �IIII V� Ib r r -� 4 (Contractor,Agent,Corporate Officer,etc.) m C m { a m r of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this apocoo`'`' m m that all statements contaimled in this application are true to the best of his knowledge and belie-and that the work will be-• c) ww n `� performed in the manner set forth in the application filed therewith. o c° 0 O M Sworn to fore me this N o j Gf day of /W 20/ j z I Notary PabLc Signature of Applicant Jill Tapper 3755 Delmar Drive Laurel, New York 1194;8 jilltapper@optonline.net - (516),768-8650 Thursday, April 05, 2018 To Whom It May Concern: Re: AGENT LETTER 1, JILL TAPPER, being duly sworn, depose and say that I am the owner of the premises located at 2550 Delmar Drive, Laurel,New York, U.S.A—11948 and I am designating KRZYSZTOF ZEBROWSKI to represent and act on my behalf as my agent, and to file the necessary documents to obtain a building permit(s) Jill per, Owner Sworn to before me this Day of AP12 20 Notary Signature & Stamp AGNIESZKA MARTA RENES SOPOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No.01RE6334035 Qualified In Suffolk County My Commisalon Explrpe 12-07=291® i I 0 Scott A. Russell ,��°S� '� STOR IMMAXIER, SUPERVISOR � z , I��1CA\NA\GJEI��1[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'kylO „fir Town of Southold 1 �� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 1 ( TO BE COMPLETED BY THE APPLICANT ) JUN 2.9 2nlR - - --- - - - - --- - - - ---- - - - ------ ---- - --- - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No , (CHECK ALL THAT APPLY) i ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more thani 200 cubic yards of material within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to ❑I�7 C. A P P � ' 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 floodplain as depicted on FIRM Map of any watercourse. �❑ F.- Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 000 Date �7 , �D�ist�nct NAME: S� O e�o Section Block Lot I (S'sodi"fe) "": " FOR BUILDINtG DEPARTI IL-' T USE ONLY Contact Information W 1 1 IJ V_ 51 5-1 rrd,phnne N..b,0 Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — n G� ,{�� VA d for processing Building Permit. A ,1 �{L ter Management Control Plan Not Required. ter Management Control Plan is Required to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) D-— �pS Qr' ia7 (( 2s Stormwater Management Control Plan CHECK LIST N E. Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI-C P-1 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 6 T�nl,O p'� 11 I'll ofx all Information that has been Required by the following Checklist 1. A Site Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following Items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 1 V 10= b. Total Site Acreage. ® 0 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2). 0 EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. OShall include but not be limited to: e. Limits of Clearing & Area of Proposed Land Disturbance. © well maintained Construction Entrance, f. Existing & Proposed Contours of the Site (Minimum Z Intervals) Silt Fencinjq, stabilization & g. Location of all existing & proposed structures, roads, Seerfingr inactive soils. driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. ® 0 j. Location of proposed Soil Stockpile Area(s). 00� k. Location of proposed Construction Entrance/Staging Area(s). 0DRAINAGE 00 ARE REQUIRED I. Location of proposed concrete washout area(s). 00 ngineering at 765-1560 befom M. Location of all proposed erosion&sediment control measures. BdLkfj1j, Provide Engineer's Ce ifi 2. Stormwater Management Control Plan must include Calculations showing that a rainage has been installed that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall Include but not be limited to: a. Erosion & Sed)rnent Controls. ®0 b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d. Leach ing Structures (e. .infiltration basins,swales,etc.) -IT7T. T0WN OF SOUTHOLD I•()R CAGINLI RING ,PARTN NT USE ONLY *' Additional Information is Required. Reviewed& E] Stormwater Management Control Plan is Not Complete. R Approved By: — — — — — — — — — — — — — — — — — — — — — — — — SWrrnwater Management Control Plan is Complete. Date: �-2- P]i SN/ICP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 9,0Aq--q oT5-er- D 1492-1 SIG , c SU�FOL�C' Ia�t ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD AUG 2 3 20 Co.- own Hall Annex - 54375 Main Road - PO Box 1179 DIT ILDPMTG D Southold, New York 11971-0959 T �..; IWhone (631) 765L1802 - FAX(631) 765-9502 roger.richertCa?town.southold.ny.us PLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: a Date: 15-211e Company Name: Name: �.Zen e:l: I. License No.: fiA6 — _31_ R 15 email: )��q,4fi5ZLO Address: q lirer�_i f' l Phone No.: 631 I JOB SITE INFORMATION: (All In rmation Required) Name: J), Address: 2550 Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: -b DC) Lot:�ZSna� BRIEF DESCRIPTION OF WORK(Please Print Clea ) �� )e� &e)Zt,/v, �4.41,e I i Circle All That Apply: Is job ready for inspection?: Y 0 - Rough In Final Do you need a Temp Certificate?: YES NO sued On i Temp Information' (All information required) Servi ize 1 Ph 3 Ph Size:, #Meters Old Met N Servi - Fire Reconnect- Flood Reconnect-S ce Reconriecte -Unde rou -eR71 I # ground Laterals 1 2 H Frame ole Work done on Service. Y Additional Information: I PAYMENT-DUE WITH APPLICATION F V' r �o 62-Request for Inspedon Form As � � - i Sep 2418 03:17a Anything Electric Inc 631-589-1334 p.1 y l To,v,t I3a)1 An,t�-r i '1'0kplic>>te(631)7Gr1$UQ 54375INUm Road ix{Gal)765 y54� P-0.Box 11719 � � � ro er.richert -Own,sout o d.n .us &mthold,NY 11971.09..9 Cowl, �4 "1*1a�z-r bUILDING DE)l ARTMRN'r TOWN OF SovTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Iq Ix, Date: 'q eL,41 Company Name: x , Name: ' License No.: Address: $ Phone No.: JOBSITE INFORMATION: (' ndicates required Worma#ion) *Name. *Address: �, /"�f �cr" *Cross Street: *Phone No.. Permit No.: Tax Map District: 1000 Section: Block: Lat: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (PIGase Circle All That Apply) *Is job ready for inspection: YES! �' „ *Do you need a Temp Certificate: �`�� Rough In Final NO Temp Information (If needed) *Service Size: 5i) 3Phase 100 150 204 300 350 400 bitter *New Service: Re-connect n eerground Number of Meters' Change of service Overhead Additional -z -Information: PAYMENT pUE WITH APPLICATIa e- N r� 82-Request for InSpectian Form Gv yf A e- le C 'IVX �1ffOtA' ��0� cpuy BUILDING DEPARTMENT-Electrical Inspector 2 TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y p�' Telephone(631) 765-1802-FAX(631)765-950 dol �a Temporary Certificate # $ Date Z 2018 Customer Name- -- -- - Electrician Name 1 Address ZT'570 / Phone e-mail G,9u e-mail 414 J 2tGl� 6i�f/L .LGO�f Phone License# <OW— 916E Size A Phase / Overhead UndergroundPe. _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 kys trom the bove. Authorized by9LL� ,_-- Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(631)765-9502 ' Southold,NY 11971-0959 4= BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION ANDfOR TIMBER CONSTRUCTION ®ate: 6 Owner: ._ M Location of Property: AR_��l Please take notice that the(check applicable line): J� New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature Name(person submitting this form):� '�� Q,,�,iml,( Capacity(check applicable line): -� Owner Owner representative TrussReg15.doax EffecUve 1/1/2415 i =; Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.F17-7404-105834-SUFF District: 1000 Section: 127.00 B lock:04.00 Lot: 025.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL 'TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County,Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Jilt Tapper and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title).' No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00)!and no policy of title insurance can be issued based upon the information contained in the Certificate. i Dated: June 28,2018 FIDELITY NATIONAL TI�;INSURANCE SERVICES,LLC s y JE A Sworn to before me this 28th y of June,2018 Notary Public SMORM.C OLESM Nptefy FILMIC,OQW3050=67 Q43i'mik C;eun4y,KplawYork CoM stls&,,Lixplrn,Aug.29,20 _ Fidelity National Title INSURAPICE SERVICES,LLC i TITLE NO.F17-7404-105834-SIJFF STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records ofthe County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000- 127.00—04.00—025.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/1/1957. SUBJECT PREMISES: 1000—127.00—04.00—025.000 PREMISES NORTH: 1000—125.00—04.00—010.000 PREMISES EAST: 1000—125.00—04.00—024.023 PREMISES SOUTH: 1000—127.00—04.00—024.000 PREMISES WEST: Delmar Drive SUBJECT PREMISES: 1000—127.00—04.00—025.000 DEED John T.Young Dated: 12/07/1940 TO Rec'd: 02/25/1941 Cecil T.Young Liber: 2150 Cp:302 (Premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC 1 � f WA Sworn to before me this 28th ay of June,2018 P Notary Public SANDRA i.GOLESKI Notety PuLA%Rol P 050 x67 SUAM Couniv,.Now Yap Camrnission Expirea:Aug.29.20 0 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.F 17-7404-105 834-SUFF ! DEED Cecil T.Young Dated: 07/25/1969 TO Rec'd: 07/28/1969 Leonard C.Emma Liber: 6593 Cp: 145 (Premises and more) DEED Leonard C.Emma Dated: 04/06/1970 TO Rec'd: 04/14/1970 Emma Enterprises,Inc. Liber: 6728 Cp:339 (Premises and more) DEED Emma Enterprises,Inc. Dated: 12/09/1970 TO Rec'd: 12/11/1970 Martin G.Ahearn Liber, 6853 Cp:491 (Premises and more) DEED Martin G.Ahearn Dated: 10/12/1972 TO Rec'd: 11/06/1972 Nicholas DeLuise and Liber: 7277 Cp: 162 Adeline DeLuise (Premises under examination) DEED Nicholas J.DeLuise,Gloria J.Adcox,Rita DeLuise,Claudia Dlug, Dated: 12/27/1993 James DeLuise as all the heirs at law and next of kin of Adeline Redd: 01/24/1994 DeLuise deceased 10/18/1988 New York City Liber: 11661 Cp:492 TO (Premises under examination) Nicholas DeLuise No proof of death of Adeline DeLuise in Suffolk Surrogates Court. Nicholas J.DeLuise died 1/24/2008. I FIDELITY NATIONAL' ME'INSURANCE SERVICES,LLC 1 EA 3DUVA Sworn to before me this 28th day of June,2018 otary Public rA1h1'DPA j.sot�.-v 1 matery publie, FjUUVCou t,PtmavYr I . OPb1M,19010F71r$pIC�7�: Fidelity National Title INSURANCE SERVICES,LLC TITLENO, F17-7404-105834-SUFF DEED Ann E.DeLuise and Gloria Joan Adcox,as Executors Dated: 12/16/2009 of the Last Will and Testament dated 12/9/2006 of Rec'd: 12/23/2009 Nicholas J.DeLuise who died 01/27/2008 Liber: 12610 Cp:635 TO (Premises under examination) Ann E.DeLuise DEED Ann E.DeLuise Dated:03/29/2018 TO Recd:06/01/2018 Jill Tapper Liber: 12963 Cp 821 LAST DEED OF RECORD (Premises under examination) PREMISES NORTH: 1000-125.00-04.00-010.000 DEED John T.Young Dated: 12/07/1940 TO Rec'd: 02/25/1941 Cecil T.Young Liber: 2150 Cp:302 (Premises and more) DEED Cecil T.Young Dated: 07/25/1969 TO Rec'd: 07/28/1969 Leonard C.Emma Liber: 6593 Cp: 145 (Premises and more) DEED Leonard C.Emma Dated: 04/06/1970 TO Rec'd: 04/14/1970 Emma Enterprises Inc. Liber:6728 Cp:339 (Premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC 1 JE -N_��NA Sworn to before me this 28th day of June,2018 0, Notary Public SF1lLt3EaAJ. a§;S i�[ttwy polic,,�tl$elJ�50:�i2467 suN- k County,maw voii( CnntmiMIGn SX,0ires:Aug.20,20 /� Fidelity National Title E INSURANCE SERVICES,LLC TITLE NO. F17-7404-105834-SUFF DEED Emma Enterprises Inc. Dated: 10/31/1970 TO Rec'd: 11/09/1970 William B.Pollak Jr. Liber: 6835 Cp: 525 (P'remises and more) DEED William B.Pollak Jr. Dated: 02/04/1972 TO Rec'd: 02/07/1972 S.P.A.Enterprises Inc. Liber: 7101 Cp: 563 (Premises and more) DEED S.F.A.Enterprises Inc. Dated: 11/08/1972 TO Rec'd: 11/15/1972 William H.W.Granger,Jr. Liber: 7283 Cp: 110 and Marianne Granger,his wife (Premise under examination) DEED William H.W.Granger,Jr. Dated: 10/12/1976 and Marianne Granger,his wife Rec'd: 10/15/1976 TO Liber: 8122 Cp:576 Vincent Rutkowski and (Premises under examination) Joan Rutkowski DEED Vincent Rutkowski and Dated: 10/19/1979 Joan Rutkowski,his wife Ree'd: 10/23/1979 TO Liber: 8717 Cp:68 William J.Keating and (Premises under examination) Eileen Pocoroba as joint tenants with rights of survivorship LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC f A UVA Sworn to before me this . 28th day of June,2018 N Lary Public 6h1AlDRA,;. ftE.vl; i 110t8ry Pub]10,19010-06012467 Suffolk Caunty,13awY,npk Cary"T'[Pv lan(zyplres:Aug.29,20 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO,F 17-7404-105 834-SUFF PREMISES EAST: 1000--125.00—04.00—024.023 DEED Jahn Blair Young Dated: 07/06/1951 TO Rec'd: 07/06/1951 Albert Charles Nolte Liber: 3235 Cp: 539 (Premises and more) DEED May E.Nolte Dated: 07/03/1973 TO Rec'd: 08/14/1973 Laurel Pines West Company Liber: 7466 Cp: 03 (Premises and more) DEED Richard F.Lark Esq.,Referee Dated: 02/08/1980 TO Re'c'd: 03/06/1980 May E.Nolte Liber: 8788 Cp: 53 (Premises and more) DEED May E.Nolte Dated: 04/16/1981 TO Rec'd; 05/06/1981 Harvey B.Pollak Liber: 8998 Cp:257 (Premises and more) DEED Harvey B. Pollak Dated: 02/25/1997 TO Rec'd: 02/27/1997 The Second Harvey B.Pollak Limited Partnership Liber: 11818 Cp: 333 (Premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC JAN DXJVA Sworn to before me this 28th day of June,2018 otary Public SANDPAJ.(:C?!_u ,!a COplMISIM ftlres:Aug.29,2Q 4 o =' a Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.F17-7404-105834-SUFF I i DEED The Second Harvey B.Pollak Limited Partnership Dated: 03/23/2001 TO Rec'd: 04/12/2001 Laurel Links Country Club Inc. Liber: 12113 Cp: 34 (Premises and more) DEED Laurel Links Country Club Inc. Dated: 12/14/2001 TO Rec'd: 12/20/2001 Laurel Links Ltd. Liber: 12159 Cp:270 LAST DEED OF RECORD (Premises and more) PREMISES SOUTH: 1000—127.00—04.00—024.000 DEED John T. Young Dated: 12/07/1940 TO Reeld, 02/25/1941 Cecil T.Young Liber: 2150 Cp:302 (Premises and more) DEED Cecil T.Young Dated: 07/25/1969 TO Rec'd: 07/28/1969 Leonard C.Emma Liber: 6593 Cp: 145 (Premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC If I(ANI)WA Sworn to before me this 28th day of June,2018 otary Public SANDP.AJ,Q0t_C-SKI Notsryl:ollo, ttft?f �L 3? 7 Suilial6 CausiEt,F:a, 'q #c Commission 5xyiros:Aug..?.%.2o Fidelity National Title INSURANCE SERVICES,LLC f TITLE NO.F 17-7404-105 834-SUFF DEED Leonard C. Emma Dated: 04/06/1970 TO Rec'd: 04/14/1970 Emma Enterprises Inc. Liber; 6728 Cp: 339 (Premises and more) DEED Emma Enterprises Inc. Dated: 11/02/1970 TO Rec'd: 11/09/1970 Stanley Sledjeski Liber: 6835 Cp: 523 (Premises and more) DEED Stanley Sledjeski Dated: 01/03/1973 TO Rec'd: 01/15/1973 Inland Homes Inc. Liber: 7324 Cp: 09 (Premises under examination) DEED Inland Homes Inc. Dated: 03/07/1973 TO Rec'd: 03/13/1973 Samuel I.Bail and Liber: 7359 Cp: 116 Jean L.Bail,his wife (Premises under examination) DEED Samuel I. Bail and Dated: 06/11/1975 Jean L.Bail,his wife Rec'd: 06/13/1975 TO Liber: 7856 Cp: 194 Gerasimos Avgoustatos and (Premises under examination) Paraskevi Avgoustatos,his wife FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC � I JgAN UVA Sworn to before me this 28th day of June,2018 4otaryPublic Notary F'Uhlla,IM i CMUO f 4 7 8001k CIDUMV fgft3'urk Commission Expire Fidelity National Title +' INSURANCE SERVICES,LLC TITLE NO.F17-7404-105834-SUFF DEED ' Gerasimos Avgoustatos and Dated: 04/26/1984 Paraskevi Avgoustatos,his wife Rec'd: 05/03/1984 TO Liber: 9555 Cp:328 F.Frank Ammirati and Diane C.Ammirati,his wife (Premises under examination) DEED F.Frank Ammirati and Diane C. Ammirati,his wife Dated: 08/23/1985 TO Rec'd: 09/03/1985 Patrick J.Pinto and Victoria S. Pinto,his wife Liber: 9864 Cp:314 (Premises under examination) DEED Patrick J.Pinto,as surviving spouse of Victoria S. Pinto Dated: 09/22/2004 who died a resident of Suffolk County on June 7, 1995 Rec'd: 09/24/2004 TO Liber: 12345 Cp:404 Patricia Pinto and Donna Schwamborn as joint tenants (Premises under examination) With rights of survivorship,subject to Life Estate of Patrick J.Pinto Patrick J.Pinto died 9/30/2004(2025 P 04). DEED Patricia Pinto and Donna Schwamborn Dated: 10/18/2004 TO Recd: 10/21/2004 Donna Schwamborn and Jason Schwamborn her husband Liber: 12350 Cp:404 LAST DEED OF RECORD (Premises under examination) Donna Schwamborn died 01/06/2012,2012-1821A,Jason T. Schwamborn surviving spouse. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC s AND A Sworn to before me this 28th day of June,2018 Notary Public SANI j.GOLF:sf�l Note Cpo 9"605,032407 saff'olk t:01Jflj t,kfa bcsss COMMINIon Exol-es:Aug.29,20" t Fidelity National Title INSURANCE SERVICES,LLC TITLE NO.F17-7404-105834-SUFF i PRENIISES WEST: Delmar Drive t I I FIDELITY NATIONAL T7 INSURANCE SERVICES,LLC d A UVA Sworn to before me this ' 28th day of June,2018 "Notary Public ANDPA J.(70LC-�q �Ule�ll�l`iQ1f�111:$?C,LS`ti.� COMMINIOD EXPIMS'Avu.20,20-4-1p Sep 2418 03:17a Anything Electric Inc 631-589-1334 p.2 Amything E lec-M`e Inc. Date From: Don Welch q1-, Phone: Office 631-589-1334 Cell 631-433-8602 I= 631-589-1334 Email anythingelecmicny@gmail.com Company Name: Anyd ing Electric Inc, To: Phone Fax Company Name. Pages: Comments: -:rIS C dv c t1! f / /c C_ fC 5 yt� Urgent For Review D Please Comment Pimse Reply D Please Recycle G(� J �dez C� CONNIE D.BUNCH Notery Public,State of Nov York No.01 BU6165050 Qualified in Suffolk County a -� Commission Expires April 14,2—C�2A 0 D ' [� MAR - 4 2019 TOWN OF SO OLD pF SO�j�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2019 Peconic Bay Builders 286 Flanders Road Flanders, New York 11901 LTapper,2550 Delmar Drive, Laur lower door and duct blower test results required and affidavit Ch er 36 soil stabilization required. ��l'/� TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for C rtificate of Occupancy. (Enclosed) P-(!Ll""d � � ectdcaP U� iters Certificate. (Electrical Inspector 631-765-1802) Sj� x Final Survey with Health Department Approval. lumbers Solder Certifica (davit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS 'licensed architect or engineer //, BUILDING PERMIT: �Z'N5 - Newbwel b 4y TUU OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-127-04-25 SCALE: 1' 30' — / SEPTEMBER 5, 2017 AO SEPTEMBER 13, 2017 (PROPOSED HOUSE) SOT NOVEMBER 28 2017 (CER77FICA 77ONS) MAY 15, 2018 (PROPOSED HOUSE) AXON �o' ,�� 4k APPROVAL OF STORMWATER MANAGEMENT N �� L V`�P qk7� E CONTROL PLAN -T Code Lha ter 236 ` 00 Date• •Z— 14. Approved by: EROSION&SEDIMENT CONTROLS 7 ` 0 Shall include but not be limited to: C` 2 =q A well maintained Construction Entrance, 1 a 7 s Wire Backed Sift Fencing,stabilization& LCori: Seeding of exposed and/or inactive soils. •�Z � MSN y�•�' � 1l �°�.i Q cr, `tW� qty ash �, N7� DRAINAGE INSPECTIONS ARE REQUIRED � \.\1 /G/�,� .a 1 •� Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification -- \ 646 '\ No G OG�S�O 1 that the drainage has been installed to Code. ��G G c J1� o. o• 0. C ` i� sa ZA 00 � Q � � •� " wFyV � 0 - J - \ `', k 02 E� L '0 a. HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 2550 Delmar Dr Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 NEW YORK BUILDIYORK �7ECHN0L0GY tR0UP Prepared by: Thomas Baccarella in accordance with ACCA Manual J 81h edition,V2 Signature: �� —� Date: 2/1/2018 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 169 Route 25A Building 1 Suite R Miller Place, PAY 11764 Telephone:631495-0289 Fax:631 3892808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1711 W I NEYORK _o BUILDING Date: Jan 31,2018�.00 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email.Tom@nybtg.com Web.www NYBTG cam Project • • For: 2550 Delmar Dr, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain- 23053 Btuh Entering coil DB: 75.7°F Outdoor design WB 71.7°F Latent gain: 6111 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 29163 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type- Split AC Manufacturer: Rheem Model. RA1636AJ1NA+RH1V3621MTANJA Actual airflow, 1200 cfm Sensible capacity: 25200 Btuh 109% of load Latent capacity- 10800 Btuh 177% of load Total capacity: 36000 Btuh 123% of load SHR: 70% Heating Equipment, Design Conditions Outdoor design DB: 15.7°F Heat loss: 27614 Btuh Entering coil DB: 68.0°F Indoor design DB. 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Navien Inc Model: NCB 240E Actual airflow. 1200 cfm Output capacity: 112 Btuh 0% of load Meets all requirements ofACCA Manual S. wrightsoft® 2018-Feb-01 10 44.58 �, ••, t•�•a Y�mwm Right-Suite®Universal 2018 18.0.04 RSU25790 14CCl� Page 1 ...YBTG WORKFLOW\2550 Delmar Dr\2550_delmar dr.rup Calc=MJ8 Front Door faces SW 711 Load Short Form Job: an NEW YOfIK � BUILDio�G Date: Jan 31,2018 Entire House By: Tom Baccarella New York Building Technology Group I 159 Rt 25A Building 1 Su to B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web www NYB IG com I Project • • For: 2550 Delmar Dr, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Dally range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240E Cond RA1636AJlNA AHRI ref 8580772 Coil RH1V3621MTANJA AHRI ref 7942210 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 120 Btuh Sensible cooling 25200 Btuh Heating output 112 Btuh Latent cooling 10800 Btuh Temperature rise 0 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 133 2523 1002 133 54 Family/Dining 410 7117 7095 376 383 Kitchen 193 691 4024 37 217 Hall 120 1653 504 87 27 Bath 3 29 102 37 5 2 Laundry 33 118 882 6 48 Master Bed 223 2748 3252 145 175 Master Bath 71 940 515 50 28 Bed 3 141 2342 2130 124 115 Bath 1 79 649 152 34 8 Bed 2 130 2399 2382 127 129 Closet 91 1419 266 75 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Feb-01 10 44 59 1• °M°•N a-�.•mow•°mm Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 RCCA ..YBTG WORKFLOW\2550 Delmar Dr\2550_delmar_dr.rup Calc=MJ8 Front Door faces SW 1 I Entire House d 1652 22703 22241 1200 1200 Other equip loads 4912 811 Equip. @ 0.89 RSM 20586 Latent cooling 6'111 TOTALS 1652 27614 26697 1200 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Feb-01 10 44.59 �, nwmrrmaw u.m w,yc�mMm Right-Suite®Universal 2018 18.0.04 RSU25790ACCK Page 2 ..YBTG WORKFLOM2550 Delmar Dr12550_delmar dr rup Calc=MJ8 Front Door faces SW Pro ect Summar Jon: NE IV YOnK a BUILDING � � Jan Date: Jan 31,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www.NYBfG.com Project • • I For: 2550 Delmar Dr, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 %D Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20796 Btuh Structure 21774 Btuh Ducts 1907 Btuh Ducts 467 Btuh Central vent (80 cfm) 4912 Btuh Central vent(80 cfm) 811 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27614 Btuh Use manufacturer's data in Rate/swing multiplier 0.89 Infiltration Equipment sensible load 20586 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3763 Btuh Ducts 616 Btuh Central vent(80 cfm) 1732 Btuh Heating Cooling Outside air Area(ft') 1652 1652 Equipment latent load 6111 Btuh Volume(ft3) 13212 13212 Air changes/hour 0.27 0.09 Equipment Total Load (Sen+Lat) 26697 Btuh Equiv.AVF (cfm) 60 20 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Navien Inc Make Rheem Trade Navien Trade RHEEM Model NCB 240E Cond RA1636AJlNA AHRI ref 8580772 Coil RH1V3621MTANJA AHRI ref 7942210 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 120 Btuh Sensible cooling 25200 Btuh Heating output 112 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F- =11ghtsoft" 2018-Feb-01 10 44.59 ��•�^ -^ �mw^• Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 YBTG WORKFLOW\2550 Delmar Dr12550_delmar_dr rup Calc=MJ8 Front Door faces,SW AED Assessment Job: an N 711 EW YO RK -® J BUILDING Date: an 31,2018 IGwoU:°.°G Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com l Project • • For, 2550 Delmar Dr, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (°/D) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 9,000-- 8.000-- 7,000-- 6,000— ,0008,0007,0006,000 5,000-- 4,000-- 3,000-- 2,000-- 1,000-- 0 ,0004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hourol Day /WURy /Avzrege /PIDimt Maximum hourly glazing load exceeds average by 11.7%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsaft, 2018-Feb-01 10 44 59 ^"� AM•kraaa,,•a ,�m, , Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ..YBTG WORKFLOW\2550 Delmar Dr\2550_delmar_dr.rup Calc=MJ8 Front Door faces SW 'v Right-.1®Worksheet Job: 1711 NEN'YORK IB oIEUIN G Date: Jan 31,2018 Entire House By: Tom Baccarella New York Building Technology Group i 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email*Tom@nybtg com Web www.NYBTG.com 1 Room name Entire House Foyer 2 Exposed wall 163 0 ft 23 0 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 9.5 x 140 ft 5 Room area 1651.5 ft2 133.0 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ft) Load number (Btuh/ft'°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw 0 065 ne 366 078 384 287 1651 224 0 0 0 M 0 4A4-2o6v 0 470 ne 2646 32.16 75 0 -1974 2399 0 0 0 0 11J0_ __ __0.600 ne 3378_ 13.92 22 22 749 _ - _309 -0 -0---- __0 ___-o W 12F-Osw 0.065 se 366 0.78 348 296 1083 231 0 0 0 0 11 � 4A4-2ow 0 470 se 2646 4008 52 0 1375 2082 0 0 0 0 V�J 12F-Osw 0 065 sw 366 078 384 298 1092 233 76 52 188 40 IL--GD 4A4-2ow 0 470 sw 26.46 40.08 40 0 1057 1601 0 0 0 0 11 J 0 0.600_ sw 33.78 13.92 46 46 1544_ 636 25 25 828 341 W 12F-Osw 0 065 nw 366 078 348 327 1196 255 108 108 395 84 4A4-2ow 0 470 nw 26.46 3216 21 0 563 684 0 0 0 0 - - - - - --- - - -- - - - C6B _- 1 -50ad_ 0.020 - _ 1.13.,_ 093 1652 1652- _ 1860 1543 _133 _133 __.160..____124 F _ 19A-19bswp _ 0.049- - 2.16 0.36 1652 1652 3570 _- 590 _-_ 133 133 288 _47 6 c)AED excursion 0 -23 Envelope loss/gain 17114 10786 1849 614 12 a) Infiltration 3682 202 463 25 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 4 920 0 0 Appliances/other 9866 341 Subtotal(lines 6 to 13) 20796 21774 2311 981 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20796 21774 2311 981 15 Duct loads 90/0 2% 1907 467 9% 2% 212 21 Total room load 22703 22241 2523 1002 Air required(cfm) 1200 1200 133 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsotft^ 2018-Feb-01 10 44 59 NCGP. "'"" Right-Buda®Universal 2018 18 0 04 RSU25790 Page 1 . YBTG WORKFLOW12550 Delmar Dr\2550_delmar_dr rup Calc=MJ8 Front Door faces SW Right-JO Worksheet Job: 1711 NEN'YOPK IB UI„O�N G Date: Jan 31,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG com 1 Room name Family/Dining Kitchen 2 Exposed wall 488 ft 0 ft 3 -Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10 x 409.9 ft 140 x 13.8 ft 5 Room area 4099 ft2 192.5 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ftp Load number (Btuh/Wt-F) (Btuh/ftj or perimeter (ft) (Btuh) or penmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 3.66 0.78 32 10' " 36- ".. 8 _ O _._..._ 0 -. b 0 4A4-2ow 0.470 ne 2646 32,16 0 0 0 0 0 0 0 0 11JOa __. 0600 ,ne----33.78 1392 22 -_- - _22 ,749 '- 309,--- -,.0 4_'_----`0. 0 W 12F-Osw 0 065 se 3.66 0.78 222 170 622 133 0 0 0 0 11 L_ _ 4A4.2ow 0470 se 26.46 40 08 52 0 1375 2082 0 0 0 0 '1IV '12F-Osw "-'- - 0.065 .sw --_366 a 0 78 136 �'7 851 -- ___7'5" 0 _ `0 0 _ - ---0 I�—�^? 4A4-2ow 0,470 sw 26.46 4008 40 0 1057 1601 0 0 0 0 �--D 11JO -- 0.600 sw 33.78.- 13.92 _- 0 - 0_ _._ 0 0 0_-- --.._0 VAI 12F-Osw 0 065 nw 366 0.78 6 0 0 0 0 0 0 6 G_ 4A4-2ow 0 470nw 2646 3216 0 0 0 0 0 0 0 0 C_._- '166750ad_ __ - 0.020 -_'-_ .._ .1 13 _._ 0.931 _ 410 ___410-_ __462 _._ 383 193 _ `_-193--. .,a-_217 __180 F - 19A-19bswp _ _ __ _.0049___ _216 0.36 410 410 886_ 146.,__ _193___- 193 416_ -69 6 c)AED excursion -163 -93 Envelope loss/gain 5538 4573 633 156 12 a) Infiltration 981 54 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 4 920 0 0 Appliances/other 1400 3784 Subtotal(lines 6 to 13) 6519 ' 6946 633 3940 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6519 6946 633 3940 15 Duct loads 9% 2% 598 149 9% 2% 58 85 Total room load 7117 7095 691 4024 Air required(cfm) 376 3831 37 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoit 2018-Feb-01 10 44 59 ACZk Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 YBTG WORKFLOM2550 Delmar Dr\2550_delmar_dr.rup Calc=MJ8 Front Door faces SW I NEN'YRight-J®Worksheet Job: 1711 , DPK' BUI;DIN c Entire House 018 2 Date'. Jan 31, New York Building Technology Group By: Tom 1,2018 lla 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG com 1 Room name Hall Bath 3 2 Exposed wall 9.8 ft 0 ft 3 Room height 80 ft heat/coot 80 ft heat/cool 4 Room dimensions 1.0 x 1198 ft 60 x 48 ft 5 Room area 119.8 ft' 285 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ft5 Load number (Btuh/ftk-°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S' Heat Cool Gross N/P/S Heat Cool 612F-osw' - --0 065 ne 3 66 0.78 0 0 0 p0 o- _ - 0 6 4A4-2ow 0 470 ne 26.46 32.16 0 0 0 0 0 0 0 0 11J0_ ._.- _ 0.600 a ne-• _33.78 13.92 - -0-- ----_0 _e_ _. 0_. 0.._ ._ 0.. 0 -- -._.0_ 0- �j 12F-Osw 0 065 se 3 66 0 78 0 0 6 6 0 0 0 0 11 —G 4A4-2ow 0 470 se 2646 4.0.08 0 0 0 0 0 0 0 0 1N 1217-0sw 0.065 sw 3.66 _ 0.78 78 57 208 44 _- _0 ___ _ ,0 O __- _.0 4A4-2ow 0 470 sw 2646 4008 0 0 0 0 0 0 0 0 �D 11J0 0.600 _sw _ 33.78 13.92 __ _ _21 _ _ 21 __ _717 _ __'_29_5 0` 0 0 0 �j 12F-Osw 0 065 riw 366 078 0 0 0 0 0 0 0 0 C 4A4-2ow 0 470 rtw 26.46 32.16 0 0 0 0 0 0 0 0 C _ . 16B-50ad__ 13,. .. 0020 _- . 1 0.93_-._.._.120 -.120.__ 135 _ 112 _29 -29 32. _- __-27 F _ 19A-19bswp_ _ _ _ 0 049_- __2 16 __ _03.6_-____120 _ __120 259 __ '43 -__ _29_ 29 _ __62 _ _-_10 6 c)AED excursion -12 -1 Envelope loss/gain 1318 483 94 36 12 a) Infiltration 196 11 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1515 493 94 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1515 493 94 36 15 Duct loads 9D/D 2D/D 139 11 9% 21/o 9 1 Total room load 1653 504 102 37 Air required(cfm) 87 27151 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w!:10"T C:'Vt- 2018-Feb-01 10 44 59 At& "" Right-Suite@ Universal 2018 18 0.04 RSU25790 Page 3 ..YBTG WORKFLOM2550 Delmar Dr\2550_delmar dr.rup Calc=MJ8 Front Door faces SW i NEN YOPK' IB ol,iD�e G Right-J®Worksheet Job: 1711 Entire House Date: Jan 31,2018 jBy: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg.com Web www.NYBTG.com 1 Room name Laundry Master Bed 2 Exposed wall 0 ft 16.5 ft 3 Room height so ft heat/cool 8.0 ft heat/cool 4 Room dimensions 60 x 55 ft ; 165 x 13.5 ft 5 Room area 330 ft2 222.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat ;Cool Gross N/P/S Heat Cool 6 Vel - 12F-Osw - TO 065 ne 3.66 ' 6.78 -6 6- -0 0 132 89 __3V _ _.__ 70 LI---(D 4A4-tow 0 470 ne 26.46 3216 0 0 0 0 43 .0 '1125 1368 11Jo .0.600 ne 33.78 1392 0 01 0 0 0 0 0 0 12F-Osw 0 065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 4A4-2ow0.470 se 26.46 40 08 0 0 0 0 0 0 0 0 tl12F-08w-' ._ 0.065 sw -3-66 0 78 0 0 0. - _.0 _ 0 _ 0 __... 0 _ p 4A4-2ow 0 470 sw 2646 40.08 0 0 0 0 0 0 0 - 0 11J0 _ 0.600 sw 33.78 _._13.92 0 - 0 0_ _ 0 . _ ._ _.0 _0 _ _ _ _ 0 ._ 0 W 12F-Osw 0 065 nw 3 66 078 0 0 0 6 D 0 0 6 4A4-2ow r 0 470 nw 26 46 _ 3216 _ 0 0 0 0 0 0 0 0 C_._.. _ 168-50ad,__,. .,___ .._. _0 020 -_'- -;—1 13 0 93 ___ _33 --- 33-_ —,37.__ -.-31 _.__..-223 _ _._ 223 __.._ .-.251, 208 F- 19A-19bswp_ _ -__. _0049 r._- 216 - --036 _- , _33__ :.33 _ _. 71._ .._. 12 223_ _.,.. 223_- 482.. $0. 6 c)AED excursion -20 40 Envelope loss/gain 109 22 2185 1765 12 a) Infiltration 0 0 332 18 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 841 1400 Subtotal(lines 6 to 13) 109 1 863 2517 3184 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 ! 00 0 14 Subtotal 109 863 2517 3184 15 Duct loads 9% 2% 10 19 9% 2% 231 68 Total room load 118 882 2748 3252 Air required(cfm) 6 481 1 145 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- I 2018-Feb-01 10 44 59 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 4 YBTG WORKFLOW\2550 Delmar Dr\2550_delmar dr.rup Calc=MJ8 Front Door faces SW I i NEN' Right-J®Worksheet Job: 1711 VDPK, BU IIDING I Entire House Date: Jan 31,2018 By: Tom Baccarella New York Building Technology Group i 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www NYBTG.com 1 Room name Master Bath Bed 3 2 Exposed wall 78 ft 24.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 10 x 70.7 ft 1 0 x 140.6 ft 5 Room area 70 7 ft2 140.6 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw - -6A. ne 3 66 0.78 ---62--62 51 _ 187 40 _ '164 83 103 " ss 4A42ar✓ 0 470 ne 26.46 32.16 11 0 286 347 21 0 563 ' 684 00600 ne-- 33.78 _13.92_--- 0 0 _.. 0 .0 _..0.._ _0_._..._-__0 _.._ —0 �j 12F-Osw 0 065 se 3 66 0.78 0 0 0 0 0 0 0 0 11 �—G 4A42ow 0 470 se 2646 40.08 0 0 0 0 0 0 0 0 �j 12F-Osw-- — "— 0.065 sw- 388 _ 0.78 -0 0 0 0 -0- 0 _ .. ...-0 - —0 I—C 4A42wv 0 470 sw 2646 4008 0 0 0 0 0 0 0 0 91J0 0.600 sw 33.78 13.92 0 0 ; 0. _ 0 0 -_ _ 0 0 _- 0 W 12F-Osw 0.065 nw 366 0 78 O 0 O 0 90 90 329 70 4A42ow 0470 nw 26.46 ,3216 0 0 0 0 0 0 0 0 166�0ad 0.020 -_:- 1.13 _-"0.93 _, _- '71 ."_ 71 80 _ 66 ___ _141 F ,e 19A-19bswp_____ 0.049__-__ 2.16 -036____ _ "71 71, _ 153__ 25 141 141 804. ._ 50 6 c)AED excursion 17 8 Envelope loss/gain 706 496 1657 1009 12 a) Infiltration 156 9 488 27 b) Room ventilation 0 0 0 0 13 1 ntemal gains Occupants @ 230 0 0 0 -0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 862 504 2145 2086 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 862 504 2145 2086 15 Duct loads 9% 21/o 79 11 90/0 2% 197 45 Total room load 940 515 2342 2130 Air required(cfm) 50 28 124 115 Calculations approved by ACCA to meet all requirements of,Manual J 8th Ed. - wrigF�tsoftm 2018-Feb-01 10 44 59 At& Right-Suite®Universal 2018 18.0.04 RSU25790 Page 5 ...YBTG WORKFLOM2550 Delmar Dr\2550_delmar dr.rup Calc=MJ8 Front Door faces SW NEN Right-J®Worksheet Job: 1711 YOPK' a e;:oiNc Date: Jan 31,2018 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email*Tom@nybtg com Web www NYBTG.com 1 Room name Bath 1 Bed 2 2 Exposed wall 6.8 ft 26 0 ft 3 Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 118 x 68 ft 10 x 130.3 ft 5 Room area 79 3 ft' 130.3 ft' Ty Construction U-value Or HTM Area (ftp Load Area (W) Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12F-0sw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 I : (D; 4A4-2o6v 0.470 ne 26.46 3216 0 0 0 0 0 0 0 0 11,10_ -- __ 0.600 ne 33.78. _.13.92- 0 - - - - 0_.__ 0 -4.- - -- .- 4 -- IW 12F-Osw 0 065 se 366 0.78 6 0 0 0 18 18 66 14 11 _G 4A4-20 w 0470 se 26.46 40.08 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 366 0.78 0 0 0 0 94 94 344 73 4A4-2ow 0 470 sw 26.46 40.08 0 0 0 0 0 0 0 0 11,10 0.600_sw _ 3.3.7813 92 0 0 0 0 0 0 0 0 12F-Osw - 0 065 nw 366_ 0.78 54 - 54 198 42 96 75 273 - 58 4A4-2ow 0 470 nw 26.46 32 16 0 0 0 0 21 0 563 684 - - -- - - - - - - - - - -- -- C_ _ - 166-50ad _ _ _-0.020 1.13 - --14Z- __0.93__ __ 79 ___-__79 - 89 74 _130 _ -_ 130 122 F _ ,19A-19bswp _ 0.049 - 216____ 0 36 79 _79 _171 28 __ _ 130 _130_ _ ---282 47 6 c)AED excursion -3 255 Envelope loss/gain 458 141 1675 1253 12 a) Infiltration 136 7 523 29 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 0 00 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 594 148 2198 2332 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 594 148 2198 2332 15 Duct loads 9% 21/. 54 3 9% 21/. 202 50 Total room load 649 152 2399 2382 Air required(cfm) 3418 127 129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c !nmmn .M- 2018-Feb-01 10 44:59 "' Right-Suite®Universal 2018 18.0.04 RSU25790 Page 6 YBTG WORKFLOM2550 Delmar Drk2550_delmar dr.rup Calc=MJ8 Front Door faces,SW ry Right-J®Worksheet Job: 1711 AEW YORK S IBO:;°�" Date: Jan 31,2018 Entire blouse By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web*www.NYBTG.com 1 Room name Closet 2 Exposed wall 20.3 ft 3 Room height 80 ft heattcool 4 Room dimensions 68 x 135 ft 5 Room area 91.1 ft2 Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -- 12F-Osw- -- - 0.065 ne 3.66 0.78 54 - 54 198 42 _ - - 4A4-2ow 0.470 ne 26.46 3216 0 0 0 0 11,10_ - _0:600 ne _ 33. 78-_ _ 13.92 ._ 0 _- 0 _ 0 _ _0 W 12F-Osw 0 065 se '466 078 108 108 395 84 11 I G 4A4-2ow 0470 470 se 2646 4008 0 _ 0 __ 0- 0 - ----- ----- ----- -- -- --- --- V�l - 12F-Osw 0.065 sw 366 0.78 0 0 0 0 IL---GD 4A4-2ow 0.470 sw 2646 40.08 0 0 0 0 11,10 0.600 sw 33.78 13.92 0 _ 0 0 0 W 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 G 4A4-2ow 0.470 n-w 2646 32.16 0 0 0 - - -- -- -- -- -- ----0 - -- -- C _ - 168-50ad__W- 0.020_ - - -- - - - -- - - - ---_ 1.13 0.93___-_ 91 91 -- _ 103 � _ _85 - F _ 19A-19bswp_ _ 0 049 =_ 2.16 0 36__ _ 91 91 _197 33 6 c)AED excursion -8 Envelope loss/gam 892 238 12 a) Infiltration 407 22 b) Room ventilation 0 0 13 Intemal gains* Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 1300 260 Less extemal load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 1300 260 15 Duct loads 90/0 2% 119 6 Total room load 1419 266 Air required(cfm) 751 14 Calculations approved by ACCA to meet all requirements of-Manual J 8th Ed. -rid- wrYghtsolFtm 2018-Feb-01 10 44 59 Aft Right-Suite®Universal 2018 18.0.04 RSU25790 Page 7 YBTG WORKFLOW\2550 Delmar Dr12550_delmar dr.rup Calc=MJ8 Front Door faces SW TRUSS PLACARDING REQUIRED APP OVED AS NOTED ,DATE:-7B.P:°z Blower door FEE. BY: NOTIFY,,BUILDING DEPARTM AT 7 and ductwork ?&'1802 8 AM TO 4 PM FOR THE testing required. FOLLOWING INSPECTIONS:, 1." FOUNDATION - TWO REQUIRED ,FOR POURED CONCRETE 2."ROUGH FRAMING & PLUMBING s. INSULATION Must provide Manuals 4. FINAL - CONSTRUCTION MUST D, J and S as per -BE COMPLETE FOR C.O.- - ISYS Ep1ergY Code, CONSTRUCTION SHALL"MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior'lighting installed,replaced or repaired shall conform COMPLY WITH ALL CODES OF to Chapter 172 NEW YORK STATE & TOWN CODES of the Town Code AS REQUIRED AND CONDITIONS OF TnwNA RD FL(f1UrBER CERTIFICATION CONTENT BEFOfiE CERTIFICATEOF OCCUPANc~Y SOL`,6#4-USED IN WA FEF 4SUPPLY SYSTEM CANNG T EXCEED 2110 OF i% LEAD. OCCUPANCY OR USE IS UNLAWFUL - L AC{L�PLUM'BING WASTE WITHOUT CERTIFICATE 4�'t NQ BE LINES OVE"RI G OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certificatlon that the drainage has been installed to Code. DO TOT PROCEED WITH FRAMING'UNTIL SURVEY i OF FOUNDATION LOCATIC�, HAS SEEN APPROVED. All � _W .! �IP'PROVED REScheck Software Version 4.6.4 DATE 5/21/18 Compliance Certificate PFS CORPORATION Bloomsburg, PA NE Project PRE-32547 slat Energy Code: 2015 IECC 't Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,651 ft2X88250 Glazing Area 10% D S Climate Zone: 4 (5331 HDD) Permit Date: 03/29/18 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2550 DELMAR DRIVE TAPPER PREMEIR BUILDERS (MUNCY LAUREL, NY 11948 2550 DELMAR DRIVE HOMES,LLC) LAUREL, NY 11948 1567 PA RT 442E MUNCY, PA 17756 570-546-8915 Compliance: Passes using UA trade-off Compliance: 15.1%Better Than Code Maximum UA: 272 Your UA: 231 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 970 38.0 11.0 0.023 22 Ceiling 2: Flat Ceiling or Scissor Truss 660 25.0 0.0 0.040 26 Front Wall:Wood Frame, 16"o.c. 384 21.0 0.0 0.057 17 21048-3:Vinyl/Fiberglass Frame:Double Pane with Low-E 35 0.290 10 SHGC: 0.29 3/0 w/2 SL:Solid 37 0.230 9 2/8 FD:Solid 19 0.140 3 Rear Wall:Wood Frame, 16"o.c. 384 21.0 0.0 0.057 17 3037:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.290 3 SHGC:0.29 3859:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC:0.29 3859 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 3859 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 2/8 9-lite:Solid 20 0.230 5 Right Side Wall:Wood Frame, 16"o.c. 330 21.0 0.0 0.057 17 21048-3 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 35 0.290 10 SHGC:0.29 Project Title: PRE-32547 Report date: 03/29/18 Data filename: G:\Premier Builders\2018 Projects\PRE-32547\PRE-32547 ResCheck 03-13-18.rck Page 1 of 10 AssemblyGross Area Cavity Cont. ' Perimeter Left Side Wall:Wood Frame, 16"o.c. 330 21.0 0.0 0.057 18 3859 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,651 30.0 0.0 0.033 54 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 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mandy L. Sowers - drafter 2.gf �y�4y/_ � � 03/29/18 Name-Title Signature 47Date Project Notes: SUFFOLK COUNTY 0 N `� 03/29/18 - APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA Project Title: PRE-32547 Report date: 03/29/18 Data filename: GAPremier Builders\2018 Projects\PRE-32547\PRE-32547 ResCheck 03-13-18.rck Page 2 of 10 S CREScheck Software Version 4.6.4 �J( Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. +`. 'i'z 4'x«�':j;>. :�tr�z :�;�,�::::�,::v �y'�";�:n,: .:;;7,�-��.:"'"""Rt +�':��e^a�;�r'�'�'.. x3.w,�.�;�'4 �?.�. �sti�-F F:'z:.:b�,,,<.'•<:.;;�-s;;.� ,F.N.�. : �,. ,�,�, r ,�e.C,�'lYt�.7,a;.s ��. ^�,x .3P;:,,�,<"�'.�'sFw• ;,�,, ,�;' �L x �'"F�<i-?'�. '"� :.��",5""'' x:.�,z_.. .,i.. ..Y �,� v <:?: Pre ��I�e:��,u�1r�,Plail;-:R;e_1ii��^/nA:. �. y: e��.Yr ,�a .�• � �,�i'�`�",m,lieS�T° ti;;,>r�aY�tr1�'en:�?��;s . ��!'�`. "..��.z.r. :.t,;J•r;�,�, '�S�;F: .1° .s„ :C;Y.:4:. , ,Y'��c�',::lz�"`�.v<�'<^„�►al�2;r�'°3'"S�`'„� .�r[....Jpp11��C/G��'a'��V!!_►►:"t:T3r.. "s:.. .r_'C(.",,;;iy;;'w;,::�:' tl:rr.:” ,a :v'��i 3%�'`�',"..:�4`.�=i_' c:<d•tNvA',;'4:;xm,:', �cx.,, ""v^ti,'.:•!n,:..7a Nr4•.E`t\. 5Er�gkkN. �-.�,:',•.i+s:•1.•:,..i<yf,:'<.•Yr,h�.;... r,:r; :^�,,;. y15y .,S.`•.�v,. .&;:4`3'�r,. 103.1, :Construction"drawings and gy ._F .ro. " ❑Complies ; 103.2 documentation demonstrate '� .❑Does Not }� T. [PRl]l ;energy code compliance for the y _ :building envelope.Thermal ❑Not Observable ; l envelope represented on ❑Not Applicable ; ;construction documents. ' 103.1, :Construction drawings and w €< ��- ❑Complies _z 103.2, :documentation demonstrate .•_mak- x;:� R-� •_, ��"t. . []Does Not ; 403.7 !energy code compliance for ❑Not Observable ; [PR3]l :lighting and mechanical systems. = •.w '. , Systems serving multiple ' ':" „❑Not Applicable ; ;dwelling units must demonstrate :compliance with the IECC :Commercial Provisions, Heating and cooling equipment is; Heating: Heating: ;❑Complies I y4tlnkr�sized per ACCAManual 5 based Btu/hr Btu/hr ❑Does Not P. r' ACCA on loads calculated per ' P � Cooling: ; Cooling: ;❑Not Observable ; Manual J or other methods ' a roved b the code official. ; Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: F . APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) '2 Medium Impact(Tier 2) ,,._; Low Impact(Tier 3) Project Title: PRE-32547 Report date: 03/29/18 Data filename: G:\Premier Builders\2018 Projects\PRE-32547\PRE-32547 ResCheck 03-13-18.rck Page 3 of 10 ' . � WA, MM A protective covering is installed to !LJComplies protect exposed exterior insulation UlDoes Not 02 ""k and extends a minimum of 6 in.below bservable :E]Not Applicable Snow-and ice-melting system controls;F-]Com plies UDoes Not ]Not Observable '[]Not Applicable Additional Comments/Assumptions: ^ 45F�_ APPROVED. PFS CORPORATION : sburg, PA Bloom I High Impact(Tier 1) �J Medium Impact Mer 2) Low Impa Project Title: PRE'32547 Report date: 03/29/I8 Data filename: GAPremierBuUders\2OI8Projects\PRE'32547\PRE'32547ResCheckO3-13-l8.rck Page 4uflU Additional Comments/Assumptions: APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) ?2 Medium Impact(Tier 2) r Low Impact(Tier 3) Project Title: PRE-32547 Report date: 03/29/18 Data filename: G:\Premier Builders\2018 Projects\PRE-32547\PRE-32547 ResCheck 03-13-18.rck Page 6 of 10 ^ ' . 1 IV All installed insulation is labeled Ocomplies R-values []Does Not or the installed E]Not Applicable 402.1.1, !Floor insulation R-value. R- R- �,DComplies :See the Envelope Assemblies 402.2.6 :table fbr values. E] Steel E] Steel !E]Not Observable tlNot Applicable 303.2, Floor insulation installed per ElComplies 402.2.7 !manufacturer's instructions and M E]Does Not i [IN2]1 in substantial contact with the !underside of the subfloor,or floor []Not Observable 1framing cavity insulation is in OX NTINot Applicable i contact with the top side of :sheathing,or continuous Hnsulation is installed on the extends from the bottom to the !top of all perimeter floor framing 402.1.1, Mall insulation R-value. If this is a: R- R- i.ElComplies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the 1,[] Wood :table fbr values. 402.2.6 !wall insulation on the wall El Wood :,[]Does Not I !E] mass E] mass :[]Not Observable [IN311 :exterior,the exterior insulation I i E] Steel Steel :0Not Applicable !requirement applies(FR.10). 303.2 Mall insulation is installed per [IN411 manufacturer's instructions. []Does Not E]Not Observable E]Not Applicable AdditionmUCommmments/Amsmmmptimns: ` DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) r,.2,Medium Impact(Tier 2) LOW lmpact(�r�ie:r�3) Project Title: PRE'32547 Report date: 03/29/I8 Data fi|ename: GAPrenn|erBui|ders\2OlOProjects\PRE'3Z547\PRE-32547ResCheckU3-I3-l8.rck Page 7oflO . ^ ~ ~ - P) tet yd n64 Mp ihifi 402.1.1, !Ceiling insulation R-value. R- 1 R- ElComplies See the Envelope Assemblies 402.2.1, table for values. E] Wood d :E]Does Not 402.2.2, 0 Steel 'E] Steel ![]Not Observable 1 402.2.6 303.1.1.1,:Ceiling insulation installed per PComplies 303.2 :manufacturer's instructions. []Does Not EF1211 :Blown insulation marked every :300 fl:2, E]Not Observable E]Not Applicable Vented attics with air permeable omp es insulation include baffle adjacent Does Not to soffit and eave vents that able 14 extends over insulation. MfUnf Anni cable 402.2.4 !Attic access hatch and door R- 1 R- VComplies [F1311 hnsulation ;--R-value of the :E]Does Not :adjacent assembly. i UNot Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies [F[17]3- :ach in Climate Zones 1-2, and QDoes Not <=3 ach in Climate Zones 3-8. i QNot Observable 1EINot Applicable 403.2.3 1 Duct tightness test result of<=4 1 cfm/100 cfm/100 :E]Complies <=3 cfm/100 fl:2 without air handier@ 25 Pa. For rough-in :E]Not Observable !tests,verification may need to :,[]Not Applicable !occur during Framing Inspection. ElComplies 403.3.2 :Ducts are pressure tested to cfM/100 cfM/100 [F127]1 !determine air leakage with i either: Rough-in test:Total i leakage measured with a �E]Not Observable pressure differential of 0.1 inch :E]Not Applicable 1 w.g.across the system including ithe manufacturer's air handier !enclosure if installed at time of itest.Postconstruction test:Total APPROVED !leakage measured with a IWO, !pressure differential of 0.1 inch 5/21/18 ',including the manufacturer's air PFS CORPORATION 1 handier enclosure. Bloomsburg, PA 403.3.2.1 Air handier leakage designated OComplies [F124]1 by manufacturer at<=2%of []Does Not ;design air flow. E]Not Applicable Programmable thermostats OComplies "installed for control of primary E]Does Not heating and cooling systems and E]Not Observable initially set by manufacturer to r Applicable code specifications. Heat pump thermostat installed ElComplies on heat pumps. []Does Not E]Not Observable E]Not Applicable Circulating service hot water 11Cp plies W(UP,7,5�"A systems have automatic or []Does Not taccessible manual controls. ON'bt Observable E]Nbt Applicable 11 High Impact(Tier 1) Medium Impact(Tier 2) ['3-,]Low I m pact(Tier 3) Project Title: PRE-32547 Report date: 03/29/18 Data filename: G:\Prem|erBuUder$2OI8Projects\PRE'3Z547\PRE-3Z547ResCheckO3-13-l8.rck Page 8ofl8 ' ~ . po is MIX All mechanical ventilation system :]Complies fF1 fans not part of tested and liste- E]Does Not HVAC equipment meet efficacy []Not Observable and air flow limits. Hot water boilers supplying heat Elcomplies through one-or two-pipe heating E]Does Not systems have outdoor setback E]Not Observable control to lower boiler water E]Not Applicable temperature based on outdoor OComplies 4, 033.,5a.-1, Heated water circulation systems R WN:IMA system return pipe is a dedicated J' E]Not Observable return pipe or a cold water supply pipe.Gravity and thermos- E]Not Applicable syphon circulation systems are not present.Controls for _5 circulating hot water system pumps start the pump with signal n641 for hot water demand within the occupancy.Controls atically turn off the pump Jautorn when water is in circulation loop is at set-point temperature and no demand for hot wate r exists. Electric heat trace systems OComplies fIVAP'. comply with IEEE 515.1 or UL FlDoes Not 515.Controls automatically 0Not Observable ^,',,,adjust the energy input to the E]Not Applicable heat tracing to maintain the desired water temperature in the 4 M, .,Water distribution systems that ElComplies have recirculation pumps that E]Does Not J pump water from a heated water E]Not Observable supply pipe back to the heated E]Not Applicable water source through a cold water supply pipe have a demand recirculation water Isystern. Pumps have coi ntrols !that manage operation of the M APPROVED puit ip and limit the temperature '21 Or Tne water entering the cold Z DATE 5/21/18 g to 1049F. water pipin Drain water heat recovery units Complies �,i tested in accordance with CSA []Does Not Bloomsburg, PA B55.1.Potable water E]Not Observable pressure loss of drain water heat recovery units<3 psi for E]Not Applicable "'individual units connected to one or two showers. Potable water- 'd ressure loss of drain water 'A heat recovery units<2 psi for individual units connected to fthree or more showers. 404.1 75%of lamps in permanent ElComplies [F1611 Ifixtures or 75%of permanent ",M�;A- -�ALJD.oes Not !fixtures have high efficacy lamps. []Not Observable ;Does not apply to low-voltage :E]Not Applicable 1, Fuel gas lighting systems have LiComplies `J no continuous pilot light. 0Does Not []Not Applicable I High Impact(Tier 1) 2]Medium Impact(Tier 2) [,�5, Low impact(Tier 3) Project Title: PRE-32547 Report date: 03/29/18 Data filename: GAPnern|erBu||ders\ZOlOProjects\PRE-32547\PRE'32547ResCheckO3'I3'IO.nck Page 9oflU .: . OTan§;Verl ie y;,.{Jeld.A`V.ecifi id -.- . " .•"`' =:_._. r::' . u:EiraY 1r�s eciorrt?rouisios` = sCin tes? ;E:oinm"eo / s'starxt Maris 'Compliance certificate posted. ,. ❑Compli es e Oboes Not []Not Observable ; []Not Applicable M3•:° 'Nanufacturer manuals for ❑Complies ; rF 8 y mechanical and water heating ❑Does Not ; x systems have been provided. . ,a ' h ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 1 High Impact(Tier 1) Medium Impact(Tier 2) y' Low Impact(Tier 3) Project Title: PRE-32547 Report date: 03/29/18 Data filename: G:\Premier Builders\2018 Projects\PRE-32547\PRE-32547 ResCheck 03-13-18.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.29 Door 0.23 Cooling Heating System: Cooling System: Water Heater, Name: Date: Comments APPROVED ' DATE 5/21/18 PFS CORPORATION Bloomsburg, PA Electrical Load Calculation Form: Date: 3/29/2018 Performed By: GLENCOINC Mfg:fj'*'U"' Project: Model:01520517783 Air Conditioning Central Electric Space Heating x.65) * 0 Less Than Four Separately Controlled Electric Space Heating Units x.,65) * 0 Four or More Separately Controlled Electric Space Heating Units (� x.40) * 0 Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Wafts or Circuit Wire General Lighting w L Volt-Amps Ampacity Size 1 st Story 6,x§fR:9—x 3) 4952.995 2nd Story Oil x 3) 0 Small Appliances x 1500 3000 W, 4A V;10 WN, IN 0 0, tlu'l 10, 1. ;Vu 7, 7 19, �",XF, bd % 6A,UWW"'Va 011 FF, R, 4=1 Of NE.. Subtotal: 27852.99 lr 0 First 10 KW of other loads @ 100% = 10000 Remainder of other loads @ 40% 17853 x.40) = 7141 Heat or A/C from Above: Total Calculated Load: = 19062 03/29/18 Required Service Size: 19062 * 240 = 79.43 Amps Installed Panel Size = 20 Amps Max panel amps @ 80% = 160 Amps file name:M��M�M 'a 7�:T' w APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 3-Module-Wide Unit Loading Job # 32547 Single Story Ceiling Height(max)=1 8'-0" Design Loads: 40 -1st Story Live Load(#/SF) Roof Truss 10 -Floor Dead Load (#/SF) 50 -Exterior Wall Dead Load (#/LF) 40 -Marriage Wall Dead Load (#/LF) W1W2 W5 Marriage wall load=(1)wall W3 W4 j.W6 Outer Mod Width (ft): 13.75 Loading Diagram Inner Mod Width (ft): 13.75 Reaction Load(PLF) ' TL LL DLSte 8 W1 369 277 92 q W2 293 220 73 W3 763 552 21162p W4 677 495 182 C °u W5 660 495 165 W6 1044 770 274 03/29/1 S Reaction Formulas: W1 = Reaction converted to PLF derived from truss#HM753218+OH as applicable. W2 = Reaction converted to PLF derived from truss#HM753218. W3= [(1/2 Outer Mod Width)*(1st Story LL+ Floor DL)]+W1 +Ext Wall DL W4= [(1/2 Mod Width)*(1st Story LL+Floor DL)]+W2+Marr Wall DL W5= Reaction converted to PLF derived from truss#HM753218. W6= [(1/2 Mod Width)*(1st Story LL+Floor DL)]+W5+Marr Wall DL Conversion of Truss Reaction in LBS to PLF: Truss Number: _:�; Structural Schedule for a 1-Story Dwelling;: Job#:.fir 12,547'' Ground Snow Load:i� ;p % Exp• . .._ jF W1=438 plf A I F W2=417 plf Wall Zone Roof Pitchy Truss Type Kneewall Dim. W3=832 pif W4=801 pif Roof Design ;`" N2rSk °",,• ,::) Loading Section-"Loads per Module" Max.Module Width x - `;h #,•. House Width(nom) 28 ft• € Wall Height-1st Floor r; ex"8€1. •zck Typical Loads: 1st Fir.LL= 40 psf Ext Wall DL= 50 pif 1st Fir.DL= 10 psf Mate Wall DL= 40 plf (per mod.) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=438 plf. Reference truss reaction/pif calculations below for loading origin. W2=Truss Reaction converted to PLF=417 pif. Reference truss reaction/pif calculations below for loading ongin. W3=[(1/2 Max Mad Width)*(1st Story LL+Floor DLJ]+W3+Ext Wall DL [(0.5 x 13.75)x(40+10)1+438+50=832 pif W4=[(1/2 Max Mod W1dth)'(1st Story LL+Floor DQ]+W2+Marr Wall DL Loading Section LL and DL Summary(plf): [(0.5 x 13.75)x(40+10)]+417+40=801 pif TL LL DL j Wl6= 438 251 187 No-Transfer Load(NTL)Loading Section Formulas: W26= 417 225 192 W3 NTL W1=[(1/2 Max Mad Width)"(1st Story LL+Floor DL)]+Ext Wall DL W3= 832 526 306 [(05x13.75)x(40+10)]+50=394pif W4= 801 500 301 W4 NTL W2=[(1/2 Max Mod Width)'(lst Story LL+Floor DL)]+Marr Wall DL W3 NTL W1= 394 275 119 [(0.5 x 13.75)x(40+10)]+40=384 pif W4 NTL W2= 384 275 109 Truss:I�Tvi7532S4 W SW Truss Reaction: _;93D1tr3s;; Truss R pif-.'-' 65i 7f Adjusted LL 524 x 0.39=F32,'PlU Truss DL:., Truss LL:' Ls M OH LL= 47 ;f; OH DL=ij, Pg Truss Design:f DL•�<,t•�-1€�3=pif," TILL='y TDL= B i ._. • _.. Desired Trussate;,• Reduction Factor: 35/90= ;bias Desired Pg:; ";35;' =: TL= 251+187 Eave OH LL pif: 35 x 1.33= Eave ODL:� 11)fisf:-, Eave OH DL pif: 10 x 1.33= <; I Eave OH Unbal Snow:ow: Eave OH Depth: •..`= 3 ft:."" SW Truss Reaction: '15`if3s?: Truss R pif: ;; Adjusted LL: 577 x 0.39= ? Truss DL Truss o.c.:.a.' ifry A.. LL: :-:- Pg Truss Design: DL' � TLL= 0-. <.;235cf]t - TDL=,:� >.r "V, Desired Truss o.c.: ' &iih"f Reduction Factor: 35/90=.�, Desired Pg::-"". 3&psFs"" TL= 225+192= c r K. - SIZE QA' x /. APPROVED; N\ ' . 5/21/18 � � � DATE r S f* PFS CORPORATION Bloomsburg, PA 03/29/18 Muncy Homes,Inc. 2/23/2018 2 of 42 ' I 1 I Job Truss Truss Type Ory Ply SMP 212 90980 1-IM753218 KINGPOST 1 1 Universal Forest Products Inc.,Grand Rapids,MI 49525,Mike Patten i 8.130 a Dee 12 2017 MiTek Industries,Inc,Tue Feb 20 16 19.25 2018 Copyright 02018 Universal Forest Products,Inc.All Rights Reserved 3-0-4 10-5-0 6-10-8 6-10-8 10-5-0 3-64 9ar-1 7 5x5= s 1.3.4 Opt lim 12 6 8 A SMH18B 5 9 SMH18C P!4 9T in 0.10.12 Opt 3x5= 16 1 3x5= 10 1-3-4 OpL �5 Cfn-off; -'-� 5 1.5x4 II 1 put-offW I—I 0- Opt 3 0-10.12 Opt o SMH18A 0 pt N -off SMH18A Qut-o d u5 8x8 3 C ff 'h 11 6x8 m 2 m 12 = 21 m d 22 cm ,y _ 4 W ' 13Nm 5x5 II 20 18 17 '8x6= 14 5x5 II 4x5 2x6 11 8x8 19 15 2x6 11 4x5 r-0B Q0.8 2 34.8 70.1.0 134 0-1-t}0.1-8 143.0 3+8 0.472 41-7.8 Plate Offsets MY)-[1.0.0-0,Edge],[1 0.2-8,1-0-9],[2.034,0-5-4],[3 0.1-0,0-0-8],[4:0-0-0,0.1-0],[7•0.2-8,Edge],[10.0-0-0,0-1-0],[11.0.1-0,0.0-8],112 034,0-5-4],[13.0-2-8,1-0.9],[13.0-0-6,0-0-0], 14 0 4 0 0.1 15.0.2-0 0-4-4 19 0-2-0.G-4-41, 20 04-0.0-1-01 I LOADING(psf)26.9 SPACING- 1-40 CSI. DEFL in Qac) Wait Ud PLATES GRIP TCLL(Ground Snow--35 0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.30 17-18 >547 240 MT20 137/130 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -04417-18 >365 180 MT18HS 197/144 BCLL 0.0• Rep Stress Incr YES WB 0.64 Horz(CT) 0 02 13 n/a rile BCDL 100 Code IBC2015/rP12014 Matrtt-R Weight 176 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 55-3 cc purlins. [P] T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. BOT CHORD 2x6 SPF No.2*Except WEBS 1 Row at midpt 2-19,12-15 83 2x8 SPF No.2,B2 2x4 SPF No.2 JOINTS 1 Brace at Jt(s):16,21,22 WEBS 2x3 SPF Stud*Except' W5-2x4 SPF Stud,W4.1-1/2X9-1/4 LP-LSL TC 1.75E,W2 2x4 SPF No 2 REACTIONS. (Ib/size) 1=411/0-5.8 (min 0.1-8),13=411/0.5-8(min.0.1-8),18=559/Mechaniral,17=560/Mechanical,15=390/0-1-8 (min.0-1-8),19=390/0.1-8 (min 0.1-8) Max Harz 1=14B(LC 9),18=6(LC 14) Max Upl ft1=133(LC 9),13=195(LC 10),18=-92(LC 9),17=23Q.0 10),15=173(-C 10),19=166(LC 9) Max Gravl=411(1-9 1),13=411(LC 1),18=880(LC 3),17=878(_C 4),15=390(LC 1),19=390(LC 1) FORCES. Ob)-Maximum Compression/Maximum Tension TOP CHORD 1-2=932/441,2-3=180/266,3-4=1651291,4-5=31/293,5-6=11/301,6-7=795/284,7-8=795/284,8-9-4/254,Y10=26/247,1(3-11=164243,1 1-1 2=1 8 0122 0,12-13=933/441 BOT CHORD 1-23=387/852,20-23=3871852,19.20=387/852,1415=-387/851,14-26=387/851,2428 87/851,24-25=-387/851,1325=-387/851,17-18=2/12,6-16=01869,8-16=0/669 WEBS 6-18=-656/146,8-17 54/116,7-16=0!309,1522=238212,19-21=238212,2-20=01264,2-19=797/3 I8,12A4=0/264,12-15=79=09,421=240213,10.2 2=-2 3 91213 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression Ob)/Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment ab-in) 5=21/297/6410,6=656/146/656/0,8=6 5 411 1 6/8 5 4/0,9=14250/64/0,17=654/116/654/0,18=656/146/656/0,21=24021325/0,22=2392132.5/0 NOTES- I APPROVED 1)Dado.0314 length x0-0-12 deep dodo,0.1-8 to left edge from joint 1 on the bottom face. I 2)Dado 0314 length x 0-0-12 deep dado,0.10.8 to right edge from joint 13 on the bottom face. 5/21/18 vi000- 3)Wind*ASCE 7-10;Vult=135mph(3-second gust)Vasd=107mph,TCDL=6.Opsf;BCDL=6.Opsf;h=30ft,Cat It;Exp C,enclosed,MWFRS(envelope)gable DATE and zone and C-C EMenor(2)zone;cantilever left exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate gnp p FS CO RPO RATI N DOL=1.60 4)The Overhang is NOT EXPOSED to the wind an the RIGHT SIDE. 5)TCLL ASCE 7-10,Pg=35.0 psf(ground snow),Ps=26.9 psf(roof snow),Category 11,Exp C,Parbaliy Exp.,Ct-1 1 BIOOITisburg, PA 6)Roof design snow load has been reduced to account for slope 7)Unbalanced snow loads have been considered for this design 8)All plates are MT20 plates unless otherwise indicated. 9)See HINGE PLATE DETAILS for plate placement E-signed by Kevin Freeman 10)Provisions must be made to prevent lateral movement of hinged member(s)dunng transportation. 11)All additional member connections shall be provided by others for farces as Indicated. 12)This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent with any other live loads. 13)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0.0 wide will fit between the botto C 11/ chard and any other members,with BCDL=10 Opst I I {� 14)Provide mechanical connection(by others)of truss to beanng plate atjoint(s)15,19 :.3v' y�, ,'. 15)Provide mechanical connection(by athers)of truss to bearing plate capable of vAthstanding 133 Ib upurt at joint 1,19516 uplift at joint 13,92 Ib upldt stjoint, CO -; q 18,23 Ib uplift at joint 17,173 Ib uprift at joint 15 and 166 Ib uplift at]amt 19. 16)Forty of members 20-19,15-14,15-22,19-21 have been changed. 17)NA 18)This truss Is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANS I/TP1 1. i-- 19)Take precaution to keep the chards in plane,any bending or twisting of the hinge plate must be repaired before the budding is put into service. 20)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temparary supports. All field-installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The fmal determination on whether a truss design is acceptable under the locally adopted budding code rest with the budding official or designated appomteeJ 2/21/2018 ® WARNING -Verify design parameters and READ NOTES Universal�orest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified Without approval ofthe buss design engineer. PHONE(616)364-6161 FAX(616r365-0060 GRAND RAPIDS,MI49525 This component hes only been designed forthe loads noted an this drawing Construction and riPong forces have not been considered.The budder is responsible for lifting methods and system design.Builder responsibilities are defined underTPlt.This design Is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper Incorporation[of component Is responsibi ty of budding designer-not truss designer.Bracing shown is for lateral support of individual wab members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.Fol general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WfCA,6300 Enterprise LN,Madison,WI 53719 J.lsuppoftW[tekSuppltemplateslufp tpe Muncy Homes,Inc. 2/23/2018 3 of 42 t Jott Truat Tnr#tTyps +(tY Pg $MP M 78322 HM753214 HIRG!E'MOff0 ( 1 04-Ftaf=28'28'=60!90 bdWenaFF6res1Wdu4tslna.,Grand82pids,MI40525,AM&Paben- MOM-4an20201kfffaFtndusin 4trq WadlAgY2?'t204:632Q,15 ClSpgtl htl��!z095 Elifider'Sat FQis0;PC1);Iucf6,1rM.Ali Rights=liesdrved t„ '111.448 t�rt0l(svRr - at�,�< actatt ;sMNiti� 6 8 ' k ,8 4 • 0-10-�2'tR 1%ZO i 9•T� HEAC�TIQNS � 6,00 12 y'�.. htaXH9[68�76�LC9}G5 001(!¢_14) htaxlip6R8'^445"9),?-liz{Ldo) fib -MIN Rta,tc•ra�+ ?2ao{L�ta)7,. ttctA) _ 10=4'Op4 pAA' _ Alfa_ 6:ttriat>pr;., `�1t1Hit3g -- �tI3.COp4 b>etair WWI 1 ;t Wt I T V-17112- ; L'AO E, SXb:it B' ,8x8 7 RFACTION5 *q 1)18 Mex Hom 14'7b"'%*,,. -141' 14) 2-M F 100-0 M,- fAtl�474(LC9},,7�34{CC�. 13-UP-1 { Maxcrav rs990(Lt;14};z az5{r c:taf. >E PteOirsets t:Q>254-0: IZMA-0.2 2:0.3>OOSB (i SPACINGA240 ; 8PAa1NG41.4-0 SP.8C8+Gu:.14w SSI DEEL. Ni L•DADING(pso LOADING(psQ LOAO0lGr isl}, 0,C); rdett L0, PtJIT�S JGio FlalsGripdOL 116 TO '6.`05 _ Verf -1 7CLL_ -- -061 TOL -_ . 69:3- TCLL -- %t2A— - (4 L7 -019 T-0 >$99 200 h1Tp0" iB7f144 {GrounttStwY�6b.4) (Gtoundstpr90,0y (GtonddStxr,�r-126x).. ttiimharDOL_ 1a —8L70$Oi �70it{C,t) A26 '`? >761 180- _—tNT16YIS '197Iit4 7CDL 7.0 (CDL Y05 TCI7L 1 q RaptitresF'hux, YES WE ,ILS1, HM(CT). 0:02 x Ma- nra= y BCLL 6,b•+ BCLL 0a BCL, Codar4oG2 j2A t#ot51 (INatri¢, " 11VetgAt'b9tt Q.0„ TPI2a14:; Fl=G9i � BCDL YQ D BCDL ISA 86M20.0 LIlMHER•, t3ltgbitl6< _ V' :� TdRCH¢}13'2a8SflFNc2}ExaePl' TOP CHQR)'.�'v b}tdM[Wda5heatbtdQ.d'`tattljSopPPed.2,Ocjpp{pFn5i`®? pre�ldVet4eats:�P] '�=:10;2iC4SRFStod 80T,HORtX 'Rigfstc0l6npfiireMllyaPPTe4wt 40t tif8 9. - ,i" BOTCH(>FtD•2> PF)lo2 'yYEBS 't RtaO<eTrnktpt 2-r WEB$' a •,2x3SPFStUd-EMpt V Zit4.SpFNo.2,.W4:27(taLSLTNsaGrade F APPROVED tit 5'1+ RE1t�f1oN3<(lblelaa) `7=739]0.1-ti(mTn,0440.6L-0lMOtan(aaI 1=B3010C 6(mh It 1 A} XP i Maxkcrcq=,fUkw#4):1=P6(Lgs) 1gaxUpvt sIowa), DATE 5/21/18 Vp KEVIN 3 McKG(eIF7=$73(C�14),f�$9t{L 1tf} r-�,E;IAMI PFS CORPORATIONi ORCE ...(6�}-MaiddlUrt[Compre531pNkt9rdmumT9nsig(C Bloomsburg,PA 1 fis ' " TOP,CHORD- V2=Y7!)fi1BS6 23=�861(91,3 6'6S119B 4�1r��8aJ104. 2t?I61�5�=1+1/88 7-0=-084(502 l 1 BOTCHORD t1, 11=1b091t466,_1112=JODOf1a58 812 dDffOJ)45l'T8 1000Ft45¢, WR85: ' ?W411,2.7-tt331/55.•d 9>74?1b52 "r',i . ` ; RE4VIREDFIELD Jl31NTC8tVNEC710N5` -MawnumCpinprsysiba,'{IyflMaiimumlenslon{p)tMW?{nuntShear{b)iMazmumM?mept(tsfi7)' t' <' :S=t391l17/Ctl9,`tta75ar582/318N , ��}lf}P,�1. ' . .1r-t '1}Dado:qs=t4-(e0giitxa-0.{2deapdaa'tr,oi.8'anda.(ante}eneuga(mm{oinrianfhabottortii§oq, .•-•�"� /a�dj ' 2)Mi i�si '�aotY�ir=tssmPfi,p�s�ona sus<).ves(r=t �ipt+�xa�t o x171 Z rpsf,BCDL AiiSt�t�1L saadPtt�t6tn c a, rcpt 3 tP:i �CDL�a.6pery;;(AN.A80mPii@72trra,�fTCt3t=a�psF,BCDL=B.6psp;#j�30R;Cet.,lt;EigtiCiendbae�l;MWFRS'{®nvabpe>9e10a-endzonaagaC•C :tit{2jzone.oantgeverteRgxpoaed;CCtarmem6ersandfor�aeatdlryFttSrorroecuons'ahotimr;Wmbenoot t.6o'piatbgrtpt?pC=}.56 E-s(SnedbyKeyirtl'teemao � 3}7C�tJ.'::�1SQE,1=1C,`;Pp9!60'61ist•'j9toisl!t3par'r}•"Ps=46�;paT(rao}•anbyr);Calegbprl{:.��C:PeiOxgy;Exp;,;CE=1.t 4}.RogrdasTgn sncWtaadhaaheeitreducetl to:aicuUhttars{ape: •aVtlttltttYltry�� 8)Onbabttcedanowteed"shave°heamm�sideradiorlhts•deslprt gip!-�¢'((��.,r� ) bynaglatasaieMT26p4ttesunless;athapHae_tndlaated - ��,��.•s�jz••�•,.�'C!�y. 7)S'elik(111Gt:1?tA7EOETk71.S,iorplaldpi3captanf. .'��' `�' C•?@L9 8)piorvfslortsmuatbeinadeto vantlateral ovemedtothaodgtambars du 't`•'� ��.ro m � t F. ring irensporletwrt. 9)Aprsi(d¢�ogatmemprcorvtectionsshdtbaprovxlpdbycthersY6ctdtgex•pY:lnrGretad I `a 10)"¢ilA lnrsa ryasfiedn dastpnq`dfofa{0:0 psl hut[om rlfoKi<;V`ed itanconcriiientivi0ragy.4thef�ve�oada. = ' a ti}�7td:Ynisshaslieer+Aebfynedron8tvcxoadM?Obpstan0iebouomrh6idhra9ar�as.tNmeredangla3BQdatby20UWjt1aW3fithef.Yeenihebonom l ;a= ��, cttord�ed anp othermembera. .�.: i ,a 12)'PmNderdecilan[ca{xannacbon(byotheta)nrtmsdta,tq ecapabteotwtlhctandaigil6mup6ttalj6lnt�andSS}bsrptlLetjc4ilT. 5� moi, zti r. 0; t3)'fFflsltussisdesfgnertinadcoEdenCeWtf[.the'2078Iht6m0tionaltdU�ng�CaNeisegion230S.y,anBraTerorit5d'sten3etd/iN91RPt't. ;ir, ��, fa)Take 6pNre&1carfuDteapnmtee-kine>epe,thealwr#1nplane;any begdkgor(ySpmid7�n,anudpataathsixisaptsuet'tinatoaemce, adnsblMls (oCualfit4415}; ead,lssroa .tgnP*y,suppw[smai}iegpe(aslh6on ( as1,�r11►intLs8li3O;�`•ti• uacn py�!4, ,ai,Qinracgtit• i i 16)ThlaWsaledealgned,tnaecadagcevMlbtt1e21tt2 t9rsec23093'andMrs rCed6tandartlAtlSV1P)T 4uadoe,auttrsnsprrn4yraopmsd. ysw.sna rmaatyop4rxoattvarvrer �drsrunhs 4.s ar M sw o<f>SrHed, The not aeeessanlp fhe amanlpta�ta bbildktgtiodIee,tTabeka nsed pdroqgfeas?saiol'ntaalnboetsa,rneavplepwrocvdetthlee dtuesailmn uspdeeraYtbidesstteeiged.,aTrkdee fiapttaelrodgrxteedilitfnga,dotumek t7 rwNa2%6s/i?,9)p'1r0m11mied twrC so7a2ofe s ttuasdesigmts eccepleBle ua$erlAe kcal$?adopteBng cods{est�tviih Ole t+uddtnp'alficfal tKff4_siynated�sppointee, WARNING-Verlfy xfe /91ti parah efetr�and,READWO ES lJtditerse(Forestprodu*Mc 2801 EASTHEYLCINE.RIi,NE Ttuscshad66tie¢it'arsw8ifrodwllhoutapprovalufi)iehvss.daatynocryHsar. PHQ11E{81S}.'fit{6161'ENS(916j TaRANI}-RAPIDS;.M1495251 f�(a wrnpapeni has 09S diaVAnq,r�nsTNetibn atld F/irlg igrc3ype"a9t0dan imaNdbied.The brtn7gbrEf'reapbn#6tk iotlt6a9rr»Ihods nid'�ystiaGdes7gn>.BnBdar»speps{bill5eiare dafuiedundB►TP)I:ThisdHt9n i6 6aaed on(ydpon'pirarrie{ephey iy and 1s fer tn(d�ridualhufkrndcbh�WnsntSabr(dltatNd'and}z3d¢dvgnfca0y<�tppFciE�lyat.ddsrod p3raMstaiCsadpraperincorpon6an et'.compeitanik'neippdsi5lflyof hui(digq deslpnet datWssdAdgner.B/adngafi0vm�ior-filagFsuppgrfoiindividoelxehmambarsoni AddBonal;ampaMyhraiqlo#Aeurastabit,du&gcanstrudon {i:tha[eapana�Tity'o{Uid otectol Ark4lkgeliiehnsnentb+lar9 o18+b 4vi!tetl'alnrslure taAte iriiponsibBlY 4ftfiebutdlsg ilei7gner.C•9r9eg4ratpu�daAr4 rii0ir�m{} isbmaiton,,r{uafity�arrlm(starxge'debva y,erac6an end t fssMq,aoncut 13C9Gj-0ti.tmm rh�QJMdTNasCaltgW a{Aaark t andTjusr.pWts in9laula Rbwnunemietianavaebtr (tons Witt,X00 isrilglpdie LN,Msdisoo,WCS3719-1:1%4ppa�tV.SIekSIIPPtlejr+plaleb'Wfptpa i Muncy Homes,Inc. 2/23/2018 4.af912 awWc¢..w✓�+lb:F.�r«xa-"�r'.7.4'�xia�"i....i�'=-'�.sifia�^i.�`>a¢""+tt.xis^'Hu<`....dvn.�A..ay..:.tt..e.,.,.><,*�s wF�,.„...No.�.�w�'Y»._._-..w....mk....w.=--:::-'[.:yeti '..•:aL««•'s—.._-..u.wrt/ax_aeinw...«_....�zu ue.....roes...aoxs....—...-•'•�-.:t•..`"i.-.:-...r<...-,..n"xew-ua...aa«W.�.a.a. "iz.'3 t�- .TJMMSAL POREST:PRODUCTS,TNC> rM ?1FG2 11=763214 JSMF 97 '"I$e pmfess[arlpl epgtneedggseal indleatesthato licensed professional has o ilewed the tlesf jn•rindaraihastapdards letkrenaedwithin this dogtiniedt,notnecessadty the tputeh1810to bulWing each,The engtheadng soot is nod an approval to use a design In> specif<c.state.The Rnalgletermination on whether a,lruss dealgnis accepteblo under the'ta6olly adopted building cbde'restwlth the buildthdowell or doslghat@d appointee. - �,�'"fjt'tt.�• �AxA`�` ��I� if^�, .z .r •� A�' <•'�«S,> p �,<'•,�.a�n 1._•` ';_ ,` 9"� �5^`176��/z..:`t�.t *VolX�}%2•s.:i ;,,x .,. ''ni .h ,r` 1�q(�f $ ]�,�`� ",t' , it.•_�=,�„ yL+rl'>lQI��.V`�� i:h x �h��". r.: !�{"� -'.. ':VL}x, i`� • G� L sti �,+5 �x'`l�,t_�.t� � �a� �fz.., 5 !�Rj/�1.{ � pp �Yy�M > =i' ^�+.i. ,,�•��i� `�4�r�' ' ��a� `< ��:"=JS;.; �'r', fAf y..• krr'�^ rt�`lr�S•�:, .�.y"I,iY`.1 ; �4r S - �.�,�;,,y '1 ,`:!VP `� `�•.=s a .�<`�'� '�� 1� ��s�#!�, ` .,;'t:a � t y' x-�ti lc � rs ,. ,,,.�'<�y:a ;� r•=�� l•_��w,g�,� _C+ ;',�^�j'=Fa.,� l ,!• is l *- 't Ij; a.. :, t{' _•y.•*�rr.�.+�� =��w'.y`.j� 'i,�t;:,�Z`.r �!y of S�_'''. Mra r.,&L' ^, "i 7"� , � ~x 3'.r„ .�F m 'XS tx ° ,y� yx'}• •}• t fc _ r, . r p;w+;� tib � ,t..• �a ' �f"'/ - �f i 'ar -S .a .,x l + A�` �t f' !'t ,�{. d •�yyyg�fj l# � � ,;..+ - .�R,/fk,• i; - �v ,wa`,;: �, �.�.:� �Cx4 1S M��,.Ia.`t��i 'r!�" fN -�.;: ,..�1•lr<5" a•� '�, '~' :STOaF _.`o,<�",.:.a,�1�".a. #i �,e�;tr�,a'f •`,;• _ aril_ M��S _"` ' I --- 1;► �•y~'•�, S -n y a�� l ABY e.• =a 1. v i C APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA Corporate Enguleering 280"l East Beltbc;,NE Gr.gnd'Rapids,M149525-9736'(616)364.,6161 Eax(610,)365�-O060 ufpixom Muncy Homes,Inc. 2/23/2018 'Af912 = f ' HEADERS AND GIRDERS_- DIMENSIONAL LUMBER r :��orf;�••�- :�� =.�- 7. Referenced NDS Std(s):; §5 ZitfiExG it4t(ieaile%MeX?Span Composite Beam Properties: Member z2z& P #2'' b= 4.5 in No,of Members: s, d= 5.5 in tz r -u TL(-beam weight):�F: k" pl�f%v, ` A= 24.75 in' LL. �,xa•,.�.2�.�'RI S,,= 22.689 in DL: 187 plf I,«= 62.391 in Beam DL= 4.506 pif Fb= 875 psi TL Deflection: L/180 F„= 135 psi LL Deflection: L,244 j Fr.= 1150 psi CD: Fel 425 psi Max Model Specific Span: 'S 5 f r' f a E= 1400000 psi Emi,,= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fe= FbxCDXCMxCtxCLxCFxCf,xC1xC, 'F�= FrZCMxCtxCixCb = 875x1.15x1x1x1x1.3x1x1x1.15=1504.3psi =425xlx1x1x1=425psi F„= FvxCr)xCMxCtxC, E'= Ex CMxCtxC, = 135x1.15x1x1x1=155.3 psi = 1400000x1x1x1=1400000 psi Fc'= F.xCDXCMxCtxCFxCixCP Emin'= EminxCMxCtxC,XCT = 1150x1.15x1x1x1.1x1x1=1454.8 psi =510000x1x1x1x1=510000 psi BENDING: kf= 8 Fb'S = (8)(1504.3)(22.689) W 12 (442.506)(12) SHEAR: ,%fv= 4 Fv A 2 d = (4)(155.3)(24.75) (2)(5.5) _ "'12-51ft: 3 W + 12 (3)(442.506) + 12 DEFLECTION-TL: 5 E, a'OTL= 3 E I = 3 (1400000)(62.391) _ .B6ft : �m:� 337.5 W (337.5)(442.506) irrw � Uj DEFLECTION-LL: x ��= koLL=3 El = 3 (1400000)(62.391) _ "9,18`f:,, . , P • 450 W (450)(251) 03/29/18 MAX.ALLOWABLE SPAN: 3, -ft G Max Allowable Span for Uniform Load of 438 plf] Span controlled by Bending. ft:Nfaz"iFt►ui4mociei=specific/ REO,'D BEARING: APPROVED Reaction=0.5 W L = (0.5)(442.506)(5.5) = 1217 Ib DATE 5/21/18 Bearing Req'd= R/Fcl = (1217)/(425) = 2.86 in PFS CORPORATION Bearing Length Req'd= R/Fc'/b = (1217)/(425)/(4.5) = 0.64 in -L Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 6 of 42 HEADERS AND GIRDERS - DIMENSIONAL LUMBER Referenced � ,NDS Std(s): •.�__.�.. � .:�:�_..�.� �� Y ��:�iVaiifYf�eaider=lGtaic5paa:=� ��=�s�.� Composite Beam Properties: Member: _P `# /#) b= 4.5 in No.of Members: ; ,, d= 7.25 in TL(-beam weight): `:pFf °_" A= 32.625 inZ LL:. 22T1plf: Sm= 39.423 in-3 DL: 92 plf I,a= 142.905 in Beam DL= S.94 plf Fb= 875 psi TL Deflection: L/180 F,= 135 psi LL Deflection: y •x (l.d a 7 <:.: F,= 1150 psi Cp:(', Fr — 425 psi Max Model Specific Span: Via '> ftti^ ` E= 1400000 psi _ Emin= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCDxCMxCtxCLxCFXCf„xC,xCr F�= F,.ZCMxCtxCixCb =875x1.15xlx1x1x1.2x1x1x1.15=1388.6psi =425x1x1x1x1=425 psi F,'= F„xCDxCMXCtxC1 E'= ExCMxCtxCi = 135x1.15x1x1x1=155.3 psi = 1400000x1x1x1=1400000 psi F�= FrxCDxCMxCtxCFxCixCP Emin'= Emi,,xCMxCtxC,xCT = 1150x1.15xlx1x1.05x1x1=1388.6 psi =510000x1x1x1x1=510000 psi BENDING: Xfb= 8 Fb'S = (8)(1388.6)(39.423) W 12 (374.94)(12) SHEAR: = 4 Fv A + 2 d = (4)(155.3)(32.625) (2)(7.25) 3 W 12 (3)(374.94) + 12 DEFLECTION-TL: C)F NEI a'oTL= 3 E I = 3 (1400000)(142.905) _ `;7�;.fi5•fE 337.5 W (337.5)(374.94) DEFLECTION-LL: �sfi a'OLL=3 E I = 3 (1400000)(142.905) _ , ?3:;7.�.,ft 450 W (450)(277) 03/29/18 MAX.ALLOWABLE SPAN: Max Allowable Span for Uniform Load of 369 plf. Span controlled by Bending. ;9:87 >yor='875'ft lUlaxrtiuirriorief=speciflc;spairt`= REQ'D BEARING: APPROVED Reaction=0.5 W L = (0.5)(374.94)(9.87) = 1851 lbs 5/21/18 Bearing Req'd= R/Fc l = (1851)/(425) = 4.36 in DATE Bearing Length Req'd= R/Fc' b = (1851)/(425)/(4.5) = 0.97 in PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 7 of 42 Prosect:32547 page Bird II / Location:Garage Dropped Header-Gravity Homes,Inc. W1%W'1RichardW. YMulti-Loaded Multl-Span Beam 1567 Route 442 Highway [2015 International Building Code(2015 NDS)] Muncy,PA 17756 (3)1.5INx 12.0 INx20.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 8:54:54 AM Section Adequate By:20.9% 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 0.81 IN U301 Dead Load 0.31 in Total Load 1.12 IN U218 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 2805 Ib 2805 Ib Dead Load 1068 Ib 1068 lb Total Load 3873 Ib 3873 Ib Bearing Length 1.15 in 1.15 in BEAM DATA Center Span Length 20.25 ft Unbraced Length-Top 0 ft 20.25 It Unbraced Length-Bottom 20.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 277 pif Base Values Adjusted Uniform Dead Load 92, pif Beam Self Weight 14 plf Bending Stress: Fb= 3100 psi Fb'= 3100 psi Total Uniform Load 314 pif Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc--L= 750 psi Controlling Moment: 19606 ft-Ib 10.12 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3563 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: 75.89 in3 108 in3 Area(Shear): 18.43 in2 54 int Moment of Inertia(deflection): 535.9 in4 648 in4 Moment: 19606 ft-Ib 27900 ft-Ib Shear: -3563 lb 10440 lb NOTES S LL FAPPROVED DATE 5/21/18 kk PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 8 of 42 page Project:32547 W� :.��-;';7_xMuncy, Richard W.Bird II Location:Garage Dropped Header-UpliftMuncy Homes,Inc. Multi-Loaded Multi-Span Beam 1567 Route 442 Highway[2015 International Building Code(2015 NDS)] PA 17756 (3)1.5 IN x 12.0 IN x 20.25 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 10:34:44 AM Section Adequate By:77.9% 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 -0.57 IN U427 Dead Load 0.04 in Total Load -0.53 IN U459 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load -1974 Ib -1974 Ib Dead Load 137 Ib 137 Ib Total Load -1837 Ib -1837 Ib Uplift(1.5 F.S) -1883 Ib -1883 Ib Bearing Length 0.04 in 0.04 in BEAM DATA Center Span Length 20.25 ft 20.25 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 20.25 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load -195 plf Uniform Dead Load 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 14 pif Base Values Adiusted Bending Stress: Fb= 3100 psi Fb'= 3979 psi Total Uniform Load -182 plf Cd=1.60 CI=0.80 CF=1.00 Shear Stress: Fv= 290 psi FV= 464 psi Cd=1.60 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Controlling Moment: -9303 ft-Ib 10.12 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 18381b 20.0 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: Read Provided Section Modulus: 28.05 1n3 108 in3 Area(Shear): 5.94 int 54 int Moment of Inertia(deflection): 364.27 in4 648 in4 Moment: -9303 ft-Ib 35815 ft-Ib Shear: 18381b 16704 lb NOTES Y x'05 • U6 F . APPROVED 'E 5/21/18 DATE, . PFS CORPORATION Bloomsburg, PA 03/29/18 Muncy Homes,Inc. 2/23/2018 9 of 42 _ page Project:32547 - Richard W.Bird II / Location:Bath#1/Hall Clg Beam—Outer Mod-gravity ¢ ; ;Muncy Homes,Inc. Multi-Loaded Multi-Span Beam w� M 1567 Route 442 Highway of [2015 Intemational Building Code(2015 NDS)] Muncy,PA 17756 1.5 IN x 11.25 IN x 11.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 4:30:18 PM Section Adequate By:57.6% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.24 IN U567 Dead Load 0.09 in Total Load 0.33 IN L/420 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1265 Ib 1265 lb Dead Load 444 Ib 444 Ib Total Load 1709 Ib 1709 Ib Bearing Length 1.52 in 1.52 in BEAM DATA Center Span Length 11.5 ft Unbraced Length-Top 0 ft 11.5 ft Unbraced Length-Bottom 11.5 ft Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 220 pif Base Values Adjusted Uniform Dead Load 73 plf Beam Self Weight 4 pif Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 297 pif Cd=1.15 CF=1.01 Shear Stress: Fv= 290 psi Fv'= ' 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-L= 750 psi Fc--L= 750 psi Controlling Moment: 4913 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1436 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: 16.41 in3 31.64 in3 Area(Shear): 6.46 in2 16.88 int Moment of Inertia(deflection): 112.91 in4 177.98 in4 Moment: 4913 ft-lb 9476 ft-Ib Shear: -1436 lb 3752 lb NOTES U ? ttta� hA. SR h APPROVED 5/21/18 DATE M CORPORATION Bloomsburg, PA 03/29/18 MEN Muncy Homes,Inc. 2/23/2018 10 of 42 Project:32547 `" Richard W.Bird II page Location-Bath#1/Hall Clg Beam—Outer Mod-uplift Muncy Homes,Inc. / Multi-Loaded Multi-Span BeamI- - 1567 Route 442 Highway of [2015 International Building Code(2015 NDS)] �Muncy,PA 17756 1.5 IN x 11.25 IN x 11.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 4:33:16 PM Section Adequate By:22.9% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load -0.14 IN U960 Dead Load 0.00 in Total Load -0.14 IN U993 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS ® B Live Load -748 lb -748 Ib Dead Load 24 Ib 24 Ib Total Load -724 Ib -724 Ib Uplift(1.6 F.S) -731 Ib -731 Ib Bearing Length 0.02 in 0.02 in BEAM DATA Center Span Length 11.5 ft 11.5 R Unbraced Length-Top 0 ft Unbraced Length-Bottom 11.5 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load -130 plf 2.0 Rigidlam Uniform Dead Load 0 plf LVL-Roseburg Forest Products Base Values Admusted Beam Self Weight 4 plf Bending Stress: Fb= 3100 psi Fb'= 969 psi Total Uniform Load -126 plf Cd=1.60 C1=0.19 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 464 psi Cd=1.60 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc- = 750 psi Fc--L'= 750 psi Controlling Moment: -2079 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -723 Ib At 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: 25.75 in3 31.64 in3 Area(Shear): 2.34 in2 16.88 int Moment of Inertia(deflection): 66.72 in4 177.98 in4 Moment: -2079 ft-ib 2555 ft-Ib Shear: -723 Ib 5220 Ib NOTES APPROVED DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 11 of 42 Project:32547 Page Richard W.Bird II / Location:Bath#1/Hall Clg Beam—inner Mod-gravity �' -�"�Muncy Homes,Inc. Multi-Loaded Multi-Span Beam '.1567 Route 442 Highway [2015 International Building Code(2015 NDS)] 0- Muncy,PA 17756 (2)1.5 IN x 11.25 IN x 11.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 4:31:39 PM Section Adequate By:40.1% 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 0.27 IN U504 Dead Load 0.10 in Total Load 0.37 IN U374 Live Load Deflection Criteria:U350 Total Load Deflection Criteria:U240 REACTIONS E B Live Load 2846 Ib 2846 lb Dead Load 997 Ib 997 Ib Total Load 3843 lb 3843 Ib Bearing Length 1.71 in 1.71 in BEAM DATA Center Span Length 11.5 ft Unbraced Length-Top 0 ft 11.5 ft Unbraced Length-Bottom 11.5 ft Live Load Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Live Load 495 pif Uniform Dead Load 165 pif Base Values dusted Beam Self Weight 8 pif Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 668 pif Cd=1.15 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc- I-= 750 psi Fc-1'= 750 psi Controlling Moment: 11050 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3229 lb 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: 36.9 m3 63.28 in3 Area(Shear): 14.52 int 33.75 in2 Moment of Inertia(deflection): 254.04 in4 355.96 in4 Moment: 11050 ft-Ib 18952 ft-Ib Shear: -3229 lb 75041b NOTES ILIx V �, n APPROVED DATE / PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 12 of 42 page Project:32547 Richard W.Bird II / Location:Bath#1/Hall Clg Beam Inner Mod-uplift :~ Muncy Homes,Inc. Multi-Loaded Multi-Span Beam - "i ..1567 Route 442 Highway 12015 International Building Code(2015 NDS)] - uMuncy,PA 17756 (2)1.5 IN x 11.25 IN x 11.5 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 4:32:26 PM Section Adequate By:905.2% 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 -0.04 IN U3619 Dead Load 0.00 in Total Load -0.03 IN U4123 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 9 B Live Load -397 Ib -397 lb Dead Load 49 Ib 49 Ib Total Load -348 Ib -348 Ib Uplift(1.5 F.S) -364 Ib -364 Ib Bearing Length 0.02 in 0.02 in BEAM DATA Center Span Length 11.5 ft 11.5ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11.5 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load -69 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0, pif Base Values Adiusted Beam Self Weight 8 plf Bending Stress: Fb= 3100 psi Fb'= 3509 psi Total Uniform Load -61 pif Cd=1.60 C1=0.70 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 464 psi Cd=1.60 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.--to Grain: Fc-1= 750 psi Fc--L'= 750 psi Controlling Moment: -1001 ft-Ib 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 348 Ib 12.0 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: Read Provided Section Modulus: 3.42 in3 63.28 in3 Area(Shear): 1.13 int 33.75 int Moment of Inertia(deflection): 35.41 in4 355.96 in4 Moment: -1001 ft-Ib 18506 ft-Ib Shear. 348 Ib 10440 lb NOTES J � APPROVED DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 13 of 42 _ page Project:32547 W.Bird II Location:Foyer/Family Rm Clg Beam Inner Mod-gravity ? " W,,,, Ricfiard Muncy Homes,Inc. / Multi-Loaded Multi-Span Beam 1567 Route 442 Highway or [2015 International Building Code(2015 NDS)] MMuncy,PA 17756 (2)1.5 IN x 11.25 IN x 20.58 FT(4.9+15.6) 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 3/21/2018 3:16:52 PM Section Adequate By:21.9% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Riaht LOADING DIAGRAM Live Load -0.04 IN U1416 0.48 IN U388 Dead Load -0.01 in 0.18 in Total Load -0.05 IN U1084 0.66 IN U283 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS 6 B C Live Load 1151 Ib 8029 Ib 2405 Ib Dead Load -419 Ib 2910 Ib 1163 Ib Total Load 732 lb 10939 Ib 3568 Ib Uplift(1.5 F.S) -2639 Ib 0 Ib 0 Ib Bearing Length 0.33 in 4.86 in 1.59 in BEAM DATA Center R= Span Length 4.95 ft 15.63 ft 4.95 It 15.63 ft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 495 plf 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 165 pif 0 plf Base Values Adlusted Beam Self Weight 8 pif 8 plf Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 668 pif 8 pif Cd=1.15 0F=1.01 TRAPEZOIDAL LOADS-RIGHT SPAN Shear Stress: Fv= 290 psi Fv'= 334 psi Load Number One Two Cd=1.15 Left Live Load 495 pif 225 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 165 pif 192 plf Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Right Live Load 495 plf 225 plf Right Dead Load 165 pif 192 pif Controlling Moment: -15552 ft-Ib Load Start 0 ft 12.5 ft Over right support of span 2(Center Span) Load End 12.5 ft 15.63 ft Created by combining all dead loads and live loads on span(s)2,3 1 Load Length 12.5 ft 3.13 ft Controlling Shear: 56201b 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: Reg'd Provided Section Modulus: 51.93 in3 63.28 in3 Area(Shear): 25.28 int 33.75 in2 Moment of Inertia(deflection): 226.49 in4 355.96 in4 Moment: -15552 ft-Ib 18952 ft-lb Shear: 56201b 75041b NOTES 42�OF Me LLIA 01 40 I - ?? 1: NAPPROVED DATE 5/21/18 03/29/18 PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 14 of 42 Project:32547 Page `' _ Richard W.Bird II / Location:Foyer/Family Rm Clg Bm_Inner Mod-uplift �~ ��Muncy Homes,Inc. Multi-Loaded Multi-Span Beam -'i - s ..1567 Route 442 Highway of [2015 International Building Code(2015 NDS)] 't" "- Muncy,PA 17756 (2)1.5 IN x 11.25 IN x 20.58 FT(4.9+15.6) 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 11:46:54 AM Section Adequate By:988.3% Controlling Factor:Deflection 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 U9722 -0.07 IN U2612 Dead Load 0.00 in 0.01 in Total Load 0.01 IN UMAX -0.06 IN U2965 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B C Live Load 323 Ib -184 Ib 3 Ib Dead Load -20 Ib 141 Ib 53 Ib Total Load 303 Ib -43 Ib 56 Ib Uplift(1.5 F.S) -180 Ib -1056 Ib -402 Ib Bearing Length 0.13 in 0.06 in 0.03 in BEAM DATA Center 3= 11 A Span Length 4.95 ft 15.63 ft 4.96 ft 16.63 ft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Center Riaht MATERIAL PROPERTIES Uniform Live Load -69 plf -69 plf Uniform Dead Load 0 pif 0 pif 2.0 Rigidlam LVL-Roseburg Forest Products 6 Base Values Adjusted Beam Self Weight 8 pif 8 pif Total Uniform Load -61 pif -61 plf Bending Stress: Fb= 3100 psi Fb'= 5000 psi Cd=1.60 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 464 psi Cd=1.60 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Controlling Moment: 1449 fl-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: -566 Ib At 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: 3.48 in3 63.28 in3 Area(Shear): 1.83 in2 33.75 int Moment of Inertia(deflection): 32.71 in4 355.96 in4 Moment: 1449 ft-Ib 26368 ft-Ib Shear: -566 Ib 10440 Ib NOTES r �,,xx LU APPROVED - DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 16 of 42 _ page Project:32547 , Richard W.Bird II Location:Foyer/Family Rm Clg Beam Outer Mod-gravityMMuncy, Muncy Homes,Inc.Multi-Loaded Multi-Span Beam 1567 Route 442 Highway [2015 International Building Code(2015 NDS)] PA 17756 1.51Nx 11.25 IN x 20.58 FT(4.9+15.6) 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 3/21/2018 3:14:29 PM Section Adequate By:5.1% Controlling Factor:Moment DEFLECTIONS Center Rioht LOADING DIAGRAM Live Load -0.05 IN U1229 0.56 IN U332 Dead Load -0.02 in 0.22 in Total Load -0.06 IN U932 0.78 IN U240 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS 9 B C Live Load 644 Ib 4572 Ib 1613 Ib Dead Load -264 Ib 1682 lb 875 lb Total Load 380 Ib 6254 Ib 2488 lb Uplift(1.5 F.S) -1542 Ib 0 Ib 0 Ib TRZ Bearing Length 0.34 in 5.56 in 2.21 in TRI BEAM DATA Center E!g,hJ Span Length 4.95 ft 15.63 ft 4.95 ft 16.63 ft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center Riaht MATERIAL PROPERTIES Uniform Live Load 277 pIf 0 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 92 plf 0 plf Base Values Adiusted Beam Self Weight 4 pif 4 pif Bending Stress: Fb= 3100 psi Fb'= 3594 psi Total Uniform Load 373 pif 4 plf Cd=1.15 CF=1.01 TRAPEZOIDAL LOADS-RIGHT SPAN Shear Stress: Fv= 290 psi Fv'= 334 psi Load Number One Two Cd=1.15 Left Live Load 277 pif 225 pif Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Left Dead Load 92 pif 192 pif Comp.-L to Grain: Fc-1= 750 psi Fc--L= 750 psi Right Live Load 277 plf 225 pif Right Dead Load 92 plf 192 pif Controlling Moment: -9018 ft-Ib Load Start 0 ft 12.5 ft Over right support of span 2(Center Span) Load End 12.5 ft 15.63 ft Created by combining all dead loads and live loads on span(s)2,3 Load Length 12.5 ft 3.13 ft Controlling Shear: 32171b 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: 30.11 in3 31.64 in3 Area(Shear): 14.47 int 16.88 in2 Moment of Inertia(deflection): 133.72 1n4 177.98 in4 Moment: -9018 ft-Ib 9476 ft-Ib Shear: 32171b 37521b NOTES �� t1r . ' APPROVED 03/29/18 DATE 5/21/18 PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 16 of 42 page Project:3254711 Richard W.Bird II Location:Foyer/Family Rm Clg Bm_Outer Mod-uplift ,::�Muncy Homes,Inc. / Multi-Loaded Multi-Span Beam r'1567 Route 442 Highway ."��F- [2015 International Building Code(2015 NDS)] �. Muncy,PA 17756 1.5 1N x 11.25 1N x 20.58 FT(4.9+15.6) 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 2/22/2018 11:55:58 AM Section Adequate By:173.8% Controlling Factor:Moment DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.02 IN U2580 -0.27 IN U693 Dead Load 0.00 in 0.01 in Total Load 0.02 IN U2651 -0.26 IN U716 Live Load Deflection Criteria:U240, Total Load Deflection Criteria:U180 REACTIONS A B C Live Load 609 Ib -347 Ib 6 Ib Dead Load -10 Ib 70 Ib 27 Ib Total Load 599 Ib -277 Ib 33 Ib Uplift(1.5 F.S) -312 Ib -2118 Ib -805 Ib Bearing Length 0.53 in 0.06 in 0.03 in BEAM DATA Ce to B= Span Length 4.95 ft 15.63 ft 4.95 ft 16.63 It Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 0 ft 0 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load -130 pif -130 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 pif 0 plf Base Values Adousted Beam Self Weight 4 pif 4 plf Bending Stress: Fb= 3100 psi Fb'= 3125 psi Total Uniform Load -126 pif -126 pif Cd=1.00 CF=1.01 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.--to Grain: Fc- 750 psi Fc--L'= 750 psi Controlling Moment: 3010 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: -1176 lb At 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: Reg'd Provided Section Modulus: 11.56 in3 31.64 in3 Area(Shear): 6.08 int 16.88 int Moment of Inertia(deflection): 61.62 in4 177.98 in4 Moment: 3010 ft-Ib 8240 ft-Ib Shear: -1176 ib 3263 ib NOTES J4 4 13 APPROVED _ DATE 5/21/18 o3/zs/1 s PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 17 of 42 u _ ' Project:PRE-32547 Calcs 03-27-18 " page Location:MW Closet Header Max Span-Outer Mod Multi-Loaded Mulb-Span Beam [2015 International Building Code(2015 NDS)] 1.5 IN x 7.25 IN x 5.2 FT 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 10.0.1.6 3/27/2018 11:15:23 AM Section Adequate By:131.2% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN U1234 Dead Load 0.04 in Total Load 0.09 IN U701 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180 REACTIONS A B Live Load 762 Ib 762 Ib Dead Load 579 Ib 579 Ib Total Load 1341 Ib 1341 Ib Bearing Length 1.19 in 1.19 in BEAM DATA Center Span Length 5.2 ft Unbraced Length-Top 0 ft 5.2 ft Unbraced Length-Bottom 5.2 ft Live Load Duration Factor 1.15 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 293 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 220 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3797 psi Total Uniform Load 516 plf Cd=1.15 CF=1.07 Shear Stress: Fv= 290 psi Fv'= 334 psi Cd=1.15 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc- I-= 750 psi Fc-1'= 750 psi Controlling Moment: 1743 ft-ib 2.6 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1046 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 Provide Section Modulus: 5.51 in3 13.14 in3 Area(Shear): 4.7 in2 10.88 int Moment of Inertia(deflection): 12.23 in4 47.63 in4 Moment: 1743 ft-lb 4158 ft-Ib Shear: -1046 lb 24181b NOTES xar: �t P hytl� N '4.Y- APPROVED e DATE 5/21/18 03/29/18 PFS CORPORATION Bloomsburg, PA 18 of 42 HEADERS AND GIRDERS - LVL-Rigidlam Referenced NDS Std(s):,,' ;•° -"(MW CIosel TeaderMax:Sjian Inner Mod 'ir.'. .....R��• �.w'�a�a:c'sss.i, .:.'•..a::i?m-..e._.k......._�>...:a_....r.K�.........,a_wi Composite Beam Properties: Member:r" 75", igiflaiu b= 1.5 in No.of Members: x z '; "w'a <'`= d= 7.25 in TL(-beam weight) 6660 llf'•s_*i'; A= 10.875 inZ LL(75%of TL) ,'£re:4g5 p(f _" S,,= 13.141 in3 DL(25%of TL): 165 plf I,,= 47.635 in Beam DL= 2.715 plf Fb= 3089 psi TL Deflection: L/180 F„= 285 psi LL Deflection: Fr.= 2750 psi CpV; .k?r Fel 750 psi Max Model Specific Span: za,5wft... y E= 2000000 psi N Eml.,= 1016400 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCoxCMxCtxCLxCvxCr F2'= Fr 1xCm xCtxCb = 3089x1.15x1xIx1x1x1=3552.4 psi = 750x1x1x1=750psi F„= F„xCDXCMxCt E'= ExC.xCt = 285 x 1.15 x 1 x 1=327.8 psi = 2000000 x 1 x 1=2000000 psi Fr= F.xCpxCMxCtxCP Emin'= EmmxCMxCt = 2750x1.15x1x1x1=3162.5 psi = 1016400x1x1=1016400 psi BENDING: ?1fb= 8 Fb'S W 12 (662.715)(12) SHEAR: = 4 Fv A 2d = (4)(327.8)(10.875) (2)(7.25) _ 3 W + 12 (3)(662.715) + 12 Actual shear area req'd for 5.2 ft span DEFLECTION-TL: 2ATL=3 E x I = 3 (2000000)(47.635) _ 7:52' t A. 337.5 x W of: Neiv (337.5)(662.715). ' BILL# DEFLECTION-LL: x it a'ATLTZ50 Exl = 3 (2000000)(47.635)x W (450)(495) ' [ MAX.ALLOWABLE SPAN: <`F 11 76,$5(t Max Allowable Span Uniform Load of 660 plf. Span controlled by Bendin OKI . w 03/29/18 X85•#tt `:a�=:5:2�tNGaiiim��3irodeforc ` : -�� ' REQ'D BEARING: Note,bearing calculations assume beam bears on SPF plates,thus SPF Fc perp properties are utilized. Reaction=0.5 W L = (0.5)(662.715)(6.85) = 2270 lbs Bearing Req'd= R/Fcl = (2270)/(425) = 5.34 in Bearing Length Req'd= R/Fc'/b = (2270)/(425)/(1.5) = 3.56 in 1 APPROVED DATE 5/21/18 PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 19 of 42 HEADERS AND GIRDERS - DIMENSIONAL LUMBER _ Referenced NDS Std(s):Z0 ?' =;E-, [it11N'ParrDr;iieacle`all11az3pan, `(ttnerllod>.r`;f :" Composite Beam Properties: Member K'46 5i?)d#3/#2 b= 1.5 in � :a... No.of Members: d= 5.5 in E :. TL(-beam weight):(x' 6fi0 plf' Nr`� A= 8.25 inZ . ; LL: Y>!195g !f S,a= 7.563 in3 DL: 165 plf I,a= 20.797 in Beam DL= 1.502 plf Fb= 875 psi TL Deflection: L/180 F„= 135 psi LL Deflection:py ; t 2 (i• _ .•; Fr= 1150 psi z:a�_=cep '3'k+• -,_'� CD:: Fr 425 psi �.,. . .. Max Model Specific Span: `_` 83; `. j E= 1400000 psi Emi„= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCDxCMxCtxCLX CFxCh,XCixC, F�= F�ZCMxCtxCixCb =875x1.15x1x1x1x1.3x1x1x1=1308.1 psi =425xlx1x1x1=425 psi F„= F„xCDXCMXCtxC1 E'= ExCMxCtxCi = 135x1.15x1x1x1=155.3 psi = 1400000x1xIx1=1400000 psi F,'= F,xCC)xCMXCtxCFxCixCP Emin'= Eml.xCmxCtXCiXCT = 1150x1.15x1x1x1.1x1x1=1454.8 psi =510000x1x1x1x1=510000 psi BENDING: ?tb= 8 Fb'S = (8)(1308.1)(7.563) _ F3:15:ft W 12 (661.502)(12) SHEAR: = 4 Fv A + 2 d = (4)(155.3)(8.25) (2)(5.5) 3 W 12 (3)(661.502) + 12 DEFLECTION-TL: 7'ATL= 3 E I = 3 (1400000)(20.797) _ 5:(l :f ILL / 337.5 W (337.5)(661.502) "'µ r 14 w-� DEFLECTION-LL: s aOLL=3 E I = 3 (1400000)(20.797) 450 W (450)(495) 03/29/18 MAX.ALLOWABLE SPAN: A Max Allowable Span for Uniform Load of 660 plf. Span controlled by Bending. �3]:6fEi>°vr,�2,83�ftsMalirrii�#r>�gite�s�se'c!fcspat%=:OK!<;;• : •_�, REQ'D BEARING: APPROVED Reaction=0.5 W L = (0.5)(661.502)(3.16) = 1046 lbs DATE 5/21/18 Bearing Req'd= R/Fcl = (1046)/(425) = 2.46 in PFS CORPORATION Bearing Length Req'd= R/Fc'1/b = (1046)/(425)/(1.5) = 1.64 in Bloomsburg, PA Muncy Homes,Inc. 2/2312018 20 of 42 HEADERS AND GIRDERS - DIMENSIONAL LUMBER y..�.. _ Referenced NDS Std(s)• -�"-,�..,...;"'"-"-sr'y,"xi-s.�.•cwt.,--r�-;,w�-r,.,j.r'x.,,,,.....w .m...;..;-' ^�g""Y�«,,��+',".< ,2025_ `t >k° <: �Yc 1 MW:Pass'D�=Fl�ad2rl�llax_a�par.'[fiieilViad> Composite Beam Properties: Member 7XSp)=#x/#12,:, b= 1.5 in No.of Members: ;` =" A > d= 5.5 in TL(-beam weight) 3' _ 93'plf; `: A= 8.25 inZ LL: Y' 'zZ0 pC T S,,= 7.563 in3 DL: 73 plf I,a= 20.797 Ino Beam DL= 1.502 plf Fb= 875 psi TL Deflection: L/180 F,= 135 psi LL Deflection: F,= 1150 psi CD: .t' F�1 425 psi E 1400000 psi Max Model Specific Span: i? 7: 3 = Emi„= 510000 psl ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCDxCMxCtxCLxCFxCf,xC,xC, F2'= Fr.ZCMxCtxCixCb = 875x1.15x1x1x1x1.3x1x1x1=1308.1psi =425x1x1x1x1=425 psi F„= F„xCDXCMXCtxC1 E'= ExCMxCtxCi = 135x 1.15x 1x1x 1=155.3 psi = 1400000x1x1x1=1400000 psi Fc'= FcxCDXCMXCtxCFXCixCP Emin'= EminxCMxCtxCixCT = 1150x1.15 x 1x1x 1.1x1x 1=1454.8 psi =510000x1x1x1x1=510000 psi BENDING: Xtb= 8 Fb'S W 12 (294.502)(12) SHEAR: XN= 4 Fv A 2 d = (4)(155.3)(8.25) (2)(5.5) 3 W + 12 (3)(294.502) + 12 of N8 DEFLECTION-TL: I a oTL= 3 E I 3 (1400000)(20.797) ii N*Y 5950(337. (242337.5W . ) r— fi DEFLECTION-LL: , XpLL=s E I = 3 (1400000)(20.797) 450 W (450)(220) 03/29/18 MAX.ALLOWABLE SPAN: `: , , r•4.73, _Max Allowable Span for Uniform Load of 293 plf. Span controlled by Bending. 4:7,*!s, =x$aft'Ma�tlRtlll t_.ii10tIE REQ'D BEARING: APPROVED Reaction=0.5 W L = (0.5)(294.502)(4.73) = 697 lbs DATE 5/21/18 Bearing Req'd= R/Fc, = (697)/(425) 1.64 InZ Bearing Length Req'd= R/Fc'L/b = (697)/(425)/(1.5) = 1.09 in PFS CORPORATION Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 21 of 42 HEADERS AND GIRDERS - DIMENSIONAL LUMBER Referenced NDSStd(s):{2tT35' ;"> }' � Efdot-Gi�clerl!(Cax'Spa'ii.-°fa![(LaadilNorst"Case' Composite Beam Properties: Member: b= 4.5 in No.of Members ` ' d= 9.25 in TL(-beam weight): *=:; 1044;pJ�; , A= 41.625 inZ LL:1 a% 70fplf.,;" Su= 64.173 in' DL: 274 pif.F 1.= 296.796 in Beam DL= 7.578 plf Fb= 875 psi TL Deflection: L/240 Fv= 135 psi LL Deflection _ L3 ©`' : F,= 1150 psi 425 psi CD: ,: C` Fe Max Model Specific Span: E= 1400000 psi Emig= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCDXCMXCrXCLxCFXCf,xCixCr F�= FcZCMxCtxCiXCb = 875x1.15xlxlx1x1.1x1x1x1.15=1272.9 psi =425x1x1x1x1=425psi Fv'= F„xCr)xCMxCtxCi E'= Ex CMxCtxCi = 135x1.15x1x1x1=155.3 psi = 1400000 x I x 1 x 1=1400000 psi Fc'= FcxCDXCMXCtXCFXCixCP Emi,,'= Emi„XCMXCtxCiXCT = 1150x1.15x1x1x1x1x1=1322.5 psi = 510000x1x1x1x1=510000 psi BENDING: Xtb= 8 Fb'S W 12 (1051.578)(12) SHEAR: I%fv= 4FyA + 2d = (4)(155.3)(41.625) (2)(9.25) 3 W 12 (3)(1051.578) + 12 DEFLECTION-TL: a'oTL= 3 El 3 (1400000)(296.796) _ ;9; $.ft'; 450 W (450)(1051.578) `4 •.• DEFLECTION-LL: a pLL=a El 675 W (675)(770) 03/29/18 MAX.ALLOWABLE SPAN: Max Allowable Span for Uniform Load of 1044 plf. Span controlled by Bending. [C! s�ecf�c ".....�= ......_._.,,p.._�;y. T Z>fi>cir=T166T 3 Maiiiiiiiiiii „tl f� REQ'D BEARING: APPROVED Reaction=0.5 W L = (0.5)(1051.578)(7.2) = 3786 Ib 5/21/18 Bearing Req'd= R/Fcl = (3786)/(425) = 8.91 in DATE Bearing Length Req'd= R/Fcl/b = (3786)/(425)/(4.5) = 1.98 in PFS CORPORATION Bloomsburg, PA Muncy Homes, Inc. 2/23/2018 22 of 42 HEADERS AND GIRDERS - DIMENSIONAL LUMBER _ Referenced NDS Std(s):p2b 5 4 .� :; .2 Floor G cd f Mail S air#:=.F i•Load:Urily .._.L•�'�v=..t.:,.:Av°:.s:.�:a4..�..�.Lx::e :.4.<.'4 wSt..✓k..:u_:h:as.'�r_.4_.rz.'.f•�..'°moi Composite Beam Properties: Member.trxlf SPF: 1% 2x: b= 4.5 in No,of Members: ;'¢ F3 y •:�;;;�. ,�y �; d= 9.25 in TL(-beam weight): A= 41.625 in' :. ... LL: :%;275 pI s ._ S.= 64.173 in' DL: 69 plf 1 = 296.796 in Beam DL= 7.578 plf Fb= 875 psi TL Deflection: L/240 F„= 135 psi LL Deflection ve SQ F - 1150 psi I ,-F vR — Fj1 425 psi Max Mode!Specific Span: > -1 E= 1400000 psi E,,,j„= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= FbxCDxCMxCtxCLXCFxCf,XC1XC, F9'= F�ZCMXCtxC1XCb = 875x1x1x1x1x1.1xlx1x1.15=1106.9psi =425x1x1x1x1=425 psi F,'= F„xCDXCMXCtxCi E'= ExCMxCtxC, = 135x1x1x1x1=135 psi = 1400000x1x1x1=1400000 psi Fc'= FrxCDxCMxCtxCFxCixCPEmmy= EminXCMxCtxC,XCT = 1150x1xlxlxlxix1=1150psi =510000x1x1x1x1=510000 psi BENDING: 1%fb= 8 Fb'S W 12 (351.578)(12) SHEAR: �{„= 4 Fv A + 2 d = (4)(135)(41.625) (2)(9.25) _ 2f85, 3 W 12 (3)(351.578) + 12 DEFLECTION-TL: NES XoTL=FE I = a (1400000)(296.796) = J3$ft'. li..lt{y P, W (450)(351.578) " DEFLECTION-LL: ' E1 = a (1400000)(296.796) = r3.E3Bafti% fry's 675 W (675)(275) 03/29/18 MAX.ALLOWABLE SPAN: Max Allowable Span for Uniform Load of 344 plf. Span controlled by Bending, i1L6 :ft o '1i3 fl>Nlaiiiinun tritirle(s'}1�ecicspan=OCcf. APPROVED 1+• 111111011, R REQ'D BEARING: DATE 5/21/18 Reaction=0.5 W L = (0.5)(351.578)(11.61) = 2041 lbs PFS CORPORATION Bearing Req'd= R/Fci = (2041)/(425) = 4.8 int Bloomsburg, PA Bearing Length Req'd= R/Fcl/b = (2041)/(425)/(4.5) = 1.07 in Muncy Homes,Inc. 2/23/2018 23 of 42 Project:32547 Richard W.Bird II / Location:Outer Module Matewalls �:° . .w Muncy Homes,Inc. Wall _Y •-1567 Route 442 Highway of .. '`=a [2015 International Building Code(2015 NDS)] <Muncy,PA 17756 1.5 IN x 2.5 IN x 8.0 FT @ 16 O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 2/22/2018 4:13:26 PM Section Adequate By:61.2% Controlling Factor:Combined Stress Factor DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.22 IN=U427 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 293 Ib Dead Load: Vert-DL-Rxn= 97 Ib B Total Load: Vert-TL-Rxn= 391 ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 27 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 27 Ib WALL DATA Total Stud Length: 8 it Wall Dead Weight: 0 psf Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 0 ft Stud End Condition-K(e): 1 8 It Axial Load Duration Factor 1.00 Lateral Load Duration Factor(Wind/Seismic) 1.00 STUD PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 270 psi Cd=1.00 Cf=1.15 Cp=0.20 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi A Stud Section(X-X Axis): dx= 2.5 in WALL LOAD CALCULATOR Stud Section(Y-Y Axis): dy= 1.5 in Live Load Dead Load Tributary Width Area: A= 3.75 in2 Load Tracker: LL= 0 plf DL= 0 pif Section Modulus(X-X Axis): Sx= 1.56 in3 Roof: LL= 22 psf DL= 7.3 psf TA= 10 ft Section Modulus(Y-Y Axis): Sy= 0.94 in3 Upper Floor: LL= 40 psf DL= 10 psf TA= 0 ft Slenderness Ratio: Lex/dx= 38.4 Upper Floor Height: 0 ft Ley/dy= 0 Middle Floor: LL= 40 psf DL= 10 psf TA= 0 it Middle Floor Height: 0 ft Stud Calculations(Controlling Case Only): Calculated Load: LL= 220 pif DL= 73 pif Controlling Load Case:Axial total Load and Lateral loads(D+0.75[L+W] Actual Compressive Stress: Fc= 85 psi AXIAL LOADING Allowable Compressive Stress: Fc'= 270 psi Live Load: PL= 220 plf Eccentricity Moment CX-X Axis): Mx-ex= 0 ft-lb Dead Load: PD= 73 pif Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-ib Total Axial Load: PT= 293 pif Moment Due to Lateral Loads(X-X Axis): Mx= 40 ft-ib Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib LATERAL LOADING (Dy Face) Bending Stress Lateral Loads Only(X-X Axis): Fbx= 307 psi I Uniform Lateral Load: wL-Lat= 5 psf 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 of KI " Combined Stress Factor: CSF= 0.39y { � OTE -a yr / . APPROVEDkY DATE5/21/18 ` PFS CORPORATION2 p�- Bloomsburg, PA 03/29/18 Muncy Homes,Inc. 2/23/2018 24 of 42 page Project:32547Richard W.Bird II Location:Center Module Matewalls � ;;�Muncy Homes,Inc. Wall -:1567 Route 442 Highway ct [2015 International Building Code(2015 NDS)] T" --Muncy,PA 17756 1.5 IN x 3.5 IN x 8.0 FT @ 16 O.C. #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 2/22/2018 4:05:01 PM Section Adequate By:66.4% Controlling Factor:Combined Stress Factor DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.08 IN=L/1172 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 660 Ib Dead Load: Vert-DL-Rxn= 216 Ib B Total Load: Vert-TL-Rxn= 876 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 27 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 27 Ib WALL DATA Total Stud Length: 8 ft Wall Dead Weight: 10 psf Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 0 ft Stud End Condition-K(e): 1 gft Axial Load Duration Factor 1.00 Lateral Load Duration Factor(Wind/Seismic) 1.00 STUD PROPERTIES #2-Spruce-Pine-Fir Base Value's Adjusted Compressive Stress: Fc= 1150 psi Fc'= 497 psi Cd=1.00 CF-1.15 Cp=0.38 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1.00 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi E = 1400 ksi A Stud Section(X-X Axis): dx= 3.5 in WALL LOAD CALCULATOR Stud Section(Y-Y Axis): dy= 1.5 in Live Load Dead Load Tributary Width Area: A= 5.25 int Load Tracker: LL= 0 pif DL= 0 plf Section Modulus(X-X Axis): Sx= 3.06 in3 Roof: LL= 49.5 psf DL= 8.2 psf TA= 10 ft Section Modulus(Y-Y Axis): Sy= 1.31 in3 Upper Floor: LL= 40 psf DL= 10 psf TA= 0 ft Slenderness Ratio: Lex/dx= 27.43 Upper Floor Height: 0 ft Ley/dy= 0 Middle Floor: LL= 40 psf DL= 10 psf TA= 0 ft Middle Floor Height: 0 ft Stud Calculations(Controlling Case Only): Calculated Load: LL= 495 pif DL= 162 pif Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 167 psi AXIAL LOADING Allowable Compressive Stress: Fc'= 497 psi Live Load: PL= 495 pif Eccentricity Moment(X-X Axis)- Mx-ex= 0 ft-Ib Dead Load: PD= 162 pif Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Total Axial Load: PT= 657 pif Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb LATERAL LOADING (Dy Face) Bending Stress Lateral Loads Only(X-X Axis): Fbx= 0 psi I Uniform Lateral Load: wL-Lat= 5 psf 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= 0.34 4LI NOTES s� 7` 4 APPROVEDw = DATE 5/21/18 086250 PFS CORPORATION Bloomsburg, PA 03/29/18 Muncy Homes,Inc. 2/23/2018 25 of 42 Project:32547 page Richard W.Bird II Location:Bath#1/Hall Rear Mod Col / Column 1XMuncy, MuncyHomes,Inc. 1567 Route 442 Highway of [2015 Intemational Building Code(2015 NDS)] PA 17756 (3)1.5 IN x 2.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 2/23/2018 9:48:51 AM Section Adequate By:43.7% CAUTIONS *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only, Deft= 0.06 IN=U1709 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 1265 Ib Dead Load: Vert-DL-Rxn= 460 Ib B Total Load: Vert-TL-Rxn= 1725 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 8 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 8 e Lateral Load Duration Factor 1.00 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 272 psi Cd=1.15 CF-1.15 Cp=0.18 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi IF= 1400 ksi A Column Section(X-X Axis): dx= 2.5 in Column Section(Y-Y Axis): dy= 4.5 in AXIAL LOADING Area: A= 11.25 int Live Load: PL= 1265 Ib Section Modulus(X-X Axis): Sx= 4.69 in3 Dead Load: PD= 444 Ib Section Modulus(Y-Y Axis): Sy= 2.81 in3 Column Self Weight: CSW= 16 Ib Slenderness Ratio: Lex/dx= 38.4 Total Axial Load: PT= 1725 Ib Ley/dy= 21.33 LATERAL LOADING (Dy Face) Column Calculations(Controlling Case Only): I Uniform Lateral Load: wL-Lat= 5 plf Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 153 psi Allowable Compressive Stress: Fc'= 272 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-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 ILt„1 t Allowable Bending Stress(X-X Axis): Fbx'= 1736 psi Bending Stress Lateral Loads Only(Y Y Axis): Fby= 0 psi Allowable Bending Stress(Y-Y Axis): Fby'= 1736 psis u Combined Stress Factor: CSF= 0.56i NOTES 4L� APPROVED DATE 5/21/18 PFS CORPORATION 03/29/18 _ Bloomsburg,PA Muncy Homes, Inc. 2/23/2018 26 of 42 Project:PRE-32547 Calcs 03-27-18 X98 Location:Bath#1/Hall Center Mod Col Column [2015 International Building Code(2015 NDS)] (4)1.5 IN x 2.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/27/2018 11:39:08 AM Section Adequate By:4.9% CAUTIONS Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.04 IN=L/2279 Live Load Deflection Criteria: L/180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 2846 Ib B Dead Load: Vert-DL-Rxn= 1042 Ib Total Load: Vert-TL-Rxn= 3888 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 0 ft ' Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 aft Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adiusted ? Compressive Stress: Fc= 1150 psi Fc'= 272 psi Cd=1.15 Cf'=1.15 Cp=0.18 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi A Column Section(X-X Axis): dx= 2.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 6 in Live Load: PL= 2846 Ib Area: A= 15 in2 Dead Load: PD= 1020 lb Section Modulus(X-X Axis): Sx= 6.25 in3 Column Self Weight: CSW= 22 lb Section Modulus(Y-Y Axis): Sy= 3.75 in3 Total Axial Load: PT= 3888 Ib Slenderness Ratio: Lex/dx= 38.4 Ley/dy= 0 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 259 psi Allowable Compressive Stress: Fc'= 272 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-lb Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib PILLP ,LPA Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-lb r Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi CID Allowable Bending Stress(X-X Axis): Fbx= 1736 psi BendingStress Lateral Loads Only Y Axis):Fb 0 Y�'- ) Y= psi Allowable Bending Stress(Y-Y Axis): Fby= 1736 psi p1 ;U Combined Stress Factor: CSF= 0.95 ; W NO TES �,� $ c APPROVED "...- pry,. DATE 5/21/18 03/29/18 PFS CORPORATION Bloomsburg, PA 27 of 42 page Project:PRE-32547 Calcs 03-27-18 Location:Foy-Fam Center Mod Cal-Center Columns [2015 International Building Code(2015 NDS)] (5)1.5 IN x 3.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/27/2018 11:39:09 AM Section Adequate By:17.2% CAUTIONS 'Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.01 IN=L/7816 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 8029 Ib B Dead Load: Vert-DL-Rxn= 2986 Ib Total Load: Vert-TL-Rxn= 11015 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 lb t COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 8 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 eft Lateral Load Duration Factor Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Admusted Compressive Stress: Fc= 1150 psi Fc'= 507 psi Cd=1.15 01.15 Cp=0.33 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Bending Stress(Y Y Axis): Fby= 875 psi Fby'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi F= 1400 ksi A Column Section(X-X Axis): dx= 3.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 7.5 in Live Load: PL= 8029 lb, Area: A= 26.25 int Dead Load: PD= 2948 Ib Section Modulus(X-X Axis): Sx= 15.31 in3 Column Self Weight: CSW= 38 Ib Section Modulus(Y-Y Axis): Sy= 6.56 in3 Total Axial Load: PT= 11015 Ib Slenderness Ratio: Lex/dx= 27.43 Ley/dy= 12.8 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lot= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 420 psi Allowable Compressive Stress: Fc'= 507 psi Eccentricity Moment(X-X Axis)* Mx-ex= 0 ft-Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib ,, f NP Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib s Moment Due to Lateral Loads(Y-Y Axis): MY= 0 ft-lbiLL� Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psis + - Allowable Bending Stress(X-X Axis): Fbx'= 1736 psiy" ` �c Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi rz f - Allowable Bending Stress(Y-Y Axis): Fby'= 1736 psi 3 e, Combined Stress Factor: CSF= 0.83 UJ NOTES6255 APPROVED DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA 28 of 42 Project:PRE-32547 Calcs 03-27-18 page Location:Foy-Fam Center Mod Col-Left Column y N [2015 International Building Code(2015 NDS)] ; (2)1.5 IN x 2.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/27/2018 11:39:09 AM Section Adequate By:7.5% CAUTIONS 'Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Det!= 0.08 IN=L/1139 Live Load Deflection Criteria: L/180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 1151 Ib B Dead Load: Vert-DL-Rxn= 445 Ib Total Load: Vert-TL-Rxn= 1596 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 8 ft Column End Condition-K(e): 1 ,. Axial Load Duration Factor 1.15 aft Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adiusted Compressive Stress: Fc= 1150 psi Fc'= 230 psi Cd=1.15 Cf=1.15 Cp=0.15 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi Cd=1.15 CF-1.50 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1.15 CF=1.50 Modulus of Elasticity: E= 1400 ks! E'= 1400 ks! A Column Section(X-X Axis): dx= 2.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 3 in Live Load: PL= 1151 Ib Area: A= 7.5 in2 Dead Load: PD= 434 Ib Section Modulus(X-X Axis): Sx= 3.13 in3 Column Self Weight: CSW= 11 Ib Section Modulus(Y-Y Axis): Sy= 1.88 !n3 Total Axial Load: PT= 1596 Ib Slenderness Ratio: Lex/dx= 38.4 Ley/dy= 32 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 5 pif Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 213 psi Allowable Compressive Stress: Fc'= 230 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib �,� )5 NEF Moment Due to Lateral Loads(X-X Axis): Mx= 0 ft-Ib '" ,"� onrN Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib I �lr Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psiti ' , Allowable Bending Stress(X-X Axis): Fbx'= 1509 psi rw � Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psi w> .§. 'r�-,> ,, T_ Allowable Bending Stress(Y-Y Axis): Fby'= 1509 psi Rix lk� �` �i Combined Stress Factor: CSF= 0.92 � r=.r NOTES ' 40 APPROVED DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA 29 of 42 Project:PRE-32547 Calcs 03-27-18 Location:Foy-Fam Center Mod Col-Rightu Column or [2015 International Building Code(2015 NDS)] (4)1.5 IN x 2.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/27/2018 11:39:10 AM Section Adequate By:11.6% CAUTIONS I Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS t OADING DIAGRAM Deflection due to lateral loads only: Defi= 0.04 IN=L/2279 Live Load Deflection Criteria: L/180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 2405 Ib B Dead Load: Vert-DL-Rxn= 1208 Ib Total Load: Vert-TL-Rxn= 3613 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Tap= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 0 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 ae Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Ad usted Compressive Stress: Fc= 1150 psi Fc'= 272 psi Cd=1.15 Cf=1.15 Cp=0.18 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi A Column Section(X-X Axis): dx= 2.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 6 'in Live Load: PL= 2405 Ib Area: A= 15 ln2 Dead Load: PD= 1186 Ib Section Modulus(X-X Axis): Sk= 6.25 .in3 Column Self Weight: CSW= 22 Ib Section Modulus(Y-Y Axis): Sy= 3.75 in3 Total Axial Load: PT= 3613 Ib Slenderness Ratio: Lex/dx= 38.4 Ley/dy= 0 LATERAL LOADING (Dy Face) Uniform Lateral Load. wL-Lat= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 241 psi Allowable Compressive Stress: Fc'= 272 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-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'= 1736 psi Bending Stress Lateral Loads Only(Y-Y Axis):Fby= 0 psitoo C Allowable Bending Stress(Y-Y Axis): Fby'= 1736 psi Combined Stress Factor: CSF= 0.88 NOTES $15 APPROVED rPFSCORRIPO 5/21/18 03/29/18 RATION *C» � Bloomsburg, PA 30 of 42 Project:PRE-32547 Calcs 03-27-18 1,7 Location:Foy-Fam Front Mod Col-LeftColumn ' •�..aw�ca��1 of [2015 International Building Code(2015 NDS)] (2)1.5 IN x 2.5 IN x 8.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/27/2018 11:39:11 AM Section Adequate By:46.1% CAUTIONS *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.08 IN=L/1139 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 644 Ib B Dead Load: Vert-DL-Rxn= 286 Ib Total Load: Vert-TL-Rxn= 930 lb HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly 8 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 aft Lateral Load Duration Factor(Wind/Seismic) 1.33 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adiusted Compressive Stress: Fc= 1150 psi Fc'= 230 psi Cd=1.15 CF 1.15 Cp=0.15 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1509 psi Cd=1.15 CF=1.50 Bending Stress(Y-Y Axis): Fby= 875 psi Fby'= 1509 psi Cd=1.15 CF=1.50 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi A Column Section(X-X Axis): dx= 2.5 in AXIAL LOADING Column Section(Y-Y Axis): dy= 3 in Live Load: PL= 644 Ib Area: A= 7.5 in2 Dead Load: PD= 275 Ib Section Modulus()(-X Axis): Sx= 3.13 in3 Column Self Weight: CSW= 11 Ib Section Modulus(Y-Y Axis): Sy= 1.88 in3 Total Axial Load: PT= 930 lb Slenderness Ratio: Lex/dx= 38.4 Ley/dy= 32 LATERAL LOADING (Dy Face) Uniform Lateral Load: wL-Lat= 5 plf Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) Actual Compressive Stress: Fc= 124 psi Allowable Compressive Stress: Fc'= 230 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-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-lb >~{ Bending Stress Lateral Loads Only(X-X Axis):Fbx= 0 psi " WILL[e� 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= 0.54 '4;, a NOTES ` g ,FAFWI,%' APPROVED ` OSirS DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg,PA 31 of 42 INTERIOR LOAD BEARING STUD COLUMNS - UN-BRACED-LATERAL LOAD ADDED Referenced Std NDS: ,i��Y (i T - ��:.:.��:x�, W. __. Composite Column Properties Stud Type:VM2x3`5P4.)#1„�,2"v b= 1.5 in Wall Height: d= 2.5 In Stud Height: 96 in Max.Model Specific Pon Stud Cal.:'Z�'�625d-16s== .r A= 26.25 in Stud Column Quantity:;_;';`'•r7 4' S,«= 10.941 in" R :; Lateral Load: ='w � I = a (s 13.671 in (ref IBCsection 1607.13) Fb= 875 psi F„= 135 psi F,= 1150 psi 1) Bracing of stud column Is not required. F� = 425 psi 2) Multi-ply's of built-up columns fastened per IRC fastening sched. E= 1400000 psi Ems"= 510000 psi ADJUSTMENT OF REFERENCED DESIGN VALUES: Fb'= Fb X CD X CMX CtX CLX CFX CNX C1 X C, F„= F„xCDXCMXCtxC1 =875x1.15xlxlxlxl.5x1x1x1.15=1735.8 psi =135x 1.15xlxlxl=155.3 psi AP APPROVED Fb*=FbXCDXCMXCtxCFXCiXCr F�= F,2CMxCtxC1XCb DATE 5/21/18 =875x1.15x1x1x1.5x1x1.15=1735.8 psi =425xlxlxlxl=425 psi PFS CORPORATION F�= F,xCDXCMXCtXCFXCiXCP E'=EXCMXCtXC, Bloomsburg, PA =1150 x 1.15 x I x 1 x 1.15 x I x 0.18=273.8 psi =1400000xIx1xI=1400000 psi F�*=FcxCDXCMXCtXCFXCi Emmy=Emi„xCMXCtxC1XCT =1150x1.15xIx1x1.15x1=1520.9 psi =510000xIx1X1X1=510000 psi .b° SLENDERNESS RATIO(Compression): BUCKLING LENGTH COEFICIENT ADJUSTMENT: 1(_Cfi1� I.,/d1=(96/2.5) =38.4" Ke=1.0 38.4 X 1=38.4" < 50 I.2/d1=(96/10.5) =9.1" Ke 1.0 9.1X1=9.1" < 50J It x STABILITY FACTOR: Analysis lel/dl.(NDS 15.3-1 for Built-up Columns) Kf= wziS F,E= 0.822 Emb, ' _ (0.822)(510000) = 284.4 psi ,.6 (le/d) (96/2.5)-2 CP=Kf _1+ F F* 1+(FcE/Fc ) (FSE* 1 F� )* 1/2 03/29/18 � 1 _ / 2L 2L J L CP=1 1+(284.4/1520.9) _ 1+(284.4/1520.9) 2 _ (284.4/1520.9) 1/2 = 0.180 2(0.8) 2(0.8) 0.80 STABILITY FACTOR: Analysis Ie2/d2.(NDS 15.3-1 for Built-up Columns) Kf "'-As FcE= 0.822 E.,�' _ (0.822)(510000) (IQ/d)1 (96/10.5)-2 = 5015.1 psi CP=Kf 1+(F,,/F�*) 1+(FcE/Fc*) 1 _ (FcE/Fc*) 1/Z 2c 2c ] c CP=0.6 1+(5015.1/1520.9) _ 1+(5015.1/1520.9) 2 _ (5015.1/1520.9) 1/2 = 0.560 2(0.8) 2(0.8) 0.80 Critical FCE and CP used in calculation: CF=0.180 FcE= 284.4 Muncy Homes, Inc. 2/23/2018 32 of 42 BENDING STRESS: Design Lateral Load= 5 plf fb= w 12/8S = [(5)(1/12)(96A2)]/[(8)(10.941)] = 43.9 psi < 1736 psi ©Kl EFFECTIVE LENGTH(Bending): SLENDERNESS RATIO(Bendin lu/d=96/2.5=38.4 RB=Fed (163.98)(2.5) _ 1.93 <=50 = OKI le=1.63 lu+3d 10.5^2 le=(1.63 x 96)+(3 x 2.5)=163.98 FbE= 1.20 EM,N' (1.20)(510000) 164299.7 psi RB2 1.93A2 CL= 1+(Fb-E/Fb*) r1+(FbE/Fb*)12 _ (FbE/Fb*) 1/2 1.9 1.9 J 0.95 CL= 1+(164299.71/1735.8) r 1+(164299.71/1735.8) 2 _ (164299.71/1735.8) 1.9 IL 1.9 0.95 INTERACTION EQUATION: Assumed Axial Load: 6469.8 lbs fc= P/A = (6469.8/26.25) = 246.47 psi < 284.4 2 + r fb 1 _ 246.5 2 + 43.9 = 1.0 F L kFe(1-(fJF.E)) J [ 273.8 ] [ 1735.8 x(1-(246.5/284.4)) ] Interaction Equation:5 1.0 =r ?OKJ,> E MAX.ALLOWABLE"P"FOR Fc AND F,l Pm"per stud I= F,'A = (Z73.8)(26.25)=7187.31bs > 6469.8 lbs PmAx per plate = Fc? = (425)(26.25)=11156.3 lbs > 6469.8 lbs «<.Clkv DEFLECTION: Deflection Limit = h/240 (IBC Table 1604.3,walls with brittle finish) PLF on stud column = 4.41 plf h/240 = 5wh/384EI Combining both equations and salving for LMAx(in)gives: h (in)= 0.32 E I J 21 3_ r (0.32)(1400000)(13.671) 1� = 255.4 in > 96 in w J L (4.41)(1/12) ,1 .«.<. MODEL SPECIFIC VERIFICATION: t' il y Max allowable P= 6469.8 lbs Max Pon Stud Column Controlled by Interaction Formula. Max actual P= 6254 lbs yµry 6aG��albsalin�i�(ilp��oad�:6�s4albs�ciu�fia�dr=C3tt),•' ' ,�.-• ,:� '� � ��`'"� �'�-�. � 5u3: tS- APPROVED DATE 5/21/18 03/29/18 PFS CORPORATION Bloomsburg, PA Muncy Homes, Inc. 2/23/2018 33 of 42 Project:32547 page Richard W.Bird II / Location:Foy-Fam Front Mod Cal-Right 1VMuncy, Muncy Homes,Inc. Column 1567 Route 442 Highway[2015 Intemational Building Code(2015 NDS)] PA 17756 (3)1.5 IN x2.5 INx8.0FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 10.0.1.6 3/21/2018 3:42:06 PM Section Adequate By:6.0% CAUTIONS .Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 DEFLECTIONS LOADING DIAGRAM Deflection due to lateral loads only: Defl= 0.06 IN=U1709 Live Load Deflection Criteria: U180 VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 1613 Ib Dead Load: Vert-DL-Rxn= 891 Ib B Total Load: Vert-TL-Rxn= 2504 Ib HORIZONTAL REACTIONS Total Reaction at Top of Column: TL-Rxn-Top= 20 Ib Total Reaction at Bottom of Column: TL-Rxn-Bottom= 20 Ib COLUMN DATA Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 0 ft Column End Condition-K(e): 1 Axial Load Duration Factor 1.15 8 f Lateral Load Duration Factor 1.00 COLUMN PROPERTIES #2-Spruce-Pine-Fir Base Values Adjusted Compressive Stress: Fc= 1150 psi Fc'= 272 psi Cd=1.15 Cf--1.15 Co=0.18 Bending Stress(X-X Axis): Fbx= 875 psi Fbx'= 1736 psi Cd=1.15 CF=1.50 Cr-1.15 C1=0.97 Bending Stress(Y-Y Axis):, Fby= 875 psi Fby'= 1690 psi Cd=1.15 CF=I.50 Cr=1.15 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi A Column Section(X-X Axis): dx= 2.5 in Column Section(Y-Y Axis): dy= 4.5 in AXIAL LOADING Area: A= 11.25 int Live Load: PL= 1613 Ib Section Modulus(X-X Axis): SX= 4.69 in3 Dead Load: PD= 875 Ib Section Modulus(Y-Y Axis): Sy= 2.81 in3 Column Self Weight: CSW= 16 Ib Slenderness Ratio: Lex/dx= 38.4 Total Axial Load: PT= 2504 Ib Ley/dy= 0 LATERAL LOADING (Dy Face) Column Calculations(Controlling Case Only): Uniform Lateral Load: wL-Lat= 5 pif Controlling Load Case:Axial total Load and Lateral loads(D+L+Latera[) Actual Compressive Stress: Fc= 223 psi Allowable Compressive Stress: Fc'= 272 psi Eccentricity Moment(X-X Axis): Mx-ex= 0 ft-Ib Eccentricity Moment(Y-Y Axis): My-ey= 0 ft-Ib Moment Due to Lateral Loads Ix-X Axis): Mx= 40 ft-Ib Moment Due to Lateral Loads(Y-Y Axis): My= 0 ft-Ib 01F NIF Bending Stress Lateral Loads Only(X-X Axis): Fbx= 102 psi alLu Allowable Bending Stress()(-X Axis): Fbx'= 1736 psi �` � Ca Bending Stress Lateral Loads Only(Y-Y Axis): Fby= 0 psis Allowable Bending Stress(Y-Y Axis): Fby'= 1690 psi _ Combined Stress Factor: CSF= 0.94 ' t� TES NO V - APPROVED . , DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes, Inc. 2/23/2018 34 of 42 Sidewall Uplift Requirements Based on Truss-Specific Uplift Reactions: Truss Specifications: Model Specific Information: Truss#(worst case) .."1-1:_ 5!'.;3"" - 11 Truss Spacing o.c. Truss Description mph 3SG,Exp"C"Wind Speed(VAsD/VuLT) Truss Spacing o.c. Exposure mph 3SG,Exp"C"Wind Speed(VAsD/VuLT) Design Std. Exposure mph 35G,Exp"C"Wind Speed(VuLT) Sidewall Uplift Reaction per Truss @ 16'110.c.' 4'41�.114z-d2affi%�mph 3SG,Exp"D"Equivalent Wind Speed(VuLT) Wind Speed 107/135 mph 3SG VASA ULT,Exp"C" 'Z6 Flip Eave Overhang Flip Eave Overhang,Depth Calculate Model Specific Uplift Reaction: Truss Uplift Reaction Reduced for Actual Wind Speed and Truss o.c. (-195 x(135/135)2)x(16/16)=-195 Flip Eave Overhang Uplift-Table"Al" %5 4s�:;Flip Eave Overhang Uplift Reaction,16"Depth,16"o.c.(-27.8 x 16/12 x 16 12 =-49.42 K-4145115i- ITotal Uplift Reaction at 16"o.c.(-195+-50=-245) Convert Model Specific Uplift Reaction to PLF: I�'x]4Z`j51f ?Truss Uplift Reaction Converted to PLF for Connection Table Reference -195 x 12/16=-146.25 pif Eave Overhang Uplift Reaction Converted to PLF for Connection Table Reference -50 x 12/16=-37.5 p If Total Uplift Reaction Converted to PLF for Connection Table Reference -245 x 12/16=-183.75 pif Eave Overhang Uplift Schedule Table:Al VASD/VULT Exp D VuLT , Uplift DP(psf) 60%DL(psf) TL(psfl 107/135 123 -33.8 6 -27.8 1) Uplift Design Pressure(DP)based on ASCE7-10 DP. DP's adjusted for Exposure"C"and 30 ft Mean Roof Height. 2)Schedule reflects Uplift Design Pressure for 5/12 pitch roof. Uplift Force Load Path Design Loads: Dead Loads: Ext Wall DL Module Width Matewall DL(1-module) Allowable DL Reduction Floor DL Total Uplift Force Including Eave Overhang Cig DL Total Uplift Force NOT Including Eave Overhang One-Story Modular Connection Location 1st Fir Top Plate to Stud (Eave OH Uplyt Transferred to Stud) 4 =254"11 1st Fir Stud to Fir Rim Joist (-184+(50x0.6)=-154) F_771—p----'711st Fir Fir Rim Joist to Sill Plate (-154+(13.75xO.5 x 10x0.6)=-112.75) F N I X' % IRV APPROVED A DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Footnotes: 1) No uplift connection necessary for positive PLF reactions. DL(at 60%)is greater than uplift force. Muncy Homes,Inc. 2/2312018 35 of 42 Uplift Connections : Truss#HM753218, 107/135 mph 3SG,Exp C (VOLT Exp"D"Eq=123 mph 3SG) Top Plate to Stud Connection-Sheathing Fastening Option-OSB Uplift Force: Fastener"A" ";:r2=YIiNi(}`:' :of Fasteners Along Length of Top Plates." Opt#1:16g x 1.75"x 7/16"Crown Staple,Lateral Capacity of 68 lbs/staple. i (68 x 12/-147 x-1)x 1=5.5 in o.c,fasteners required,1-Row(s). FASTENER Opt#2:0.113"x 2.25"Nail(7d),Lateral Capacity of 84lbs/nail. / / --J (84 x 12/-147 x-1)x i=6.8 in o.c.fasteners required,1-Row(s). �� — Fastener"B": 1-Row of Fasteners Along Length of Stud. Uplift Force:=,`'418ti If;''4 L---- Studo.c.:`<-i6 iil ti>C:t' I Wall Height:: 'f', r•$:if `sib° Stud Height -93S:jh ;' 7/16" (min) Opt#1:16g x 1.75"x 7/16"Crown Staple,Lateral Capacity of 68 lbs/staple. SHEATHING 68/(-184 x-1 x 16/12)/91.5=25.41n o.c.fasteners req'd. FASTENER "B" Opt#2:0.113"x 2.25"Nail(7d),Lateral Capacity of 84 lbs/nail. 84/(-184 x-1 x 16/12)/91.5=31.3 in o.c.fasteners req'd. Note,Edge fastening not to be less than 3"o.c.(1-row)and not less than 6"o.c.Field. *Fastening for Braced Wall Requirements Supercede These Connections. Fir Rim to Sill Plate Connection-Sheathing Fastening Option-OSB 7/16" (min) FLR. JOIST SHEATHING BAND Uplift Forcer ? If k_.Sheathing Band to FIr Rim,FIr Rim to Sill Plate �— Fastener"B":;»;. 'rutTi(s;,:°;of Fasteners Along Length of Rim Joist&Sill Plate Opt#1.16g x 1.75"x 7/16"Crown Staple,Lateral Capacity of 68 lbs/staple. FASTENER "B (68 x 12/-113 x-1)x 1=7.2 in o.c.fasteners required,1-Row(s). Opt#2:0.113"x 2.25"Nail(7d),Lateral Capacity of 84 lbs/nail. (84 x 12/-113 x-1)x 1=8.91n o.c.fasteners required,1-Row(s). Stud to FIr Rim Connection-Metal Strap Fastening Option UpliftForce:(>,. >45* If`-;',Stud to Fir Rim Stud o.c.:r =16 ip ocg, Strap"A":Simpson LSTA18,20g strap Strap o.c.: rd8.irioC;,:' Capacity:1110 lbs w/(7)lad Nails/End Uplift Force per StraMETAL STRAP "A" Fastener"B": Number of Fasteners Req'd per End of Strap -- FASTENER "B" (4/7)x1110=6341bs. 634>616 =OKI �� (4)10d Nails Req'd. FUR. JOIST W4V t�v �-j 51l.L1ry � tN f tU APPROVEDd2 , DATE 5/21/18 PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 36 of 42 Matewall Uplift Requirements Based on Truss-Specific Uplift Reactions: OUTER MODULES Truss Specifications: Model Specific Information: "=� .;`Tt. 732g ; f'Truss# a' aY"16^ '1h Truss Spacing o.c. V.:Cvibhgcl a ; Truss Description ..fib %3 `; mph 3SG,Exp"C"Wind Speed(VASD/VULT) Truss Spacing o.c. ,jri€G Exposure 10,7f13ar€ mph 35G,Exp"C"Wind Speed(VAsD/VULT) FISE7 (# ;q Design Std. •'=4.,: :.Exposure y5 mph 3SG,Exp"C"Wind Speed(VucT) i`'c1Z3 bs",iE Matewall Uplift Reaction per Truss @ 161110.c., mph 3SG,Exp"D"Equivalent Wind Speed(VOLT) Wind Speed 107/135 mph 3SG VAsD/VULT,Exp"C" Calculate Model Specific Uplift Reaction: :kF17 =16s Truss Uplift Reaction Reduced for Actual Wind Speed and Truss o.c. (-173 x(135/135)2)x(16/16)=-173 Convert Model Specific Uplift Reaction to PLF: i13Qf ifs`Truss Uplift Reaction Converted to PLF for Connection Table Reference -173 x 12/16=-129.75 pif Uplift Force Load Path Design Loads: Dead Loads: Ext Wall DL Module Width Matewall DL(1-module) ;t x,;•60%:.,: Allowable DL Reduction Floor DL Clg DL =r0"ifs;`'Total Uplift Force One-Story Dwelling Connection Location if; X30; 1f> 1st Fir Top Plate to Stud 1st Fir Stud to Fir Rim Joist (-130+(30x0.6)=-112) Fir Fir Rim Joist to Sill Plate (-112+(13.75x 0.5x10x0.6)=-70.75) Footnotes: 1)No uplift connection necessary for positive PLF reactions. DL(at 60%)Is greater than uplift force. s ,.a r)°�x. rasa LB•! � .r APPROVED DATE 5/21/18 03/29/18 PFS CORPORATION Bloomsburg, PA Muncy Homes, Inc. 2/23/2018 37 of 42 Uplift Connections : Truss#HM753218, 107/135 mph 3SG,Exp C (VuLT Exp"D" Eq=123 mph 3SG) Truss to Stud Connection: V Uplift Force: Truss Spacing: Stud o.c.: "z76,ifi.oic:s Uplift Force per Truss: Fastener"A":Number of Fasteners Req'd per Truss Opt#1:0.131"x 3"Nail(8d) "OR" (-173 x-1)/88=1.97 or 2 fasteners)req'd. `rshal��clt beiQs�jfi!'iap;;,n \ , Opt#2:0.148"x 3"Nall(10d) 3��Ui23�.��I�.CIa115•��s ` "OR" (-173 x-1)/107=1.62 or 2 fastener(s)req'd. IY,per, rus5 ;u ` ;� Opt#3:0.162"x 3.5"Nail(16d) (-173 x-1)/128=1.35 or 2 fastener(s)req'd. FASTENER "A" METAL STRAP "B" FASTENER "C" Strap o.c.: 1{$'iiliit3 ;z Uplift per Strap:e ,1320,t16s-° Strap"B":Simpson LSTA18,20g strap Capacity:1110 lbs w/(7)10d Nails/End Fastener"C":Number of Fasteners Req'd per End of Strap (4/7)x 1110=6341bs. 634>520 =OKI (4)10d Nails Req'd. Stud to Fir Rim Connection: Uplift Force:;.`; plf'wT Stud to Fir Rim Stud o.c.: - i6Arxa;c«rS: METAL STRAP "A" FASTENER "B" JOIST Strap"A":Simpson LSTA18,20g strap Strap o.c.: Capacity: 1110 lbs w/(7)10d Nails/End Uplift Force per Strap: Fastener"B":Number of Fasteners Req'd per End of Strap (4/7)x 1110=634 lbs. 634>448 =OKI (4)10d Nails Req'd. Ak N!Iff ' t F APPROVED DATE 5/21/18 ; PFS CORPORATIONS Bloomsburg, PA �t7 03/29/18 Muncy Homes,Inc. 2/23/2018 38 of 42 M Matewall Uplift Requirements Based on Truss-Specific Uplift Reactions: CENTER MODULES Truss Specifications: Model Specific Information: Truss# s` gLtaT,Truss Spacing o.c. > c`.`MedQ F1"k' Truss Description ^GyctQ7[ 5';mph 3SG,Exp"C"Wind Speed(VASD/VuLr) Truss Spacing o.c. ; r'g`?`;:Exposure r 1�7f�3 mph 3SG,Exp"C"Wind Speed(VASD/VULT) :;•ASC71U';' Design Std. Exposure a '„1 �., ';? mph 3SG,Exp"C"Wind Speed(VOLT) ; 2°Ib i Matewall Uplift Reaction per Truss @ 161110.c., 123'r'r Zx mph 3SG,Exp"D"Equivalent Wind Speed(VULT) Wind Speed 107/135 mph 3SG VAsD/VULT,Exp"C" Calculate Model Specific Uplift Reaction: Truss Uplift Reaction Reduced for Actual Wind Speed and Truss o.c. (-92 x(135/135)1)x(16/16)=-92 Convert Model Specific Uplift Reaction to PLF: 4= 65'IfDTruss Uplift Reaction Converted to PLF for Connection Table Reference 92 x 12/16=-69 pif Uplift Force Load Path Design Loads: Dead Loads: Ext Wall DL =`k` 3i75=f ..::=Module Width =wBQI'l a Matewall DL(1-module) ,� - %Q%.,:-„`Allowable DL Reduction Floor DL ? ;"`5,' f,•.Clg DL ;, 9'iif Total Uplift Force One-Story Dwelling Connection Location 1st Fir Top Plate to Stud 1st Fir Stud to Flr Rim Joist (-69+(30x0.6)=-51) 1st Fir Fir Rim Joist to Sill Plate (-51+(13.75x 0.5x10x0.6)=-9.75) Footnotes: 1 1 1)No uplift connection necessary for positive PLF reactions. DL(at 60%)is greater than uplift force. ° ¢SIC Lt ° 44, �� 'ori MsV i 1 ( APPROVED + tltc" DATE 5/21/18 O PFS CORPORATION 03/29/18 Bloomsburg, PA Muncy Homes,Inc. 2/23/2018 39 of 42 Uplift Connections: Truss#HM753218,107/135 mph 3SG, Exp C (VuLT Exp"D" Eq=123 mph 3SG) Truss to Stud Connection: Uplift Force: Truss Spacing:Fi'.�1646bQ" Stud Uplift Force per T russ: Fastener"A": Number of Fasteners Req'd per Truss Opt#1:0.131N 3"Nail(8d) "OR" (-92 x-1)/88=1.05 or 2 fastener(s)req'd. Opt#2:0.148"x 3"Nail(10d) "OR" (-92 x-1)/107=0.86 or I fastener(s)req'd. Opt#3:0.162"x 3.5"Nail(16d) (-92 x-1)/128=0.72 or I fastener(s)req'd. FASTENER "A" TRUSS BOTTOM CHORD METAL STRAP "8'- FASTENER "C" Strap Uplift per Strap:[,i,,oQ7 Standard strap connection from truss rail(attached to bottom chord) Strap"B":Simpson LSTA18,20g strap to stud below. Capacity: 1110 lbs w/(7)10d Nails/End Fastener"C": Number of Fasteners Req'd per End of Strap (4/7)x1110=634lbs. 634>276 =OKI (4)10d Nails Req'd. Stud to FIr Rim Connection: Uplift Force: 51;N Stud to Fir Rim Stud ox.:[,� lf04(i .] METAL STRAP "A"- FASTENER "B" JOIST Strap"A":Simpson LSTAIS,20g strap Strap o.c.: Capacity: 1110 lbs w/(7)10d Nails/End Uplift Force per Strap::':: 2040— Fastener"B": Number of Fasteners Req'd per End of Strap (4/7)x1110=634Ibs. 634>204 =OKI (4)10d Nails Req'd. OF UCP A., W APPROVED 01 (>86253 DATE 5/21/18 PFS CORPORATION Bloomsburg, PA 03/29/18 Muncy Homes,Inc. 2123/2018 40 of 42 Building Connections: Job: 32573 Module Width(max): Roof Pitch: Truss. MRH: Ground Snow: Roof In?o;, Wind Speed VOLT: Wall o.cj!& M'"a. z"�'j (worst case) Wind Speed VASD: Wind Exposure: Wall Zone: i" Wall Height:F". 6"'W", Connection Detail BR—S-1- APPROVED Nk0**'_ DATE 5/21/18 ------- ["17' Rail to Rafter-Outer Mod IN A ForceCORPORATION Z I N PFS CORPORATIO I ' 0 Reaction(worst case) Bloomsburg,PA Fastener-End Nail Fastener Shear Value,Cd=1.15, Into Endgrain 64/64=1 Lu 0.131"x 3"Nails Required Rail to Rafter-Outer Mod. A connector shall be used if nail quantity causes splitting. tp.- 0 f)q !.pt 862 Fixed Truss TC to Outer Module Rail Fixed Truss TC Outer Module TC Force Force Ib *A Reaction(worst case) Reaction 03/29/18 Fastener-Toe Nail Truss o.c. Fastener Shear Value,Cd=1.15,Into End ;'i°6'''. o.c. 64/79=0.81 Reaction @ 16"o.c. 11"Y '�� ----10.131"x 3"Nails Required Fixed Truss TC 297 x 16/16=297 ' to Outer Module Rail. TAi ,Connector ',� #of 10d Nails End of Strap K.Ibs ]Connector Tension Capacity 4/7x1110=635 i 77 1 Simpson LSTA1 8 Strap @ 16"o.c.w/(4)1 Od Nails Each End. Connection Detalll'_.✓ uw F——KW Stud to KW Plate-Outer Mod p2 x Kw Plate to Kingpost Rail-Outer Mod Force a Shei4r",:,' Force Reaction eaction Fastener-Direct Nail ',�Truss o.c. Fastener Shear Value,Cd=1.15, Endgm Max PLF load(25 x 12 16) 25 64=0.4 '�'QJUYWI"' Fastener-Face Nail 0.131"x 3"Nail Shear Value,Cd=1.15 v 95 x 12 18.75 60.8 I"stud 116 0.131"x 3"Nails Required KW Plate to Kingpost Rail-Outer Mod. KW Stud to Kingpost-Uplift-Outer Mod 7 Kingpost Rail to Kingpost-Down Force-Outer Mod [ Force Ci rnp;.'�`'gr Force Reaction Reaction �"Ar tv, Truss o.c. WW!Kneewall Plate Bearing Area Connector o.c. Bearing Area of Kingpost Plate on Rail Compression Force on Rail 13, Reaction @ 16"o.c. % Connector Connection Compression Force Connector Uplift Resistance Value Fastener-Face Nail Simpson MTS12 Twist Strap at 16"o.c.w/ Fastener Shear Value,Cd=1.15 (7)10d x 1.5"Nails/end. 144/95=1.52 0.131"x 3"Nails Required Rail to Kingpost. Muncy Homes, Inc. 2/23/2018 41 of 42 � � ComneotionOetai I Fixed Truss TC to KW-Uplift-Center Mod Vertical KW Stud to Bottom Plate-Uplift-Center Mod Force n Force 4 bd�,I, Reaction Reaction Truss o.c. Truss o.c. 1Z Connector Connector 7777��Connector Uplift Resistance Value Connector Uplift Resistance Value Simpson MTS12 Twist Strap at Simpson H2.5A Twist Strap at Additlonal Fastening. (2)8/31'5r3^end-nails Plate-to- Additional Fastening: (2)0.Y3i"k3^end-nails Plate-to- Kneowa0-0odond(2)0.Y3/"v3^toe-nails 7T;to-zlabe KneowmX'Studand(2)8/3Y^k3^toe-nails 7T-to-zlabp. F_Vertical KW Btm Plate to Rim-Uplift-Center Mod Force 4 Reaction per KW Stud Stud o.c. Fastener-Screw w8xorScrew Withdrawal per inch ou=1.O #Bx3^Screw Withdrawal Resistance 82r1.5=123 109.5x12/125=10.68 #8x3''Screws Required Vertical 0WBbnPlate boRim'Uplift'Center Mod. Connection Detail Truss Heal to Sidewall orce Q� F,0i,llVs Reaction reflects"Actual Wind 8poed''. See page titled'Sidmwo||Uplift Requirements Based onTruss-Specific Uplift Reactions"for Truss Reaction Conversion. Connectnr ConnoctorUplift Resistance Value H2.5ATwist Strapper Truss v/(5)D.1D1^ An0YTG/6Twist-Strap per Truss w/(5)0./31^x15^Kailslemd x1.5^Nai|s/end. may bosubstituted for the H2O4Connector. F—Truss Heal to Sidewall Ix Truss Plate to Truss F,4_4$�,I x Truss Plate to Wall Top Plate rpoe room Lateral Force(MNFRG) Lateral Force \ 717 Force at Wall mTruss Connection Force at1xPlate 0oWall Connection � <02>x32.2x16/12~171J (8/2)x322=120.8 Foobenor-FoceNoi| Fastener-Face Nail ]Fastener Shear Value, Cd=1.0 Fastener Shear Value,Cd=1.6 171J/113=1.52 118x12/128.8=10.5 5"Nails required 1xPlate hx D]31'x3"Nails Required 1xPlate toWall Top /moa plate. OF NE14'? APPROVED DATE 5/21/18 PFS CORPORATION] Bloomsburg, PA 03/29/18 80uooyHomes,Inc. 2/23/2018 42of42 15 JOB PRE-32547 SHEET NO. 1 OF, CALCULATED BY DATE CHECKED BY DATE Whole House Ventilation Supply Air Worksheet Manual J Table 5A r Fql Z�- 0.110, 0M.- ........... ........ -20, 2015 IRC Table M1507.3.3(1) C LPqu;-wqpL"ay.5FswcmAwcAL vEiammA-nom SIMEM AMFLOW RATE REWREMENF& Numant QF MDR XXM5 111-4 2-2- 5-71 'Ain Raw in,CFw 30 45 60 75 90 0 60, -75 90 103 75, 90 1105, 126 743—0,1–6)M Q'i 15 -90, 105: 110. 135 '190 105 126 135 130 �;S31t1 3p5 120 1.3.5 150, 165 �5 7�17,N=37?,R Vw Construction: v 1st story area sq.ft. VIA 1st story ceiling height ft rr J. CW Total Building sq.ft. �";j65j: sf 0A Building volume cu.ft. ,>Q3208"0'cf Y4 "In Air Change/Hr Value ACH 03/29/18 (ACH*Volume)/60 min=CFM Provided CFM a CFM Required per Table M1507.3.3(1) CFM .�;'�� APPROVED Whole house ventilation exhaust is provided by a continuous bath fan. See electrical plan DATE 5/21/18 for the identified fixture location and size. PFS CORPORATION Bloomsburg, PA t SURVEY OF PROPERTY AT LAUREL �,P�E�� TOWN OF SOUTHOLD �Qv��-`G SUFFOLK COUNTY, N. Y. / 1000-127-04-25 / - SCALE: 1'=30' / SEPTEMBER 5, 2017 / � RAIN RUNOFF CONTAINMENT �p .SEPTEMBER 13, 2017 (PROPOSED HOUSE) PROPOSED HOUSE, GARAGE 2079 SQ. FT. 0� NOVEMBER 28 2017 (CERTIFICATIONS) 2079 X 1 X 0.17 • 354 GU. FT.. MAY 15, 2018 (PROPOSED HOUSE) LL�NGI PROP05ED GRAVEL GRIVEWAY • 1040 5Q. FT. 1040 X 1 X 0.17 177 GU. FT.. 531 GU. FT.. 531/42.2 12.6 V.F. T PROVIDE (2) DRY W!:L1_5 64 X 7' DEEP 7V' OR EQUAL DRY WELL CONI`JEGT TO HOU5E N7t23 !1' t`t 7 `2O WITH GUTTE R5 + LEADERS \ \ �o. %C Os\,P / ,1 PROP05ED SEPT IG SYSTEM 4 DEDROOM HOU5E �� c �� / t / o 1-PKECA5T 1000 GALLON 5EPTIG TANK 2-LEACHING POOL5 8'� X 6' DEEP WITH 3' 5AND COLLA-: 3MIN. ADOVE GROUND WATER � J \` r0 s� Iraj,T j�'3 0 4qN• �°� TEST HOLE QATA �� ......� w..... ._.__......._.._.__�_.._� .__ _.�w_�w.....•_� ,.�ax MCDONALD GEO5GIENG:_ 07/10/17 7, G \ /`` �"'t+? ':AwL 0, �.�,.« t� d c�ri/'i CLARK DROWN LOAM OL a -�O v MICR 2 2 20 1 8 _ DKOWN SILTY SAND 5M a V. ,. r0l, / -_.-. �w,(1V,..,.. ° ... . µl•"'4 f.� .7 ^Tt;P ,L .r .... .� ..n PA_E DROWN FINE 5AND 5P =J •+ 7 L. '4 3 / MAR 2 2 / CERT I F I EC) TO= w..........._ _..�.........,. -w................,.,....,..., 1T - / � JILL TAPPER NOTE! NO WATER ENCOUNTERED �/ � F I DEL I TY NATIONAL TITLE I N5URANCE SERV I CE5, LLC,. lW ■ MONUMENT ELEVATIONS REFERENCED TO NAVD 88 w� OF Nt:�=, rQ LOT NUMDEK5 REFER TO MAP OF "LAUREL COUNTRY ESTATES" FILED IN THE 5UFFOLK COUNTY GLERK'5 OFF GE C ON JUNE 22, 1970 A5 FILE NO. 5486 ry I AM FAMILIAR WITH THE 5TAN[>AKD5 FOR APPROVAL AND < / EREON GON5TKUGTION OF 5UD5URFACE 5EWAGE DISPOSAL SYSTEMS FOR THE LCGATION OF PUDLIG WATER, WELL5 AND GE55POOL5 SHOWN HO ✓ 5 I NGLE FAMILY RES I DENGES ANI D WILL AD I DE DY THE GONG I T I ONS ARE FROM FIELD OD5EKVATION5 AND OR FROM DATA ODTAINED FROM N. 5ET FORTH THEREIN AND ON THE PERMIT TO GON5TRUCT. OTHERS. PECON I C_-5URVEYOR5, P.G. ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION ADDITIONALLY TO COMPLY WITH 5AID LAW THE TERM "ALTERED DY" MU5T DE (631) 765 -5020 FAX (631) 765 - 1797 OF 5EGTION 72090E THE NEW YORK STATE EDUCATION LAW. U5ED DY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER5 P.O. 15OX 909 EXCEPT A5 PER 5EGTION 7209- 5UDDIV1510N 2. ALL CEKTIFICATION5 5UKVEYOK5 MAP.TERM5 5UGH A5 "11\15PEGTED" AND "DROUGHT- TO- DATE' -ARE HEREON ARE VALID FOR TH15 HAP AND COPIE5 THEREOF ONLY IF NOT IN COMPLIANCE WITH THE LAW. AREA = 24,223 Sqft. 1230 TRAVELER STREET ry SAID MAP OR GOPIE5 DEAR THI: IMPRESSED SEAL OF THE SURVEYOR ' � 5OUTHOLO, N.Y. 11971 17-069—06c�n i ^l- D u l5 F! : SURVEY OF PROPERTY LN z AUG 2 a 2018 AT LA UREL TO WN OF SO UTHOLD T, SUFFOLK COUNTY, N. Y. / — \ 1000-127--04-25 / \ ,SCALE. 1 —30 / SEPTEMBER 5, 2017 / p \ SEPTEMBER 13, 2017 PROPOSED HOUSE) NOVEMBER 28 2017 (CERT/F/CA TIONS) SOT \ MAY 15, .2018 (PROPOSED HOUSE) AUGUST Z7, ' 2018 (FOUNDATION LOCA TION) 0V OC IAO �gAr7 jr XAl -7 da [„ i 4 4 13 n 6 Cfl ' C, OCF�\Np F C •(Op 4 t E �• i FE a 7go 00 � 7, o cv E��a vo i / CERT I F I ED TO- / JILL TAPPER F I DEL I TY NATIONAL TITLE I N5URANGE SERV I GES, LLG. ® = MONUMENT ELEVATIONS REFERENGED TO NAVD 88 LOT NUMDER5 REFER TO MAP OF "LAUREL COUNTRY ESTATES" FILED IN THE SUFFOLK COUNTY CLEKK'5 OFFICE nary Off:N4�� \ ON JUNE 22, 1970 A5 FILE NO. 5486 �. ry rr'C Y4 I AM FAMILIAR WITH THE 5TANDAKD5 FOR APPROVAL AND GON5TKUCTION OF 5UD5UKFACE SEWAGE DISPOSAL SYSTEMS FOR THE LOCATION OF PUDLIC WATER, WELLS AND GE55POOL5 SHOWN HEREON os �r SINGLE FAMILY RESIDENCES AND WILL ADIDE DY THE CONDITIONS ARE FROM FIELD ODSERVATIONS AND OR FROM DATA ODTAINED FROM O , 5ET FORTH THEREIN AND ON THE PERMIT TO CON5TRUCT. OTHERS. i, ;Y:d °";k l hIO• 618 E�wC�??� �rS �RVEYORS, P.G. ANY ALTERATION OK ADDITION TO THI5 SURVEY 15 A VIOLATION ADDITIONALLY TO COMPLY WITH 5AID LAW THE TERM "ALTERED DY" MU5T DE �" 5" 5 2 FAX 631 765 — 1797 OF SECTION 72090F ,,THE NEW YORK STATE EDUCATION LAW. U5ED DY ANY AND ALL 5UKVEYOK5 UTILIZING A COPY OF ANOTHERS 1""" -� O O ( ' EXCEPT A5 PER SECTION 72095U15DIV1510N 2. ALL GEKTIFICATION5909 SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND "DROUGHT- TO- DATE" ARE � © HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF . TRAVELER STREET ry SAID MAP OR GOPIE5 DEAR THE IMPKE55ED SEAL OF THE SURVEYOR NOT IN COMPLIANCE WITH THE LAWAREA = 24,223 Sq.ft. 1230 12305OUTLD, N.Y. 11171 17-069 —069 a �w�.� oti av��wcaw . m m �.�wcao � ow ��a�m � �yam m ��a ti� ��a� aua tiu�nm�� y �a •ara��v� ��a uw��ucm�aao� co �u��a��a�h ti�s� w�a ti �.v�xo��a o o w�� ti.a �a � �� w �� o � �a�ewa�� SCDHS REF. # R10-18-0023 SURVEY OF PROPERTY AT LAUREL TOWN OF SOUTHOLD �\G �e�� / — SUFFOLK COUNTY, N. Y. / 1000-127-04-25 I1 f 1 SCALE. —30 — SEPTEMBER 5, 2017 AO SEPTEMBER 13, 2017 (PROPOSED HOUSE) NOVEMBER 28 2017 (CER71FICATIONS) MAY 15, 2018 (PROPOSED HOUSE) NNc-)1 AUGUST 21, 2018 (FOUNDA TION LOCA TION) \NNI `q 1� �4A MARCH 18, 2019 (F/NAL) APRIL 1, 2019 (WA 7ER, LINE) k � N� G �o SUFFOLK COUNTY 1)PARTA'E, LTH SEaVjCES yr of Hr:,�, �`2•S k0 �, A-y 'G ? A;"r F:0':'.H.L c;F CONSTe 0-TLO WORKS FOr2 yO O f: a v^_L��"AV"LY RF''IDE'NCE N rn 2 Date APR 2 �c �_.__. H.S.� Sf? .. P12. R10-18 '00 „3 G 96 6 2� S The sew3va 4"Is,Cs;!arc4 a ger cy.7 sr;tj,f n ,.' 'I LP 4 D' t ,� Ems. Inspec'm and.'or Cerl�fied b `i Pnrl �, lrc.. hn htar�bier! � ST � y 4 s De,, Mme or ow,Er s Q ,�;;and 7�und to EEDROOMS.be sat's;actory FOR A KlA?QP�m-1 OF .� METAL COVER FND. CE t wBw '+ i \ s *N* �$6 Craig Knepper, P.E., Chief G A _ Office f INasarra ern e n t �' �z ee c�Re a E•R. w � � i ORP , p � . 0�� RCP D 4, c •y Z { � i 49� o+ �3�' FINN• G 0 c, \ °y ':, 68 R/0 PORCH 2$G O N EAPR 2 2 2019 AC F I Cq` PROPANE \ TOWN OF Soula✓-lz \,_� TANK 8'0 DRAINAGE DWI � �& � W E'' \ X343 t23 AC NP) i � •jj .7A \ �--�► OlAcll C k p� SEPTI i.00Al10N X30. L NAY wBw a` 1 28.5' 62.2' p, 2 39.2' 75' / 3 29' 71.6' / 4 26' 57.5' / / CERTIFIED TO- JILL O- JILL TAPPER, UNMARRIED / VALLEY NATIONAL C>ANK, I T 5 5000E55OR5 AND/OR A551 C-7N5 / DAVID WE 155, E5QU I RE cp w THE 5EGUR I TY TITLE GUARANTEE CORPORATION OF f5ALT I MORE cr. ■ = MONUMENT w ELEVAT I ONS REFERENCED TO NAVD 88 LOT NUMBEK5 REFER TO MhP OF "LAUREL COUNTRY E5TATE5" FILED IN THE SUFFOLK COUNTY GLEKK'5 OFFICE � T� ON JUNE 22, 1`170 A5 FILE NO. 545614 '�P �Y N ry G ' I AM FAMILIAR WITH THE 5 i ANDARD5 FOR APPROVAL AND '( GON5TKUGTION OF 5UB5UKFAGE SEWAGE D15PO5AL SYSTEMS FOR THE LOCATION OF PUBLIG WATER, WELL5 AND CE55POOL5 SHOWN HEREON SINGLE FAMILY KE5IDENGE5 AND WILL ABIDE BY THE GONDITION5 ARE FROM FIELD .OB5ERVATION5 AND OR FROM DATA OBTAINED FROM •', '' 4'"\7 5ET FORTH THEREIN AND ON THE PERMIT TO GON5TKUGT. OTHERS. N.Y. \ aI •�,"NO; 4. PEGON I G;� r;JI�V�,�lORS, P.G. ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MU5T BE (631) 76�5`- '6` AX (631) 765 - 1-79-7 OF 5EGTION 7209OF THE NEW YORK STATE EDUGATION LAW. U5ED BY ANY AND ALL 5UKVEYOK5 UTILIZING A COPY OF ANOTHEK5 EXCEPT A5 PER 5EGTION 7209-5UBDIV1510N 2. ALL GEKTIFICATION5 5URVEYOK5 MAP.TERM5 5UGH A5 "IN5PEGTED" AND "BROUGHT- TO- DATE" ARE P.O. 130X 909 HEREON ARE VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF NOT IN COMPLIANCE WITH THE LAW. AREA = 24 223 Sq.ft. 1230 TRAVELER STREET ry n SAID MAP OR GOPIE5 BEAR THE IMPKE55ED SEAL OF THE SURVEYOR ' 5OUTHOLD, N.Y. 119-71 17-069—06 P�oD@d Name o address: �l a�A�®H ®RAftfi�a;NPU®Ec ^\^ ��^� FOUNDATION: CRAWL SHEET/ DESCRIPTION REV.DATE `� r (/U /A\ I I )'I I „ I I )J SQUARE FOOT: DELA TOTAL S.F. 0 COVER SHEETF04/30/18 CV R (//J/=\\u\(II JvrJ II`JvrJ II`,(=n(<,1, 1 FOUNDATION PLAN LAYOUT 04/30/18 nJ rrr''�111 USE GROUP: DETACHED SINGLE FAMILY DWELLING 2 1ST STORY FLOOR PLAN 04/30/18 10 CONSTRUCTION TYPE: WOOD FRAME 2A 1Sr STORY STRUCTURAL PUN 04/30/18 IST F `ate Ind �p,�/(/ �(' L1 MM SETBACK: NOT LESS THAN 5'TO PROPERTY UNE 3 IST STORY ELECTRICAL PLAN 04/30/111 1E Q w° 2550 BEL►�MAR ORNE, LQMRC�LNY 11948 (SUFFOLK COUNM BUILDING HEIGHT 188''-9 3/16'GRADE TO PEAK 33 MECHANIICAL0TSITE PLAN 3A ELECTRICAL 7NL5 9 d OF STORIES 1 4 FRONT x REAR ELEVATIONS IEV _ ENERGY CLIMATE ZONE' 4(5331 HDD) 4A WEPT&RIGHT SIDE ELEVATIONS 1EV O h ATTENTION LOCAL INSPECTION DEPARTMENT - flN4ED MBI HT ABNE OHROE <6' S CROSS SECTION 04/30/18 1$ a IF TINTS STRUCTURE IS IN A THERMAL ZONE MORE STRINGENT THAN ROI9:LOG9D W ROM RIME NO SA CROSS SECTION DETAILS 04/30/18 15E THAT LISTED ON THESE PLANS.IS SET ON PINGS,OR IS INSTALLED 58 LVL INTERCONNECTION DETAILS ISE AT A MOUNTAIN REGION OR COASTAL HIGH HAZARD SITE SUCH THAT SPRINKLER REQUIRED: NO 5c TRUSS CONNECTION DETAILS OR OTHER DESIGN PARAMETERS ARE INCREASED,THE DE51GN MUST BE DETERMINED TO BE ADEQUATE FOR THE ACTUAL'SITE DMIGN LOM SO TRUSS CONNECTION DETAILS n 5 CONDmONS ALTERATIONS MAY 8E REQUIRED TD BRING THE HOME 6 IST STORY PLUMBING SUPPLY PLAN 04/30/18 1PL INTO COMPLIANCE WITH THE MORE STRINGENT CONDITIONS. ROOF LIVE LOAD: 35 PSF GSL ACTUAL 20 GSL) 6A IST STORY PLUMBING DWV PUN IPU ROOF DEAD LOAD: 17 PSF 6B PLUMBING NOTES h DETAILS PW ATTENTION LOCAL INSPECTION DEPARTMENT FLOOR LIVE LOAD. 40 PSF IST FLOOR/30 PSF 2ND FLOOR SET-UP INSIRUC THEE FOR THIS MODULAR UNIT ARE INCLUDED BY - 7 WINDOW&DOOR SCHEDULE SCH ATTACHMENT 1D THESE PLANS ANY PLAN SET WHICH DOES NOT INCLUDE W AN ATTACHMENT ENTITLED'INSTALLATION MANUAL'ARE INCOMPLETE FLOOR DEAD LOAD. 10 PSF a GENERAL NOTES GN Z ATTACHED IS OUR INSTALLATION MANUAL APPROVED BY PFS HORIZONTAL WIND LOAD. 135 MPH Wlt 9 1ST STORY BRACED WALL PLAN 04/30/18 ISH W ATTENTION LOCAL INSPECTION DEPARTMENT EXPOSURE C SIA BRACED WALL CONNECTION DETAILS 191 Z r f m 5 ALL MECHANICAL(DESIGN,MATERIALS,INSTALLATION&INSPECTION)IS TO W G 4•�+ g ` BE DONE ON-SITE BY OTHERS m g W m= SEISMIC CATEGORY: B ELEVATION. 49'ABOVE SEA LEVEL J 5 00 ATTENTION LOCAL INSPECTION DEPARTMENT Q d THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED BY RIVERWOOD CABINS, APPLICABLE CODES Z HAVE NOT BEEN INSPECTED BY PFS CORPORATION. 0 q � CODE COMPLIANCE MUST BE DETERMINED NYS UNIFORM CODE(WHICH INCORPORATES BY REFERENCE) BASENE14T LIGHTS k SWITCHES - - - • NTS 2017 UNIFORM CODE SUPPLEMENT,PUBLICATION DATE • PLUMBING CONNECTIONS UNDER THE FLOOR JULY 2017(2917 UCS),WHICH REPLACES THE NYS 2016 W EXTENSION OF VENTS THRU ROOF I eart UNIFORM CODE SUPPLEMENT(2016 UCS) LL CONNECTIONS FROM MODULAR TO FOUNDATION NY ENERGY CODE REQUIRED AIR LEAKAGE k DUCT TESTING. 111111 HHII 111 111111 HUll flUll IIHII U • REFERENCES THE INTERNATIONAL CODE COUNCIL • COMPLETION OF THE NY ENERGY CERTIFICATE(SEE ATTACHED ENERGY I HUH HIJIPUBLICATIONS(THE 2015 IRC,2015 IBC,2015 IPC,2015 IMC, a CODE CALCULATIONS FOR ADDITIONAL ITEMS TO BE INSPECTED ON-SITE) 2015 IFGC,2015 IFC,2015 IPMC;AND 2015 I®C),WITH • ON-SITE TRUSS CONNECTIONS SPECIFIC CODE PRINTINGS,APPENDICES,AND REFERENCED - FOUNDATION DESIGN AND CONSTRUCTION STANDARDS AS IDENTIFIED IN THE 2017 UCS. ALL APPLIANCES AND THEIR INSTALLATION NYS ENERGY CODE(WHICH INCORPORATES BY REFERENCE). m is ELECTRICAL DISCONNECT Iz 11111 111111 111111 2016 CODE SUPPLEMENT TO THE NEW YORK STATE ENERGY e METAL ROOFING- CONSERVATION CONSTRUCTION CODE,PUBLICATION DATE t"5 • PLUMBING FIXTURES NOT INDICATED ON SHEET 69 AUGUST 2016,REVISED AUGUST 2016(2016 ECS) ALL • SIDE ENTRY PORCH ROOF REFERENCES WITHIN THE NYS 2016 ECS TO 2016 UCS • FLOOR INSULATION SHALL BE DEEMED M BE AMENDED TO BE A REFERENCE TO / BASEMENT STAIRS THE 2017 UCS. - • GABLE END SIDING • COMPLETION OF THE ROOF ❑ ❑❑❑ ❑ a a CONSERVATION THE 2015 INTERNATIONAL ENERGY tPi • RIDGE VENT ❑ ❑❑❑ ❑ ®®® CONSERVATION CODE(2015 IECC),AS PUBLISHED BY THE z F PANEL BOX INTERNATIONAL CODE COUNCIL,WITH SPECIFIC CODE • TUB N BATH F2 �� C ,AND REFERENCED STANDARDS AS Z • COMPLETION OF FIREPLACE It CHIMNEY INSTALLATION PRINTING,APPENDICES IDENTIFIED IN THE ES, ECS. • COMPLETION OF GARAGE AREA ❑❑ ❑ . ASHRAE 90.1-2013,PRINTING AS IDENTIFIED IN THE 2016 ECS. N 0 0 M 0 101 FE-1m OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240 m 2014 NATIONAL ELECTRICAL CODE AC m BY Oi1BRB EAC76iYlMMM OX 91E BY GTH 6 FRONT ELEVATION �+ z m o 3Td PARTY INWECTEON AGENCY Corporation PFS CORPORATION PFS Cor P 1115 OLD BESCWiCK ROAD,BLOOMSBURG,PA 17815 Approval Limited to Factory-Built Portion Only PHONE 570-784-8396 ADDITIONAL SHEETS State: New York t SITE LOCATION Signature: 1-11 ENERGY CHECK Warning:It Is a violation of the NYS Education Law Title: pp ULA79ON VALUES 1 STRUCELECTTURACALL LOAD CALCULATION N Article 145 for an person,unless he is actin under Staff Plan Reviewer 1-42 sTRucTURAL cALcuunaNs y p g ROOF 7D l7CTE1TI0R• R-49(R-38+R-11) the direction of a licensed Professional Engineer,to Date: 05/21/2018 EXTERIOR WALLS TO EXTERIOR, R-21 1 WHOLE HOUSE VENTILATION CALCULATION Q~o= atter this dem In anyway. FLOOR- R-30(ON SITE) a mai �N: 32647 F-1d D u��d�� Nam�� n SEE ATTACHED RES-CHECK FOR ENERGY CODE COMPLIANCE TOTAL PAGES: 77 N� SPECIAL USE ONDTIONS STATE SEAL, SEAL: PROVISIONS.LIMITATIONS (GENERAL NOTES DISCLAIMER: These drawings have been prepared and • BUILDING IS DESIGNED PER PROVIDED SETBACKS SHOWN IN reviewed in accordance with all applicable codes. This CLASSIFICATION SECTION ABOVE ALL ZONING REQUIREMENTS THESE DRAWINGS ARE THE PROPERTY OF MUNCY HOMES,INC AND AND ANY ADDITIONAL FIRE RATINGS REQUIRED ARE THE SHALL NOT BE REPRODUCED OR COPIED WITHOUT AUTHORIZATION. - drawing Set Is not intended to be all Inclusive, nor does this RESPON90N Y TE THE BUILDER, OPENINGS FOR EMERGENCY USE(EGRESS WINDOWS& set detail ever code required aspect of this building. The FIRE=0N SYSTEM, y q p DOORS)To COMPLY WITH SECTION 310 AND 311 OF THE SMOKE ALARMS AS PER STATE CODES RESIDENTIAL CODE building contractor is responsible for compliance with all • FLAME SPREAD IS LESS THAN OR EQUAL To 200 ALL STAIR k EGRESS REQUIREMENTS TO COMPLY WITH SECTION R311 applicable codes under the supervision of the local authority X05 NE(7.� 9 VENTIUnON: 811!,/ O a P WHOLE HOUSE VENTILATION PROVIDED BY A CONTINUOUS having jurisdiction whether detailed in this set or not. �.��'�� N� .�1� VENTING BATH FAN IS TO BE SIZED PER TABLE 1507.3.3(1). DOOR BLOW G1 TEffM UNTO: MUNCY HOMES, INC, its employees and affiliates assume no � �. ALL OTHER BATH FANS TO BE SIZED PER TABLE 1507.4 *` ` FILE.PRE-32547 • ALL EXHAUST SYSTEMS TO TERMINATE 70 EXTERIOR OF ECO-HAVEN BUILDING SYSTEMS liability for errors and omissions from this set of drawings �- } `+ rz STRUCTURE WITH BACK GRAFT BAFFLE FREDERICK G. TERRY RI as may be permitted by law. ;; �e pt w SOFT- 1 651 6=C';y, '�--3 . 764 DRY RUN ROAD NY ,P STATE BEECH CREEK, PA 16822 `R oga�5o q� TTS PH: 570-660-1122 TAAt RANCH EMAIL fterry3ftco-haven cam MODEL CUSTOM 05/01/18 DRAWING: COVER PAGE SHEET. 0 x44_0" 38'-5 1/2° 28'-6° 20'-10 1/2° ell9'-a 1/2' rn I FLOOR PLAN SQUARE FOOTAGES I n'-tD' s'-O)ri' a 3 s FFS LABEL 30SG 1/2' RLAAL DRYL 3 s 3 59 1st Floor = 1,651 SQ.FT. of Living Space w EGRESS EGRESS Garage = 428 SQ.FT of Garage F g 10'-1' 2' 0' 7'-3' 15'-10° m Total = 2,079 SQ.FT. Under Roof I C RNER U_ 1 U- `/ SHOWER i 1 z NOTES: C 1. 8'-0° 1ST FLOOR COLING HEIGHT. BEDROOM 30 Go BATH 2 i 2. WHIRLPOOL TUBS MAY REPLACE THE EXISTING PROVIDING THE LAYOUT WILL NOT MODIFY c 109.94 SOFT.of ROOM I er OTHERS 30 a .o I THE APPROVED PLUMBING DIAGRAM AND THE ELECTRICAL SERVICE CAN SUPPORT THE ^a 6 a�a h _I 8.79 LIGHT REO'D. BEDROOM 1 o CLOSET !2 I ADDITIONAL LOADS. P�1 a 40 VENT REO3,_ 205.83 SO LIGHT REO'D FF.Of ROOM 1205 UGHT PROVO 16.47 U 3. FRAME FOR CUSTOM STAIRS TO BASEMENT,INSULATE STAIRWELL WALLS,INSTALL 16.4 5.71 VENT PROVa 3 36601131% 8.23 VENT REO'D i WEATHER-STRIPPED DOOR AT TOP OF STAIRWELL(FIELD INSTALLED) ° SUFFICIENT UGHT&VENT PROVIDED SaAKER NB ' 24.10 UGHT PROVO -, I 2'-2 1/4' I 4'-0° 4. ALL WINDOW OPENINGS WHICH ARE 72°ABOVE THE FINISHED GRADE WITH THE BOTTOM OF 11.42 VENT PROV'D. I I SUFFICIENT UGHT&VENT PRaVlOm. I I � f THE CLEAR OPENING LESS THAN 24°ABOVE THE FINISHED FLOOR,SHALL BE PROVIDED WITH 2 0' 30PO i i FIELD SUPPLIED AND INSTALLED WINDOW GUARDS PER R312.2 Q z.6 ° Ne AJUST ° 30 i i 7. WINDOW&DOOR TESTING&LABELING IS TO BE DONE PRIOR TO INSTALLATION & PASS W W-t' 3'-1° _� i i PER CODE REQUIREMENTS LISTED IN SECTION 11609.3. Z 18 �---- I '- 8. WINDOW&DOORS ARE TO BE ANCHORED PER CODE SECTION R609.7. w 2.3 9 TESTING OF WINDOW MUWONS IS TO BE VERIFIED PRIOR TO INSTALLATION &PASS PER Z y r 2.6 32 CODE REQUIREMENTS LISTED IN SECTION R6028 W m a 4 4 I 11'- � •T L°VL EA.MOO.°� •� I o I SI I DC243MO 9LITE _L UNDR rQ� B B42 042OBEPFN ZROOMO n 11'-5 7 1 BATH 1 30 KITCHEN T N 2.6 3 PS&STATE LABEL DINING ROOM 30PD 3'-9Y' &DAZE PLAtE KITCHEN/DINING ROOM COMB. 0 6 325.30 SOFT.of ROOM Q QG O i � DW ^E 26.02 UGHT REQ'0 m a I I I ACC I I z03 13.01 VENT REO'D. i PNL 1 y, I °wo 3038 UGHT PROVO. o BEDROOM 2 L V5939 m 2933 VENT PROVO. 99.27 SQ.FT,of ROOM BATH 3 HALF A UL CAB.HEIGHT SUFFICIENT UGHT&VENT PROVIDED. , L 7.94 UGHT REO'D. 3_q• B'_B• n r7 3.97 VENT REQ'D .i 12.05 LIGHT PROVO 30 .i 5.71 VENT PROVD. v SUFFICIENT UGHT&VENT PROVIDED 30 2-3° -'� ' I o 15'-3' 11Yf O E t 4,_5. LVL EA.MOO I 608E 32FD 30 — 6'_q" 1 �- 5/B'TYPE-X ON 5' �+ �\ • N I I N 35'LP GAS RRD'UCE SUPPUED .-- - _Jy BT MANUFAcno nt ANO F1MBIiFD d. R BITE I FOULKE TO HAVE TIGHT 4 DILDER TO FRAME CLOSET RTDNG.NON 01311eUSOBIE DOORS h FIREPROOF IN GARAGE •i AREA ON SITE 32 Eis AND EARTH PER ARTH I o gCRR RIM, I1 9-LITE PPLIED INSTALLED)ON Sm BBY OORRS) v ° GARAGE FOYER FAMILY ROOM O Z w i° ra 286 33 SO.FL of ROOM 22 91 UGHT REO'D. �T-3% 1145 VENT REQb. 2857 LIGHT PROVO I •I 31.53 VENT PROVO. 26'-3%" SUFFICIENT UGHT&VENT PROVIDED. n PO 20'-3' 14° j " i6'-5° w I PFS LAB I _ �LI 6-LITE 36 L2 2-LI 11'-8�° #21O -3 g•_81¢° I 148' a° PANEu7ID SECTION OF GARAGE,INCLUDING FIRE SEPARARR,To BE j 20'-5 1/4° 8'-8 1/2' DESIGNED BY A NY LICENSED PE/RA AND MATERIALS TO BE I I 1 SUPPLIED ON SITE BY OTHERS.THE DESIGN AND INSTALLATION IS TO j o Be c i I BE REVIEWED.INSPECTED AND APPROVED BY THE LOCAL BUILDING F I I c ^' 1 OFFICIAL I i i� PWr.,pyI°a} r 1 1 ROOF=5/12 i i QMd I L I E�od I 11'_p• 16'x7' GA AGE DOOR 11�_q" Warning It Is a violation of the NYS Education Law Article 145 for any person,unless he Is acting under the direction of a licensed Professional Engineer,to alter this Item In any way. 48'-0° o SPAM SEAL- SEAL- 6 � 9 CSF U15- FILE m � 1La14s°2% PRE-32547 SG Fr.: 1,651 < + _ w STATE* NY 41 '' RANCH APPROVED 08625S MODEL v to CUSTOM DATE 5/21/18 DnaW1Nc. 1Sr STORY FLOOR PFS CORPORATION 05/01/18 PIAN Bloomsburg,PA SHEET: —EXT. WALL HEADERS TO BE(3) 2x6 SPF#2 UNLESS NOTED OTHERWISE —MATE WALL HEADERS TO BE(1) 2x6 SPF#2 PER MODULE UNLESS NOTED OTHERWISE —STRUCTURAL MEMBERS INDICATED ON THIS PLAN ARE ASSUMED TO HAVE FULL BEARING ON THE W SPECIFIED SUPPORT COLUMN UNLESS NOTED OTHERWISE 9 h —ALL STUDS INDICATED FOR HEADERS ARE ASSUMED TO BE JACK STUDS UNLESS NOTED OTHERWISE pa F —STRUCTURAL BEAMS SHALL NOT BE NOTCHED OR DRILLED o —FASTEN ALL HEADERS TO KING STUDS w/(4)0.131"0" NAILS EACH END (TOENAILED OR IN o -----� ENDGRAIN) I I REQUIREMENTS FOR STRAPS FASTENED TO EDGE OR OF LVL MEMBERS: ? —(2) ROWS OF NAILS w/ 1/2" MIN. SPACING BETWEEN ROWS ov' 8d COMMON NAILS (0131"x2.5") MIN. SPACING PER ROW. 3" O.C. I e l�� 1O ^✓� MIN. END DISTANCE 2" a 10d COMMON NAILS 0148"0") i MIN. SPACING PER ROW: 4" O.0 MIN. END DISTANCE: 3" K� i 1 I W Z _ (4)2x3 SPFQ EACH Y(mnr Q 6 I .4 F 8 SRMAP[ffi1N m COLUMN Atm ' I Z >T ,`Fg mJnlx ROG./(0 IL I m a m g 3 LSA11 EACH MMODULEI- $ (q Isxttas LN.Its 90E W' ' J 5 I I (2)1 11r LVL 1x6 SDE I I -772—M- O I Z m_ (4)2.3 SPFf2 EAG YIDUfE I ;' ' _� -- O o ---- (3) 1.5X12" 2.0E LVL w �� STRAP EERY m MIN AND LS-call a EACH MDOMIE 1) w/DBL TOP PLATE LL ' 0 Q a 30PD I O L (4)L4 . AN SUE CF MODURLE STRAP IgAY m ODWYN Arm WYmI m RWM./ � -- -- - -- (2)LsrAII lm5 SUE OF Y®ULE _ (3)2.4 SPF/2 TRS 51DE (7)2.4 SFF12 INS SIDE OF m— SIRE a M1 m [" � : mO 1f NANO COLUMN m ANO mFm FLOG■ASTAIS THIS SIDEROOD./(2)STA18 5_S° ff MODULE 21•-2° II (1)15X2.W LVL EACH SIDE OF NODULE _ (2)15x11.75•L0.7x15 SEE LVL Das 3�E I I �y 12.3 EF(L 1x6 90E OF n (3)2.3 SPFf2COLO EACH NODULE SIZE MODULE STRAP TEAM m (4)2.3 SPFR 1x6 SIDE ff MODULE STRAP c YEAY m COLUMN AND COLUMN m MODUULE SRAM IDff COLUMN AND COLUMN TO VAN m COLUNN AND COLUMN m FLOG./ FLDOR iAl)LSTAII EACH MODULE COLUMN AND COLUMN m FLOOR./(2)LSFA18 (2)LSTAII 10 SDE OF MODULE o FLOOR-AsFAIE THS SDE U OF MODULE I c m O I DETAIL "A" N TS. I I I 21Y-7N° I (3)LD SPF/2 HEADER (3)IS:I2'2AE LVL./IID.TIP RATE I SIRE IEAOLA TO JAG STRAP HEADER m JACK SND AND JAG SND STUD AND JAG SIDI aw ' TO RCG■AI)LSTA12 TO FLOG■AI)LSFA12 �+�^ I (3)2.6 SPF/!STRAP WA (3)2x8 SPFR STRAP FM TO COLUMN AM COLUMN m COLUMN AND COLUMN , I m RDG./(2)LRA18 TO RWM./(2)LSTAII I I F c I Warning*It Is a violation of the NYS Education Law Article 145 for any person,unless he Is acting under L — — � the direction of a licensed Professional Engineer,to alter this Item in any way. STATE SEAL: SEAL: of Neiy FILE ��st)Lrlsf PRE-32547 SD • rye �c STALE NY In 2TWEz RANCH APPROVED x`40 g8saa4 Mw Nana CUSTOM DATE 5/21/18 NP BRAD` IST STORY PFS CORPORATION STRUCTURAL PLAN Bloomsburg,PA 05/18/18 SHEER 2A �_ 16 w PH -� BATH 2 WF. PH tz ' _i HEATING HEAT NOTES: �^ 1fi M 1 �--� •SYSTEM AND DESIGN CRITERIA TO BE 4IIMFlm PRIOR TO M15fAUA1I0N. ��pgggg BEDROOM 3 ; a 12��— _.� 72 i i ? 1z 1 ,6 } II 1 BEDROOM 1 i i 11 _ WHOL HOUSE MECHANICAL VENTILATION 2015 IRC SECTION u I I L i j i ; i w ! M1507 ° + I 16 1 I / j_�Ai2Z--- % 0 1z i i NUMBER OF BEDROOMS: 3 !+y ! U `\ i J . / 1; AIR FLOORAREA: ROMDED1651 S B3O. CFM CFM �• B ° 1z 1 I % -7 i i AIR ROW REQUIRED: 60 CFM _ ........... „x BATH ROOM AIR FLOOR REQIRED: 20 CFM CONTINUOUS Last _t___ tz i TOTAL AIR FLOW REQUIRED: 00 CFM ,16 16 \, j 3 \•'• 1 j I w \� fi 4 w BATH 1 CIRCUIT SCHEDULE Z 1 r 2 19 \•' 2 �— —J i -WIRE WITH GROUND ALL CIRCUITS z CRT BRK WRE LOCATION VOLT TYPE CRT BRK HIRE LOCATION VOLT TYPE W tz 4 - I I 1 2vA 12-2 APPLIANff-KR 110 AFCI 2 20A 12-2 APPUANCF-IOr. 110 AFCI p g�n a 4 19 CFl '3 - 3 p01MB,3 I 3 15A 14-2 LIGHTING-KIT-DIN 110 AFC 4 15A 14-2 HALL LIGHTS&ED 110 AFC: J y CJ o p I 1 �Fl - B ,3 r----- -�,t•-'+' 5 20A 12-2 DISHWASHER 110 AFCI 9 20A 12-2 BATH/1 110 AFQ a t71i y rj 6 RYMFR / 1 I 1j GFt.�' __ J •5-9- -T—• i I •�. 7 — 8 RA 12-2 BATH 02 110 AFtl O .1 M Q ' it I 4 ,�i T9 �3 i 3 •\ SVA !-3 RANGE 220 I'-I- i I 1 ;--_- •`•- (_-- % I In 21 9 10 TBA 14-2 RM110 AFCI e a 11 ZOA 12-2 WASHER 110 AFC 12 TBA i14-2BEDRO2 BEDROOM 110 AFtl A `� 'f-iya•1' 4 NDRY S 3 �1 3 i , ' 13 30A 10-3 ORYER 220 _ 14 15A 1h2 BEDROOM R 110 AFtl BI I 15 16 15A 14-2 BEDROOM A 110 AFC LL ROOM I• I , I�I I I`I J t 17 15A 14-2 GARAGE 110 AFC 1B TBA lh2 FAMILY RM uGHTS 110 AFC 1„ 14 -_- 14 i 4-�--�I KITCHEN 1s 20A 12-2 MICROWAVE 110 AFC 20 20A 12-2 BATH A 110 AFtl L BEDROOM 2 ` �FI 21 2z 1 I `----� "---�� 23 24 LI',, 'C 2.9 26 Yf I I 2 Ca1oNQ15 - 1 I I I ! ! 27 z0 8 r��1k( 14 1 I ¢ � 11SEE CHART1 --___� I ' I V I zs 30 j InI __ 1 m T�IN __ f B I I DINING ROOM j ;, ;; Cm IYOiE FOR 14_./ ' ' / - ��--94Er 1; $3n J i I I�Iy� �,.,i�7, 3s 35 DROP FOR Pula H ISI %� _IlIMMER 01 MER--; 3 3 3 I I -- -- n-n 37 3B b BOX IN BASEMENTrLEI 4vmcL i 4 I.E. 4 Ss L—as�" .;,A :41 17 ELECTRIC SYMBOLS 14 Ill Tel % 10 10 Vo9 10 q) SINGLE RECEPTACLE ® BOX FOR LIGHT OR FAN FLUORESCENT LIGHT m qP DUPLEX RECEPTACLE ,R�I ®RANGE EXHAUST I� I lfw WATERPROOF RECEP. w/GFl c \1 CEILING SMOKE DETECTOR /FOYER I I 1-�• �c GROUND-FAULT INTER. o Uir_ 220 VOLT RECEPTACLE ® CO/SMOKE DETECTOR 7f A.0 H O TOP HOT & BOT. SWITCHED JUNCTION BOX Z GARAGE I I 1e —_�—;_�ie`�) ,\ ® AMP CONNECTS e m o t7 \ % I I 1 $ SINGLE POLE SWITCH $ 1p WAC� CHIMES BOX • /' � I � , i i /I a THREE Y SWITCH ,a \ $. FOUR WAY SWITCH SPECIAL APPLIANCE j I FAMILY ROOM I ¢ INCANDESCENT LIGHT H WIRE& BOX FOR SPOTLIGHT Rei -% \-\ ® RECESSED LIGHT P1 THERMOSTAT WIRE �17 I i ie 1e I i 1B to 1 0 PHONE JACK CHIMES BUTTON 17 k EXTERIOR LIGHT 0 TV JACK I 1 10 \•- 10'� ec LIGHT BAR j �� BATH FAN (50 CFM MIN) ` wP10PENDANT LIGHT BATTERY PATH LIGHTING EMERGENCY Cm MRO IS'01 LIGHTS IFOR N ' I 1 9Uft00.g R soPLppg& 1 1 �RnlliE a s�1E ualrs ix Arnc 1 �BY OTHERS a SITE 61srAum a sTE� I i Jte PADDLE F.AN as 17 f IN ODRRS BY oIHDtS I i 17 17 IIN SITE ' �5 r• _—____- ----�� We Ing It Is a violation of the NYS Education Law Article 145 for any person,unless he is acting under I the direction of a licensed Professional Engineer,to alter this dem 1n any way. STATE SEAL- SEAL: g 15 of Ngty I � �SStL:ty� OFM- m * r i � PRE-32547 r SQFr-* 1,651 STATE NY E. o� 81gc25A �� RANCH 4 MODEL- APPROVED ODEL APPROVED tit' CUSTOM '�✓' $/2m8 DRAWNG: DATE 05/01/18 IST STORY PFS CORPORATION E3ECirOCAL Bloomsburg,PA SfEET 3 48'-0' e 44'-0° 4,-0, F (Max) .2.SILL PLATE ---- -- 763 PLF/113 UPLIFT O v o 1/2°DIA.x 12°ANCHOR FIDOR armFTt(6)tam SW#2 Mx. Ixt 6 O BOLTS W/Y x 2° I I SQUARE WASHERS m-O•MAX SPAN(FLODR LOAD ONLY) I I r-r MAX SPAN(FULL LOAD) o x I _I I I--CONCRETE TING �SPU�s Misr omn+OVER COLUMNS I I 2 OR-SIE CONF¢cnOR FOR MODULE TO FUJFDIUON �, -..,--„„sc• I I a mei r E PROO IDD FOR n�cuu�Fr LOADS Purls I 1 BASEMENT t6� R I I t Ilf AN-OR Bar s'-O'O.C.MAX W I J 2 RML(2)ANCHOR SOLis PER mL Pure XCOON W • i [ 1 µ1Y MAI FROM EACH Bur MUST BE OF EACH�PLre Q a g CONCRETE 777 15'-6° FLOOR / siCDON. Z / Waa 44 3'_6• 6'_0• 6'_• Y-11¢° 74t• T-1Xt° 7'-LT Q a °P F 688 PIF 688 PIF 2,069 PIF 2,068 PLF 2,086 PLF 2,088 PIF q 0 2,088 PL l'I 1 2,086 PF W LKPONT LOAD, L__J POINT LOAD. L _J L__J J NOTES: L__J I ftAVITY:3,873111 GRAVITY: 3,873# LOLLY COLUMN/ OD- 1.POST LOCATIONS TO BE VERIFIED NTH ON-SITE UPLIFT: -1,095# UPLIFT: -1,095# FOOTING 2.POINT LOADS SHOWN ARE LOADS FROM MODULAR STRUCTURE ONLY&DO NOT INCLUDE WEIGHT OF STE PROVIDED STEEL TEAM OR UNIFORM FLOOR LOAD FOUNDA11ON NOTES: m m 3.A PE MUST DESIGN THE SLEET PER THE LOADS LISTED& 1. ALL CONSTRUCTION&MATERIAL BELOW THE BOTTOM OF THE FLOOR APPROVED BY THE LOCAL BUILDING INSPECTOR JOISTS IS THE RE9'ONSI8ILRY Of THE BUILDER/CONTRACTOR AND IS 1D 6�. BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES. DETAILS ARE tri •1 �i SUGGESTIVE ONLY 2. INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED FOR ENERGY COMPLIANCE IS THE RESPONSIBILITY OF THE ON-SITE p CONTRACTOR AND IS TO BE COMPLETED IN ACCORDANCE WITH ALL -1 17-1° 1 m 3 GARAGE OR CARPORT FLOORS MUST SLOPE AWAY FROM RESIDENCE AND II APPLICABLE CODES. 2,0898 P PLF TO DRAIN OR MAIN VEHICLE ENTRANCE s \ •i 22'_2• 3'-7° 5'-° 5'-ilif 5'-91�° 4'-6° 4. �C�R BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR � 686 PIF 688 P 688 PLF 688 PLF 688 PLF 5. ALL OPENINGS AND CONCRETE JOINTS TO BE COMPLETELY CAULKED. ` _ 6. ALL EXHAUST SYSTEMS TO TERMINATE TO EXTERIOR OF STRUCTURE WITH r— BACK DRAFT BAFFlE m I I _ I I _ I I _I 7 FOUNDATION WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED 2,068 PLF I I I I o- I I TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE ^ L J L --I L—_J L—_J _ LOCATED WITHIN 3'OF THE CORNER.IF A CLASS 1 VAPOR BARRIER IS INSTALLED,VENTILATION AREA MAY BE REDUCED TO 1/1500 OF THE POINT LOAD: POINT LOAD: POINT LOAD FLOOR AREA. GRAVITY. 1,112# GRAVITY: 17,193# GRAVITY: 6,056# B. CEILING AND WALLS OF BOILER AREA(IF EQUIPPED)TO BE COVERED WITH 2'-2° o z UPLIFT: -4,181# UPLIFE -4,181/ UPLIFT: -1,2W# 5/8°FIRE CODE GTP. m o 0 9 ALL EXPOSED LUMBER TO BE PRESSURE TREATED v tV C FOUNDATION SHALL BE DESIGNED BY A DESIGN PROFESSIONAL WITH c KNOWLEDGE OF LOCAL SOILS CONDITIONS.THIS SAMPLE PLAN IS MEANT ONLY TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO TO IST STORY SD THE DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED WITH THE REQUIREMENTS OF THE MODULAR BUILDING. MANUFACTURER ASSUMES NO,RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE FOUNDATION.ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED UNEXCAVATED GARAt3E OILING MOUNT SMOKE AGAINST THE FLOOR PLAN BY BUILO(R/OEALER PRIOR TO FOUNDATION CONSTRUCTION. * DETECTOR INSTALLED THE BUILDER/DEALER MUST CONTACT THE MANUFACTURER PATH ANY DISCREPANCIES 19'-it° BY OTHERS .I PRIOR TO THE START OF CONSTRUCTION a; DESIGN LOADS SHOWN ARE FOR THE FACTORY BUILT PORTIONS OF THE CG o= 763 PLF 113 UPLIFT BUILDING ONLY,ANY ALTERATIONS OR REVISIONS TO THESE PLANS TO ACCOMMODATE SITE BUILT STRUCTURES ARE THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL DESIGNING THE SITE BUILT PORTION. Q�d POINT LOAD: POINT LOAD: 26-0° ILL GRAVITY. 3,873# GRAVITY: 3,673# - NS UPLIFT. -1,6831 UPLIFT: -1,883# c Warning*It Is a violation of the NY$Education Law T, Article 145 for any person,unless he is acting under , the direction of a licensed Professional Engineer,to alter this Item In any way. AHE SEAL: SEAL: fb t5 S-0° 16'-0° 3'-0° 4 Qtr N4i'tyr m DROP FOR DOOR �. sBILUA,° o PRE-32547 4 2f-O" �- sr � SO Fr-' 1,651 cri '�. STATE.' NY TYPE RANCH p QS4N^ MODEL.• . APPROVED CUSTOM Dflaxwc: DATE 5/21/18 05/01/18 FOUNDATION PLAN PFS CORPORATION Bloomsburg,PA SHEET 9 CAPPE 427= _ 2014 NEC ELECTRICAL NOTES: UP --HFOR 19 N 1, RECEPTACLES SHALL BE ARRANGED SO THAT AT NO POINT ALONG THE WALL SHALL THE DISTANCE 70 A RECEPTACLE BE 21L PANEL BOX LCCATION PER PLAN, POAR 10 SMIW PaYAH 10GGRMORE THAN 6'-0'IXCEFT AT IOIL7@7 COUNTFHIOPS WHERE RECEPTA4E5 SHALL BE PLACED NO N01iE THAN 4'APART. C329. AN ENERGY EFFICIENCY CIMIFICATE SHALL BE POSTED ON A WALL BY THE FURNACE LOCATION,UTWTY ROOM,OR AN AT LEAST ONE RECEPTACLE SMALL BE INSTALLED IN HALLWAYS OF 10-0OR MORE IN LENGTH. APPROVED LOCATION.IF LOCATED IN THE PANEL BOK THE CERTIFICATE SHALL NOT COVER THE CIRCUIT DIRECTORY3. ANY WALLY IN LENGTH OR GREATER REQUIRES A TECPfAQE(HA®TABIE 9'ACE ONLY 30. A WALL SWITCH TO CONTROL LIGHTING OUTLET'FOC INTERIOR STAIRWAYS SHALL BE PROVIDED AT EACH FLOOR LEVELWiHERE STAIRWAYS HAVE SX OR MORE RISERS14a WI✓E4, ALL COUNTERTOP RECEPTACLES AND SIWTHES TO MEASURE 44'TO BOTTOM OF BOX FROM F06SHED FLOOR. 31 LAMP HODERS INSTALLED IN WEE OR DAMP LOCATIONS SHALL BE OF THE WATER PROD'TYPE AOMOIX FUR 3-WAr..I s ETA uar I NW00%FOR SW=- wRMOIX FIA SW161 & S WALL SWITCHES TO MEASURE 48'AND RECEPTACLES TO MEASURE 14'm BOTTOM OF BOX FROM FINISHED FLOCK. 32. WREN MOM THAN TWO NN CABLES CONTAINING TWO OR NOW CURRENT CARRYING CONDUCTORS ARE INSTALLED WITHOUT f MAINTAIRNG SPACING BETWEEN THE CABLES(OR PLACED IN TIE SAME OPENING)SHALL BE FIRE-OR DRAFT-STOPPED POWER TO 3-WAY SWATCH TO 4-WAY SWITCH TO 3-WAY SVNTCH TO LIGHT 6. ALL RECEPTACLES TO BE GROUNDED TYPE USING THERMAL INSULATION,CAULK OR SEALING FOAµTHE ALLOWABLE AMPACTY OF EACH CONDUCTOR SHALL BE ADJUSTED r p o IN ACCORDANCE WITH TABLE E350S3 a �y 7. ALL 125 VOLT,15 AND 20 AMP RECEPTACLES ARE REQUIRED TO BE LISTED TAMPER RESISTANT �] 33. A MINIMUM OF 75 PERCENT CF PERMAEENILY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY NIGH'EFFICACY LAMPS OR �.NEUTRAL CARPO OF NetON.FOR THE S wJ 6. A COMBINATION TYPE ARC-FAULT BREAKER IS F EQU90 FUR ALL BRANCH CIRCUITS THAT SUPPLY 1201,SINGLE PHASE,15 PFR ARTICLE IaL2(C)FOR 71E WV y.qg SHALL BE CONTROLLED N11FI A OCCUPANCY/VACANCY SENSOR OR AUTOMATED LICMIING CONTROL SYSTEM -=NO AND 20 AMP OUTLETS INSTALLED IN KITCHENS.RRC.LAUNDRY ROOMS FAINLY ROOKS DINING ROOMS LIVING ROOMS PARLORS mmmmY O UINIB 2 f1 LIETRARES,TENS BEDROOMS S.OW.AND LAUNDRY ROOMS CLOSETS,HALLWAYS,AND SIMILAR ROOMS OR AREAS, OEGTROIC IKaIIRs cONTNOS INCLUDING THE SMOTE ALARMS OW,AND LAUNDRY AREAS 34, I RECEPTACLE RECEPTACLE, OUTLET INSTALLED TO COMPLY WITH A D THEN ONLY FOR AN INDIVIDUAL BRANCH CIRCUIT SNARL CONTAIN A , SINGLE AECEFTAIAE OR A MULTIPLE RECEPTACLE O,AND THEN ONLY TO THE EXIQRT THAT,THE SUPPLIED EQUIPMENT POEET N ParAO TO uaT I 9 A GFO BREAKER OR LISTED TAMPER RESISTANT TYPE GM RECEPTACLE IS REQUIRED.BUT NOT LIMOED TO ALL CIRCUITS INCLUDES MULTIPLE SUPPLY CORD CONINECIONS , SERVING ALL COUNTERTOP CURETS g RECESSED!LIGHTS SHALL BE IC RATED AND INSTALLED M/NO PENETRATIONS,OR TYPE IC OR NON-IC RATED INSTALLED INSIDE 10. A CFC BREAKER OR LISTED TAMPER RESISTANT TYPE GM RECEPTACLE IS REQUIRED,BUT NOT LIMITED T0,ALL CIRCUITS AN APPROPRIATE AIR-TIGHT ASSEMBLY WITH A 0.5 CLEARANCE FROM COMBUSTIBLE MATERIALS AND 3'MEARINCE FROM 14-2 WE STAVING ALL BATHROOM RECFPTAL9.E5 INSULATIONS Q)- W11 GM!PROTECTION IS REMIRED WHEN OUTLETS ARE WITHIN 6 FEET OF THE OUTSIDE EDGE OF A WOemOz FOR WWATW 01 Fm DOR Z KITCHEN ,LAUNDRY,UTILITY,OR WET BAR SINK DISHWASHER,BATHTUBS OR SHOWERS POWER TO SINGLE POLE SWITCH TO LIGHT o 12 A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER-RE95nWT/WEA7HBC-PFIOCF CFC OUTCRY IS Z REQUIRED TO BE LOCATED AT E07H THE FRONT AND REAR OF ALL DWELLING UNITS.OTTUM MUST m < q AT GRADE LEVE.A RECEPTACLE 15 ALSO REQUIRED MEN PORCH/OECK/BAUWNIES ARE 20 50.PT CARBON MONOXIDE NOTES: a m= OR BETTER AND MAY BE USED TO COMPLY WITH THE 2014 NEC 210.52E WHEN AT GRADE LEVEL AND GIPPED OFF NEUTRAL d WITFON 24'REACH 915.1: IP-OM UIIM IE USTD YULE NUT IEOIN0 PER ARTICLE Z m r r CARBON MONOXIDE ALARMS AND CARBON MONOXIDE OE7ECTDRS SHALL BE INSTALLED IN BUILDINGS THAT HAVE A T 404-901 E� ci •� 11 SMOKE DETECT=ARE REQUIRED AT THE FOLLOWING LOCATIONS: CARBON MONOXIDE SOURCE P®Or OF F ING O 13.1 IN EACH BEDROOM Lv�NTROOM.sc UWIAa 112 OUTSIDE EACH SEPARATE BEDROOM AND IN THE IMMEDIATE VICINITY OF THE BEDROOM S1S2.3.1 REWIRED LOCATIONS N POEM N S-W= W m W 113 EACH ADDITIONAL STORY OF THE DWELLING UNIT INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL 1. A CARBON MONOXIDE ALARM STALL BE PROVIDED ON EACH STORY CONTAINING A SLEEPING AREA,"IN 15' - SPACES AND UNOCCUPIED ATTICS FEET OF THE SLEEPING AREA.MORE THAN ONE CARBON MONOXIDE ALARM SHALL HE PROVIDED WHERE '� 14, CARBON MONOXIDE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS NECESSARY TO ASSURE THAT NO SLEEPING AREA W SUCH STORY IS MORE THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. 14-3 YME lL 14.1 GUM E EACH SEPARATE BEDROOM AND IN THE IMME31ATE VICINITY O'TIE BEDROOM I.I. A CARBON MONOXIDE ALARM SHALL BE PROVIOED ON EACH STORY THAT CONTAINS A CARBON MONOXIDE d 142 IN A BEDROOM MERE A THAT HAS A FUEL BURNING APPLIANCE IN THE ROOM OR ADJOINING BATH FOR UGIr NORODOM FIA SMTGH WITHIN THE BEDROOM SOURCE - 14.3 DW1UNG UNITS IN WHICH FUEL-RRTD APPLIANCES ARE INSTALLED AND IN OWELLTNG UM75 THAT 1.2. BUILDINGS CONSTRUCTED PRIOR TO Jarmmy 1,2005.A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON POWER TO LIGHT TO SINGLE POLE SWITCH HAVE ATTACHED GARAGES THE LOWEST STORY CONTAINING A SLEEPING ATEA,WITHIN 15 FEET OF THE SLEEPING AREA MORE THAN ONE r CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY 70 ASSURE THAT NO SEEPING AREA ON SWITCHES SHALL BE INSTALLED AND CONNECTED PER NEC 2014 ARTICLE 404.2 11 SMO(E DETECTORS SHALL NOT BE INSTALLED WTHIN 36'IF BATHROOM DOOR UNLESS IT PREVENTS THE INUALLA71CIN OF SUCH STORY IS MORE THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. EKE DETECTOR ALTOGETHETL 9152.5 POWER SOURCE -- -- - - 16. PHOTO-E4ECTHIC SMOKE DETECTORS SHALL NOT BE INSTALLED LWINN 6 FEET HORIZONTALLY OF A CDOKING APPLIANCE 2. CARBON MONOXIDE ALARMS CARBON MONOXIDE DEIECTORS-AND THE ALARM CONTROL UNITS 10 WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,AND 17. IONIZATION SAGE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET HORIZONTALLY OF A COOKING A13PUANCE UNLESS SHALL BE EQUIPPED WITH A BATTERY BACKUP SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE OR EKE ALARM HAS,A SILENCING DEVICE TIRED THE MIN.DISTANCE IS DECREASED TO 10 FT. MORE BATTERIES WHEN PRIMARY POWER IS INIEARUPTED.WIRING SHALL BE PERMANENT AND WITHOUT.A DISCONNECTION SWITCH OTHER THAN THOSE REWIRED FOR OVER-CURRENT PROTECTION 18 SMC1E AND CARBON MONOXIDE DETECTORS ARE TO BE DIRECTLY CONNECTED TO A LIGHTING CIRCUIT WITH NO INTERVENING EXCEPTIONS: _ WALL SITCH COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS MAY BE USED. 2.1 CARBON MONOXIDE ALARMS AND CARBON-MONOXIDE DETECTORS INSTALLED IN A BUILDING OR STRUCTURE 19. SMOKE DETECTORS MOUNTED ON CEILING OR WALL PER CODES h LISTING,NFPA 72,AND ARE TO BE INTERCONNECTED SO CAR WITHOUT AN FTE E A AL SAN SOURCE SHALL ID BATTERY OPERATED. ~: THAT IF WE IS ACTIVATED ALL WELL BE ACTIVATED.SMOKE DETECTORS SHALL BE INSTALLED PER MANUFACTURERS 22 CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS INSTALLED IN A BUDDING OR STRUCTURE Z INSTALLATION INSTBUCIIONS CONSTRUCTED PRIOR TO JANUARY 1,2006 MAY BE BATTERY OPERATED,CORN-TYPE OR DIRECT PLUG 2.3 CARBON MUNOMOE ALARMS AND CARBON MONOXIDE DETECTORS INSTALLED IN A BUDDING OR STRUCTURE 2D. CARBON MONOXIDE DETECTOR MOUNTED ON GETTING OR WALL PER CODES h LISTING.N1EN MORE THAN ONE CARBON PURSUANT TO SECTION 91524 MAY BE BATTERY OPERATED,CORD-TYPE OR DIRECT PWG. ^ MONOXIDE OEIECIOR IS REWIRED,THEY MUST BE INTERCONNECTED SO THAT F ONE IS ACTIVATED ALL OTHERS WLL BE 2.4 IN THE CASE OF A BUILDING OR STRUCTURE CONSTRUCTED ON OR AFTER JANUARY 1.2006 AND PRIOR iTl THE ACTIVATED.CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS EFFECTIVE DALE OF THIS 000E WHEN A CARBON MONOXIDE ALAEW OR CARBON MONOXIDE DETECTOR IS �� Q PROVIDED AT A LOCATION WHERE COVERAGE WAS NOT RECURRED PRIOR VERSIONS OF THE UNIFORM CODE BUT o 20 PROGRAMMABLE TIiFNMO5TA15 REQUIRED FOR THE PRIMARY HEATING AND COOLING SYSTEMS WHERE COVERAGE 15 REWIRED BY SECTION 610,SUCH CARBON MONOXIDE ALARM OR CARBON MONOXIDE - ��rW^ /�±.�� o 21 ADmOUL CIRCUITS MAY BE ADDED OR E ON SITE A5 FLOOR PIAN OR SALES CONTRACT DICTATE PROVIDED THAT DETECTOR MAY BE BATTERY OPERATED,CORD-TYPE OR DIRECT PLUG. 00�w ENTRANCE o ANY MODIFICATIONS ARE APPROVED BY THE LOCAL CODE INSPECTOR. 1526.2 MOFNAND TESTING. SCONCE HEAD v _ 1 CARBON MONOXIDE ALARMS CARBON MONOXIDE DETECTORS AND ALARM CONTROL UNITS SHALL BE MAINTAINED (CONDUCTORS AND < m�' � 22 CIRCUITS FOR WATER WATER INSTALLED IN PANEL BY MANUFACTURER. IN AN OPERATIVE CONDITION AT ALL EWES CARBON MONOXIDE ALARMS CARBON MONOXIDE DETECTORS,AMO CONDUIT TO CT ALARM CONTROL UNITS SHALL BE PERIODICALLY TESTED IN ACCORDANCE WITH THE MANUFACTURER'S _ 21 RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUDDING ENVELOPE MUST BE TYPE IC RATED,WITH NO PENETRATIONS INSTRUCTIONS THE BATTERY OR BA7REAIES USED AS THE PRIMARY OR BACKUP POWER SOURCE MATCH PANE). •o BETWEEN INSIDE FIXTURE AND THE COLING CAVITY,AND GASKETS OR SEALED TO PREVENT LEAKAGE OF TYPE IC OR SHALL BE REPLACED WHEN LOW OR WHEN OTHERWISE REQUIRED BY THE MANUFACTURE'S INSTRUCTIONS LOAD)BY BUILDER NON-IC RATED INSTALLED INSIDE A SEALED BOK - CARBON MONOXIDE ALARMS CARBON MONOXIDE OEIECTORS AND ALARM CONTROL UNITS SHALL BE REPLACED OR ALL TV AND PHONE JACKS TO BE �'�" 24, STEEL PROTECTCFS SHALL BE USED TO PROTECT CABLES LESS THAN 1.25 FROM THE NEAREST EDGE IN ALL FRAMING REPAIRED WHERE DEFECTIVE,AND SHALL BE REPLACED WHEN THE LEASE TO OPERATE AS INTENDED LOCATED PRIOR TO CONSTRUCTION MEMBERS. 91526.3 DISABUNG OF ALARMS 25. NON-METALLIC SHEATHED CABLE SHALL BE TYPE NN-B W/GROUND OR MC IN EYPOSED LOCATIONS PER 2014 NEC SECTION 4. NO CARBON MONOXIDE ALARM,CARBON MONOXIDE DETECTOR,OR ALARM CONTROL UNIT SHALL BE REMOVED OR - - METER AND 3.34,15. DISABLED,EXCEPT FOR SERVICE,REPAIR OR REPLACEMENT PURPOSES GROUND BY BASE BY BUILDER BUILDER 26 CONDUCTORS ELECTRICAL EQUIPMENT AND LIGHT FIXTURES(LUMINARIES)SHALL BE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.THE E01ARMENT SHALL BE SUITABLE FOR LOCATION AND USE IN COMPLIANCE WITH ITS LABEL AND USIING. MAIN PANEL 200 27 200 AMP PANEL BOX AMP PANEL W MAIN BREAKER AND BE BRANCH CIRCUITS �� BY MANUR pao.N�z CLAMP BY TYPICAL SERVICE ENTRANCE Fo BUILDER rte` GROUND ROD Warning:It is a violation ofthe NYS Educabon Law BY BUILDER Article 145 for any person,unless he is acting under the direction of a Ilcensed Professional Engineer,to E70EPION.STAPLE 15 NOT REQUIRED PROVIDED THE WIRE IS alter this Item In anyway. DROPPED INTO A WALL THAT HAS BEEN FINISHED ON BOTH WES FRICR 70 THE INSTALLATION OF A RECEPTACLE APPROVED FOR CLOSED CONSTRUCTION INSTALLATION ��SBEl6: '� A Ej STAPLE WITHIN S CF BOX STAPLE�WTHINW BOX AND STAPLE(NSULAIm FOR NA) 137ANO 1 1/4'FROM EDGE STAPLE WITHIN B'OF BOX W THIN a QF BOX Im AND 1 1/4'FROM EDGE AND 1 1/4 FROM EDGE EICLPTIOW STAPLE IS NOT REWIRED CLAMP TAB EXECEPPOON STAPLE 15 Nor REQUIRED C1tm4U(0 FINE: FIROWDm THE VIRE 6 DROPPED INTO A PROVIDED THE WGE IS DROPPED INTO A Q� £t3iLL{(yr '�() PRE-32547 WALL TNAT HAS BEEN DRYWAIJED ON CLEARANCE BETWEEN BO% WALL THAT HAS BEEN INSTALLATION ON Bones CO ,p (° q AND ALL eE-CUT BO% SIDES PRIOR TO NTE INSfAW04N 3 3 ¢ � SQFT' BOTH smEs PRIOR TO VIRE INSTALLATION AND WALL OUT-OUT r 1 651 SHALL NOT E%®1/a' STALL Nor EXCEED 1/3' STATE NY DRAFT STOP AROUND DRAFT A BOND - L�iV ,xx cc W ' DRAFT srGF AROUND s z RANCH FACE OF BOX DRAFT FAC:POF BOX- FACE OF BO% `SHEATHING SHEATHING APPROVED �ges2'6N�tiF,'` - NDDa.CUSTOM SHEATHING �'" IF EXPOSED SHEATHING IF EXPOSED F E3fPOSEO DATE: 5/21/18 _ DRAWING: DRYWALL IF EOIPOSED 2z BOTTOM FLATS DRYWALL 2A BOTTOM PLATE DRYWALL ELECTRICAL 2z BOTTOM PIAiE 2X BOTTOM PLATE DRYWALL SGL GANG UL LISTED ELECTRICAL BOX SGL GANG UL USTED OLD WORK ELECTRICAL BOX PFS CORPORATION 03/29/18 NOTES ELECTRICAL BOX MOUNTED BETWEEN WOOD STRIPS ELECTRICAL BOX MOLINTED TO STUD WITH'W NTNG BRACKETS ATTACHED TO WALL FINISH WITH CAP TABS Bloomsburg,PA SKEET; 3A ; am r 0 en 9 NOTE' —ATTIC ACCESS PANEL SHALL BE FULLY INSULATED TO THE SAME INSULATION REQUIREMENT OF THE CEILING IT PENETRATES.ACCESS �•n'� SHALL BE WEATHERSTRIPPE AROUND ALL EDGES.IF LOOSE INSULATION IS USED,THEN EITHER A BAFFLE,RETAINER OR BLOCKING IS REQUIRED TO PREVENT INSULATION FROM SPIWNG INTO LIVING AREA AND TO MAINTAIN THE REQUIRED R—VALUE CEILING INSULATION DBL CBLING PERIMETER INSULATION DAM RIGID DUCT SEALED MTH CAULK EXHAUST FAN BOX FACTORY INSTALLED 4" 90' ELBOW (COUNTS VENT TO ExTEwOR iL Q AS 5 LF OF PIPE) CEILING FINISH TRIM W CEILING INSULATION(BATT) GLUED TO PANEL AIR SEAL GASKET RIGID PIPE INSTALLED ON SITE BY OTHERS Z 4° 45' ELBOW(COUNTS DUCT LENGTH AND SIZE REQUIRED PER M15D6.2 LI AS 2 5 LF OF PIPE) CERJNG FINISH W a w 4 q `CEILING FINISH X^n CE UNG JOISTS c Q� BACKDRAFT DAMPER CEILING ACCESS PANEL DETAIL NOTE- 1. IF THE DRYER MAKE & MODEL IS KNOWN, THE MECHANICAL VENTILATION DETAIL a MANUFACTURERS INSTALLATION INSTRUCTIONS MUST BE PROVIDED FOR VERIFICATION THAT THE MAXIMUM LENGTH CLOTHES CLOTHES OF THE EXHAUST DUCT INCLUDING TRANSITION DUCT IS IN WASHER DRYER 4" 90'ELBOW ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS. 2. DRYER VENT IS TO TERMINATE ON THE OUTSIDE OF 4"RIGID METAL DUCT FACTORY w� THE BUILDING PER THE MANUFACTURERS INSTRUCTIONS. IE THE ALLOWABLE LENGTH BACKDRAFT ISS TTDO BED CALCULATE PER 2015 DAMPER 'VENT SECTION M150244 VENT TO ROOF INSTALLED ON SITE BY OTHERS I 4° 90' ELBOW II 4'RIGID METAL DUCT FACTORY s INSTALLED THE ALLOWABLE LENGTH i2 IS TO BE CALCULATED PER 2015 - EXHAUST FAN BOX IRC SECTION M1592.4.4 RE-CIRCULATING RANGEHOOD SEALS RIGID DUCT FACTORY INSTALLED n DRYER VENT DETAIL RIGID PIPE INSTALLED ON STE BY OTHERS DUCT LENGTH AND SIZE REQUIRE PER M1506 2 , z m o CEILING JOISTS CEILING FINISH RANGE HOOD VENT DETAIL MECHANICAL VENTILATION DETAIL �o �+a N� Warning.It Is a violation of the NYS Education Law Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to alter this dem;n any way. STATE SEAL- SEAL' 15 t5 of NE(y a FILE PRE-32547 sQ Fr 1 651 STATE NY x �'.��, TYPE m� r? RANCH D8B2a k'� MODES: APPROVED PVA` CUSTOM 5/ZU18 DRAWING; DATE PFS CORPORATION 03/29/18 MECHANICAL DETAILS Bloomsburg,PA SHEET 3B 2015 IRC-Attic Ventilation Requirements-with Vapor Retarder Ssq.ft.ventilation per 300sq.ftofattic area per lRCSectlonR806.2 v - Area of Attic. VENT Vie;:. fyi Area of ventilation required: 5.51,sq.ft. cf _ __ _ Total length of ridgevent: '455 � `if I I I 1 11 1 1 1111 111111 11 IT 11 11 IT 11 1111 11 11 1111 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 11 "I e Amount of vent provided by ridge vent perfcot: 0 Total amount of vent provided by ridge vent, 5.69�sq.ft. a Pq IIIIII IIIIII fill 11 111111 111111 111111 fill 11 IIITII 111111 fill 11 11 1111 HITT 111111111111111[ 1 Total length of vented soffit:11 if I 1 11 TIT"JITFIJ JITHI_TIJ1 11 1111 11 11 1111 111 T 11 1111 11 1111 111 111 11 111111 111111 HIT 11 11 1 111111 4 e �. " 8 Amount ofventprovided byventedsoffitperfoot: M�r!1' ' 1 _� `d 3 Total amount of vent provided by vented soffit: 3.O6isq.ft c o III Mill fill 11 11 11 11 11 if 11 111111 11 1111It 11 1211111 H U 11111 ILIJ IT 11 11 IT 11 11 IT 11 11 If 11 11 IT 11 111111 1111 11 1111 11 1 14<11 11 J IT 11 11 IT 11 11 IT 11 11 IT 11 11 It 11 111111 111111 11 11 If 1111 1111111 1 11 IT 11 11 IT III Total vent provided staticgable mounted vent: ru�i••� i'i,,, tp•""' r 'w�•3 M wz § 511 11 H1111 Hull [11111 HL1111 It 11 11 IT 11 111111 _ Amount of static Gable mounted vents provided, a p Total vent provided from static gable mounted vents: 0.001sq.ft ^ 11 11 1 IT 11 A 11 1 TH WITH III If— Total amount of attic ventilation provided: 875isq.ft F I 8806.2 The minimum net free ventilating area shall be 1/150 of the area of the vented space Exception:The mimimum net free area shall be 1/300 of the vented space provided if: a ® ®®® ® 10 In climate zones 7&8,a Class I ar II vapor retarder is installed on the warm-ih- ® winter W ® ® wintersideoftheceitllin . Z LliLl 00000a � HE LU �� $ W P4 ACCESS TO GRADE ON FACTORY INSTALLED VINYL SIDING TO BE O SITE BY OTHERS COMPLETED ON SITE BY OTHERS d _ FRONT ELEVATION m m o S � 73 PSF SNOW DRIFT RIDGE VENT I if 11 11 IT 11 111111 11 HITH 111111 111 11fill 11 fill 11 fill 11 11 if 11 1111 11 111111 IIITII 111111 111 11 11 IT 11 11 IT 11 11 It 11 1111 11 1111 11 1111 11 1111 11 11 IT 11 11 If 11 1111 11 11 IT 11 1111 11 11 IT 11 11m 1111 fill 11 11 IT 11 11 IT 11 11 IT 11 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 It 11 11 IT 11 11 IT 11 11 ITH 1111 11 IIITII WITH 111111 WITH HITT 1111 11 11 IT 11 11 IT 11 11-IT 11 11 It 11 11 IT 11 11 It 11 11 It 11 11 IT 11 11 IT 11 11 IT If 111111 11 IT 11 11 IT 11 11 It 11 11111 11 HIT 11 1 11 1111 11 1111 11 11 L 1 n n 6 O c U 111 111111 IIITII 1 11 11 11 11 If 11 111111 11 IT 11 11 IT 11 11 i Z I I I I 1 11 IT 11 11 11 11 IT 11 11 IT 11 11 IT 11 11 ITH 11 IT 11 IIITII 111111 111 11 11 IT 1 11 1 1 11 IT 11 11 Lf 11 1 11 IIITII 11 ITII 1111 11 111111 Hill 11 111111 HIT 11 111111 111[11 111 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 1111 Ii 11 I�l 1111 11 11 111 111111 11MI JIEII 111111 1111 11 Ill 11 111111 111111 fill 11 1 111111 Jill 11 Jill 11 Jill 11 111111 If[] 11 Ull 11 111111 111111 111111 Jill 11 111111 1 m p U o z lift EGRESS 85 03 ® ` c� EM Po F Warning It is a violation of the NYS Educabon Law ACCESS TO GRADE ON - Article 145 for any person,unless he Is acting under SITE BY OTHERS FACTORY INSTALLED VINYL SIDING TO BE—/ the direction of a licensed Professional Engineer,to COMPLETED ON SITE BY OTHERS alter this item in any way. REAR ELEVATION srATss s 9 - Of Nl:ly m FRE PRE-32547 saF•r: 1,651 NOTES: — c `,^';: m SrA1E NY 1. ELEVATION DRAWINGS ARE APPROXIMATE x 2 Tim. 2 WINDOWS,ORIAND RESAT ISTANT FLASHING ETRAAT T P AND SIDE OF DOORS, ��d OB825c ti� MODEL' APPROVED Q ttP` 3 GUTTERS, LEADERS, AND SPLASH BLOCKS FURNISHED AND CUSTOM INSTALLED BY OTHERS ON SITE DATE 5/21/18 DRAWING: 4. DOWNSPOUT DISCHARGE LOCATIONS AND THE DESIGN OF A DRAINAGE SYSTEM AWAY FROM THE STRUCTURE SHALL BE ElNT&RE PFS CORPORATION 03129/18AR PROVIDED BY A NY LICENSED DESIGN PROFESSIONAL ON—SITE. Bloomsburg,PA SHEEP 4 ,2 � p 15I 111 111 T 11 111 T 11 111 T 11 111 111111 WITH IIITII 11 e�8 111111 11 IT 11 111111 11 < � �c a o ac inished ceiling i ^ 04 10 a W Z io < w it z o W „ a o a 'm Ille% n4 Be azz a m _ QX ho r to of subfloor 0 o a APPROX. GRADE o 0 FACTORY INSTALLED VINYL SIDING TO BE R COMPLETED ON SITE BY OTHERS d - RIGHT SIDE ELEVATION I � .o I m • o • n c � o � o 1D,-Do lV _ Z a m p �wZw o J 12 51 1 111111 111111 IIITII IIITII 111111 1111 11 1 1 11 1111 11 Will III[ T 11 1111 11 11111 111 ;4zE! RS 0.Wi°dz EGRESS ppyy 60 Warning:It Is a violation of the NYS Education Law Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to alter this dem in any way. STATE SEAL: WAL: 6 FACTORY INSTALLED VINYL SIDING TO BE ACCESS TO GRADE ON i m COMPLETED ON SITE BY OTHERS SITE BY OTHERS OF NEW yQ• sslu'4 3� FILE to 4 $ �� PRE-32547 LEFT SIDE ELEVATION r SO.FL: 1,651 a n, STATE NY RANCH MODEL t APPROVED �a may~ CUSTOM 7 5/21/18 DRAWNG- DATE LEFT&RIGHT 911E PFS CORPORATION 03/29118 ELEVATIONS Bloomsburg,PA - SHEET. 4A RIDGE VENT PRE-MANI FACTURD 5/I2 MISS 0 15'ac-#W75321e V z SEE PACE SI)FOR IEWINm CONNECTIONS i' 12 30 YEAR FIBERGLASS SINGLES OVER 151 711E IIF^••+J11 Y —,5 GAL ROOF UNDEFUAYAGNT SEE SECTION R902 a w (\ R90S24.1 OVER 7/15'AGENCY RATED SHEATHING r Aye y�g `GErM-E ICE SIM CONSISTING OF AT LEAST TWO LAYERS OF W a ee (SE PC 5A) UNDEALAYMERT COUNTED TOGETHER OR A WATERPROOF MEMBRANE SCOL WED FROM THE EAVrS EDGE TO A PONT e fy INSICE INE EABCW WAIL TIE PER ILC SECTION 909.271 I�.II Fi N oETAa-0.t R-30 INSULATION-\ CETFJLC 5 2'-0' P TIN.AIR SPACE a OETNL--A - .�`�(S E PC 54) W/VAPOR BARBER (SE PC 5A) 0EEwNY wR RAFTER m (SEE PG 5A)�;---, %' ISMDON OW F. 7a6 SFS 016-GLC ORP EDGE ! ' T COMPREMON iCOPRN ALLUFlN191m FASCIA4 (2)2.4 SPFF TOP 2A4 R-49 INSNLAOONOVENI/2 � ' ?ri SGL FASCIA W/VARW GNOIR P F CIDER SEE SCRUCNRN. PAGE OROPA SEE SRNCRNAL (2)2XI WN1L TOP PAIS FOR 9'EECIF1GwOS PAIS FEN SPECPIGRON9 aAPR®ON SISP (2)2A 9F(L 1W PLATE I/2•WYWD- VOYL SMC •y. m 2.4 SPFNP.SIOS 016'OXL 20 SPF/2 STUDS 0 16'GLC -H-21 MLATION 7/25'®SIEN7IONG�BARIIR - W GLH - t/x'IRYWNL I/2'DRYWALL ae s=Fft stun GRACE o 1c ac Z ANMAT51 RE SIRVE BAUM FLOOR JOISTS SIZES&SPANS BASED ON OVER 7/15'OSS SIEATt9NC 2015 IRC TABLE R502.3.1 (1 &2) Z r i; OEEA0.-w tri'SPF BOTTOM PLATE 2.4 S'F BORON PLATE OETIIL-C W N 2 -. m HA2 (SEE Pc 5A)�, 331,r TT B OSB R r �(SE PC SA) (x)7A10 SPF PaaMETER BREIING 7.10 SFF#2 FLOW JOISTS 0 1E GLC 2xIO SPFII FLOOR,ASR 0 1fi'0.G -NiMAI 9'F(2 RM JO515 0,16'D.C. 2d MIL SFF2 MUM SIl1 PLATE- INSULATION NOTE: Z 6' MIN 1 INSULATION AND VAPOR BARRIERS TO BE INSTALLED PER_30 11QaSTTAM BBNs"Y onmR ON-SIM 4 RESIDENTIAL CODE SECTION R702.7&ATTACHED ENERGY CHECK r a �(G)2,10 mF12 RDW GIRDER 7(6)?AID SW12 RDW ORDER ANCHOR SM13(REFER TO VAPOR RETARDER SHALL BE INSTALLED ON THE WARM IN W a FOUNDATION PAGE 1 FOR ANCHORILSIDE OF THE INSULATION B. BOLT SIZE AND SPACING) O BASEMENT EXPOSED VAPOR RETARDER SHALL BE COVERED WITH d :A SUPPORTmDux '.a CODE COMPLIANT COVERINGS(i.e DRYWALL) FOUNDATION WALL (� ORi�) SE I'MOATION PIAN FOR 9'AONC FOUNDATION MNL FOOTINGS,DRAINAGE EIC m DESIGNED BY BURDER PER LOCAL CODES e G MGEIE SAB T~j . 3 LOLY Ca31UN/FooDRO 13,_9° o I 41'-3° II PRE-MANUFACTURER 5/I2 TRB55 01G•0.0-01/053214 2015 IRC-Attic Ventilation Requirements-with Vapor Retarder RIDGE TVR SEE PAGE SC FOR REM Ca6Ect1WS 1sq.ft ventilation per300 sq.ftof attic area per IRC Section R806.2 a 30 YEAR FSRGLAS SHINGLES OVER 151 TITE SEAL ROOF UNDERLAWENT SE SECTION 119112 h „ Area O}Attic I19O524.1 OVER 7/16-AGENCY RATED SPAHINC Area ofventilation required: S.Siisq.ft. G ICE SIM CONS75DRC OF AT LEAST TO LAYERS OF �` ��;” UNOERLAYUFNr GDERnD TOGETHER W A wATERPRoa• _,_ —„^,_,,,,,_,_____,,,�Total len Of rid event. `b� '- tz MEMMLNE SHALL E%IFZI ERDu THE FAVE9 ERIE To A Pawl Amount of vent rovided by ridge vent perfoot: '' mtC'MINE o z i, v 6 I9oE THE DIEIOW WALL LIFE PER IRC SECTION 90527.1 "� I •'�'^`^�• o m Total amount of vent provided by ridgevent: 5.69,sq.ft DEIAILC 2.�• r NIL AIN SPACE DEEM-A - `f(SFE Pc sA> PROVIDED w� Total length ofvented soffit:"�°;;�'��;�,' •#t.;.l�"`;;y: •�� l (SE Pc sA) — INSULATION GAY _ Amount of ventprovided by vented soffit perfoot: '=ro= x, ( DRP EDGE ^Total amount ofvent provided byvented soffit 3.06'sq.tL w�W (2)2.4 SFR TW PLATES` i DRYWALL R-49 INsvLATIW O�ikR �AsoA Total vent provided staticgable mounted vent '" kk9 SCJu,''3 2.6 SUB ”; COLING mOaN ME SIRLICIIALL wNAPW BARREN Vertm VINYL Sam Amountof static gable mounted vents provided: %�-"RE" PAG:FOR SPECIFICATIONS cCIPRL';9W (2)2x6 SFfM 77 PLATE Total vent provided from staticgable mounted vents: 0.00Esq.ft t/2'DRYWALL-/ VINYL SIDING Total amount of attic ventilation provided: 8.751sq.fL 2:4 SPFi2 SIDS 0 15'MC.—, R-21 INSIATION W/VAPW GAME 8806.2 7/16'®aPARINc The minimum netfree ventilating area shall be 1/150 of the area of the vented space. I/2'DRYWALL W SPF#2 SCI GRADE 0 16'Q.C. AR/WATER—VE BARRIER Exception:The mimimum netfree area shall be 1/30D of the vented spare provided if: DErNL-B 2,4 9PFtz ear2w Pu1E 0ET1a-C cwE 711W°SS sEATFM+G #1.In climate zones 6,7&8,a Class I or II vapor retarder is installed on the wane-in- (SE PO 5A) f(SE PC SA) (2)2.10 SFR I'aIEIER BANG winterside Ofthe ceiling. adz a I N 2:10 SPFj2 FLOW JOISTS 016'as 210 SFf2 FTDW METIS 016'0.0 2A9 MIL OFrz 111FAlm ELL PLATE ¢ d Foy SEW 6'MIN-- •. rg ' R-30 nmu-CON J, A(IRTNLFD BY OTHERS ON-911) (B)2,10 S'F12 FLOW GIOER OIW ears(IOFFIT TO Warning:It is a violabon of the NYS Education Law ROD ON PACE I FOR ANCHOR Article 145 for any person,unless he is acting under SOLT BE LII SPACING) the direction of a licensed Professional Engineer,to alter this Item In any way. :a SUPPORT COIDLA :x STATE SES SEAL 4. FaROADON WNL (Sem BY OTHER) SE F010IATION PLAN a' FOR SPACING CO EIIIANON WNL F00RHC5,C CE EIC Ci 5 Dma® ew oar nER PER IFWAI.ta6Es i�04=ApE�,� � P' BILL! Op ti3 PRE-32547 13,_9• Lourmum/nIDONC 13,_9. 'll � NY SO FT: 1,651 3, w w STATE NY 27-6' Z� ;u u. t? TYPE: Demo RANCH v MODEL' APPROVED ° CUSTOM DRAINING, DATE 5/21/18 05/01/18 CROSS SECTIONS PFS CORPORATION Bloomsburg,PA SFE P 5 E I SHEATHING TO SND: Ct D.113'x 2'NAILS 0 6°O.C.EDGES, ®12°O.C.FIELD - FACTORY INSTALLED FROM STUD TO r F SHEATHING FASTENING. BOTTOM PLATE TO SND. FLOOR RIM TO RIM. FLOOR GIRDER AT EACH MODULE c ' D 113'x 2'NAILS®6°O.C.EDGES, (3)0.131'x3'NAILS THRU PLATE FLOOR RIM TO RIM. (1)ROW 0.131°x3'®24'0 C. SIMPSON LSTA15 0 48°O.0 -USE pip w B 0 12'O C.MED INTO ENOGRAIN (1)ROW 0131'x3°0 24.O C ALONG TOP&BOTTOM EDGES (6)0.148°x 25'NAILS IN STUDS AND ALONG TOP&BOTTOM EDGES STAGGERED ON OPPOSITE SIDES (6)0148'x 2S'NAILS IN GIRDER , TRUSS TO WALL SND: STAGGERED ON OPPOSITE SDR 1/2'THROUGH-BOLT 0 48'O.C.OR 3/8° BOTTOM PLATE TO SND: SIMPSON MTS16 STRAP OR EQUAL BOTTOM PLATE TD FLOOR: v' (4)0.131°x3'NAILS PER BAY LAG®32'D.C.ON ALTERNATING SIDES (2)0.131'x3'NAILS THRU (2)0.131'x3'NAILS EACH T&G FLOOR DECKING yw '� OF BEAM OVER LENGTH OF MODULE PLATE INTO ENDGRAIN 0131'x25'_NAILS®6°OC. PROVIDE SOLID WOOD BLOCKING BETWEEN BOTTOM PLATE TO FLOOR JOIST EDGES,12 O.C.FIELD NAILING MODULES AT ALL LAG BOLT LOCATIONS SHEATHING TO FLOOR PERIMETER 0131°x 3'®12'O.C.FACE NAIL '( RA 1"a O STAGGER(2)ROWS 0.113%2'NAILS T&G FLOOR DECKING: w w .4 4 7/16'OSB SHEATHING TO TOP PLATE: @ 6'0 C.ALONG BOTTOM EDGE 0.131'x25'NAILS®6'O.C. FLOOR RIM TO JOIST: w ED(2)ROWS 0.113°z2°NAILS 0 6°O.C.ALONG*NAILS S513TTTxTOPPLA FROM EDGES,12'0 C.FIELD NAILING (5)0.131'x3'NAILS INTO ENDGRAIN r TDP EDGE(1)ROW TO EACH TOP PLATE PLATE TO TOP PLATE SHIPLOOSE 1°z3'FACE NAIL 0 12'0 C. FLOOR BAND TONSILL PIRATE i PLATE TO STUD: (3)0.131'x3' USE(2)ROWS OF 0.113'x2'NAILS 0 8° Q , THRU PLATE INTO ENDGRAIN 0 G STAGGERED TU FLOOR BAND ND I FLOOR RIM 7D JOISP. OPTIONAL JOIST HNGER(NO SPF#Z CONT.LEDGER STRIP SHEATHING TO STUD: (1)RDW TO SILL®3'D.C. I (4)0.131'x3°NAILS INTO ENOGRAIN NAILS NEEDED FROM RIM TO FASTEN LEDGER TO GIRDER W/ W 0.113°x 2°NAILS 0 6'0 C.EDGES, �A 0.131'x3'NAILS®5°O.C, z B 0 12°D.C.FIELD DETAIL A JOIST WHEN USING A HNGER) ,� 0.131°x3'NAILED 0 6'O.C. z 2 h 8 DETAIL C IU !92 a 4 4 DETAIL B - a zt 0 ma o 0 a BOTTOM PLATE TO SND C� ROff\nm+G (2)0131'x3°NAILS THRU PLATE INTO ENOGRAIN FASTEN STRINGER TO EDGE RAI■/(7)ROWS OF TRUSS/RAFIEA LADDER FRAMING BOTTOM PLATE TO FLOOR. pixa'S0RW5 a 6•as 0wIxO.Y OVER EACH 1/2°ALL THREAD BOLT 48'O.C. $8x3°SCREWS 0 10°O.C.PLATE TO RIM OTHER'SCREW(ACING tD BE 1•(ROM>cp AND r'ERIw eo7TaiN NF smwcBR OR 3/8'LAG 0 32°O.0 1/Z°ALL THREAD BOLT 48°O.C. H25A STUD TO PLATE FASTEN 7/16'RUED ROO 9WA7HNC MINIMUM OF ONE LAP ONTO MAIN R7RU55 (51OOF A 29�1�)B�ROOF SHEATHING MUST O OVER LENGTH OF MODULE To EDGE RAI Arm LADTER ERAMUHc 24°MA HN RAF7DR BAY ar SUMMER ASST II OR 3/e°LAG®3Z°0 C. a OVER LENGTH OF MODULE LSTA18 0 48°O.C.EACH SDE OF MATEIIA x/aR pa•NR�OER4/sa�cN� °p § s (5)0.131°z3'ENOGRAIN NAILS - LM SIIWN�70 LADDER•ITMI ERS TO GALVANIZED NALS FROM CLG GIRDER TO MG JOIST 17(2 .131'x3'TOENAILS TYPICAL WmR�ATE m ROOF'f0 TOP PLATE (5)0.131'x3"E4DGRAIN NAILS TRu�sARAFTIMS FROM CLG GIRDER TO CLG JOIST (2)0131°xMENAILS P--FASGEN SaxO CA STRAP FAVI urmmsDE IF unDER TO FACE OF STRONGER.FASTEN 91H(3)a131.r NAILS r TOP PLATE TO SND CONNECTIONS-/ LATE TD TOP PLATE CONNECTION FROM ROOF TO TOP PLATE EACH ENG.STRAFPDNG NAIL MAY EDUNT TOWARDS THE(2)0.131'x3'NAILS THRU PLATE x 3'-12'O.0 FACE NAIL TOP PLATE 1D SNO CONNECTIONS MOM NUMBER OF NAILS FROM SINIHmR TO LADDER. � c INTO ENDGRAIN TOP PLATE TO TOP PLATE CONNECTION LSTA18®48"0 C.EACH SDE Of MATEIJ (2)0131'x3°NAILS THRU PLATE 0.131°x 3°-12'O.C.FACE NAIL IW TGE-SaaTr THROUGH WALL z INTO ENDGRAIN TOP PLATE TO LAODER RARING. DETAIL D (1)SCOW PER OUnaGGEIL < (CEILING JOIST TO MATEWALL) DETAIL D.1 m o (CEILING JOIST TO MATEWALL) SFROM WALL STUDS TO WALL STUDS s � TYPICAL GABLE OVERHANG SITE INSTALLED NOTES: 1. ALL DPOSED U.IMBER TO BE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. c 2 ALL LUMBER THAT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE Ng 3. ALL 91PPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD 4. ALL FIELD LOT ENDS,NOTCHES DRUID HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED Warning It is a violation of the NYS Education Law IN THE FIELD IN ACCORDANCE WITH AWPA M4. Article 145 for any person,unless he is acting under S. ALL NAIL-USED N THE CONSTRUCTION OF PORCHES AND DECKS SHALL CE 7HREADED AND MEET THE the direction of a licensed Professional Erigmeer,to REQUIREMENTS OF ASTM F 1567 THREADED NAILS AS STATED IN 7X15 DOCUMENT INCLUDE HELICAL alter this Item in any way. (SPIRAL)AND ANNULAR(TUI(SHANK)NAT-.WOOD SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME 918.6.1 BOLTS AND LAG SCREWS SHALL MEET THE REOUMENESIS OF ANSI/ASME 818.2.1 (2)0.131°0'TOENAILS FROM 6. FLAB TNG SHALL 6E CORR590N-RESISTANT METAL OF A MINIMUM NONRIAL THICKNESS OF 0.019 RAFTER TO TOP PLATE SATES " SEAL, � INCHES OR N APPROVED NON-METAWC MATERIAL 05 61. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT VM LUMBER TREATED WITH PRESERVATIVES TRUSS TO KNEEWALL• TOP PLATE TO TOP PLATE x BT° THAT CONTAIN COPPER SUCH AS AM COPPER AZOLE,OR ACZA - SIMPSON MTS12 0.131'x3'FACE NAIL HSI 12°O.C. E 5 7. ALL SORDl5„BOLTS,NAILS.NUTS AND WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL �a m SE HOT-DIPPED ZINC-COATED GALVANIZED SRII,STAINLESS STEEL,SNCON BRONZE,OR COPPER. TOP PLATE TO SND: (2)0.131°x3' � FASTENERS SHALL BE HOT DIPPED GALVANIZED AND SHALL MEET THE REQUIREMENTS OF ASTM A 153, DETAIL E NAILS THRU PLATE INTO ENDGRAIN � New FILE CLASS'/FOR FASTENERS J/B•DIAMETER AND sMAUFIt,OUR L1A55 C FOR FASTENERS WITH OIAI4TFR5aSEK11Ay1.,Ap 'S PRE-32547 EL FASTENERS OTHER THAN NAL-AND TIMBER RIVETS STALL BE PERMITTED TO BE OF MECHANICALLY �. p � T C� SOFT: DEPOSITED ZINC-COATED STEEL MTH COATING WOODM S IN ACCORDANCE V ASM 96,B 6CLASS 55, )551 MINIMUM. = tL STATE NY 9. ALL HARDWARE(JOIST HANGERS.CASEIN-PLACE POST NCHORS,ETC.)THAT S DPOSID TO w TYPE ' „a RANCH GALVANIZED OR IN CONTACT WITHSTA GROUND,CONCRETE OR PRESSURE TREATED GALVANIZED SHALL BE � x%-2q,��'��'. 2 GALVANTtED O2 SHALL BE STAINLESS SLED.,HARDWARE 10 BE HOT DIPPED CALVANT7ED PRIOR TO SR'. (� FABRICATION SHALL MEET ASM A 651 G-I85 COATING. HARDWARE TD BE HOT DIPPED GALVANIZED tea Q- y}'t l�e� MODEM AFTER FABRICATION SHALL SEF ASM A123 NeFS,! APPROVED o �¢~ CUSTOM 1G. AFTER AND WATER COMH ALL ME ET ASTM TO SALT WATER CK LOCATED W11HIN 300 FEET ff'A SALT ''��/"" 11 ALL OBRA COATED OR NON-FERROUS SHALL BE FASTENERS OR HARDWARSTEEL GRADE 30 OR E SHALL BE AS APPROVED BY THE DATE 5/21/18 S DRAWING X-SECTION AUTHOR" JURISDICTION. 05/01/18 DETAILS 1z HOT-OWED ZINC-COATED GALVANIZED STEEL CONNECTORS ARE REWIRED AT ANY CONNECTIONS INTO PFS CORPORATION CONCRETE. Bloomsburg,PA SHEET: 13. FASTENERS AND CONNECTORS INSTALLED IN TREATED LUMBER OTHER THAN MATERIAL WITH A CHEMICAL 5 A RETENTION GREATEN THAN AWPA OR UC4A SHALL BE STAINLESS STET.GRADE 304 OR 31L 0 yN yy Phi�i W ? e W LVL SIDE LOADED BEAMS �� W � 4 Y� Q z-vLr�u a-w.r 611i �rtr 1 y O qw p a w dp II! a N W ai 61e1/R9LL15 '16r.&^NMS 61wa5MMS O L FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: ' r (2) 1.5' MEMBER BEAMS: -USE (3) ROWS OF 0.131"x3" NAILS @ 12" O.C. (575 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" O.C. (1,150 PLF MAX. UNIFORM LOAD) 4131.0 NMS(15'Ya®EHS) (2) 1.75" MEMBER BEAMS: M131-as NMS i1.Ys NaNUM -USE (3) ROWS OF 0.162"x3.5' NAILS @ 12" O.C. (845 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.162"x3.5" NAILS ® 6" O.C. (1,690 PLF MAX. UNIFORM LOAD) vi (3) 1.5" MEMBER BEAMS: Z -USE (3) ROWS OF 0.131"x3" NAILS ® 12" O.C. (431 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS ® 6" O.C. (863 PLF MAX. UNIFORM LOAD) BUILT UP COLUMN -USE (3) ROWS OF 0.131"x3" NAILS ® 4" O.C. (1,294 PLF MAX. UNIFORM LOAD) FASTENING aD (3) 1.75" MEMBER BEAMS: S -USE (3) ROWS OF 0.162"x3.5" NAILS @ 12" O.C. (635 PLF MAX. UNIFORM LOAD) o -USE (3) ROWS OF 0.162"x3.5" NAILS 0 6" O.C. (1,270 PLF MAX. UNIFORM LOAD) (4) 1.5" OR 1.75' MEMBER BEAMS: m -USE (2) ROWS OF 1/2" BOLTS 0 12" O.C. (580 PLF MAX. UNIFORM LOAD) S Z -USE (3) ROWS OF 1/2" BOLTS ® 12" O.C. (870 PLF MAX. UNIFORM LOAD) NOTES: -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM. -7' WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE LOADED FROM BOTH SIDES AND/OR TOP LOADED -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. a c4�= LVL DESIGN IS SUFFICIENT FOR LVL GRADES WITH A SPECIFIC GRAVITY OF 0.5 OR BETTER a�= �a • E,o� Warning:It is a violation of the NYS Education Law Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to alter this item In anyway. SPAYS SEAL: SEAL: � � t$ FILE: of Ne r PRE-32547 S131Lu1I off, SOFr.. 1,651 r, �4 w —Y ;Ir" STATE NY Als ,k?R TYPE m m RANCH 'Z •-'3�tir�� APPROVED NOOEL- CUSTOM c�'Q a9625a DATE 5/21/18 fj S YSPV DRAVLNNTERCONNECTION PFS CORPORATION DETAILS Bloomsburg,PA 03/29/18 Irl 5B C0N#1A-1C--,,, rT� Oa �hP [� y V1../ w�� ` w z CON#2A-2B 0 ' �� W � a �4 w------------ � W 0 TRUSS HM753214 @ 1611 O.C. SIMPSON LSTA15 OR EQUIVALENT @ 32" O.C. (3) 0.131"x3" NAILS PER TRUSS 0.131"x3" TOE Z NAILS © 6" O.C. m CZ m c U o DETAIL 1A DETAIL 1B DETAIL 1C ALTERNATE DETAIL 1C -(FLIP BOARD TO TRUSS TOP CHORD) (FLIP BOARD TO FLIP BOARD) (CONNECTION ACROSS FLIP JOINT) (CONNECTION ACROSS FLIP JOINT) xa� Mr 0.131"x3" TOE APPROVED r~V (2) 0.131"x3" NAILS DATE 5/21/18 PER TRUSS NAILS @ 6" O.C. SIMPSON MTS12 OR PFS CORPORATION EQUIVALENT @ 32" O.C. Bloomsburg,PA F 153 � FASTEN STRAP TO 1.5° SO. m PRE-32547� Fr.: 1,651 FACE OF KNEEWALLo,�Qy s s4 ,er' STATE: NY (3) 0.131"x3" NAIL AND FACE OF KINGPOST o SAL rim RANCH FROM RAIL TO 03/29/19 MODEL.CUSTOM DETAIL 2A KINGPOST DETAIL 2B BRAwwc: (KNEE WALL&KING POST TO RAIL) fKNEE WALL&KING POST TO RAIL) TRUSS CONNECTION oETaLs SHEE`' 5C R b CON#lA-1C— a W W a CON#2A-2B w o-.Q 4 a w a RN o W � r mQ 0 Q - a SIMPSON LSTA15 OR EQUIVALENT @ 32" O.C. (3) 0.131"x3" NAILS PER TRUSS 0.131"x3" TOE NAILS @ 6" O.0 o (/7 S F' Z m r ' � o o � z m c DETAIL 1A DETAIL 1B DETAIL 1C ALTERNATE DETAIL 1C (FLIP BOARD TO TRUSS TOP CHORD) (FLIP BOARD TO FLIP BOARD) (CONNECTION ACROSS FLIP JOINT) (CONNECTION ACROSS FLIP JOINT) (2) 0.131"x3" NAILS 0.131"x3" TOEm PER TRUSS NAILS @ 6" O.C. SIMPSON MTS12 OR a�z EQUIVALENT @ 32" O.C. � d APPROVED F rg _ DATE 5/21/18 PF5 CORPORATION Bloomsburg,PA FASTEN STRAP TO 1.5" s FACE OF KNEEWALL °` c P. 9 AND FACE OF KINGPOST �� FlLE (3) 0.131 x3' NAIL PRE-32547 FROM RAIL TO SOFT- 1,651 DETAIL 2A 4 KINGPOST DETAIL 2B - �`�a 2s, � � -- NY (KNEE WALL & KING POST TO RAIL) (KNEE WALL & KING POST TO RAIL) MOORANCH FL' 03/29/18 CUSTOM DRAWING. ' TRUSS COMMON - - DETAILS 5D a PW yy Ie q h In m➢9.RT � � � W C Vt IR.mD sRV In IM•m09Rt} \ ' � In wr.ma swa `` 6 a.t - ri . In sur. \y/ 00 z W /\ 00 a Z � t� 8 � W ��6 n4—� 1 NR mp sav d P, r— 30P0 in wr■om swan F] n Z O Rway¢®t n Ipr.OL anlr - Lo— F] ❑❑ gq{.�-5 opy v In m0 saA.1 w Q WF a w W In xm.mu wnr 0 R L E3 a; 0 O I IQ II in m o o o U Z o m Z c� o 0 �g Warning.It is a violation of the NYS Education Law Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to alter this Item in any way. STATE SEAL SEAL, NOTES: 1. SEE ATTACHED SHEET 6B FOR PLUMBING NOTES & DETAILS t$CF N>rl7r� FILE2. ALL PLUMBING MATERIAL& INSTALLATION IS TO BE DONE PER ALL ��Itu� x3 NATIONAL, STATE & LOCAL CODES. sus 4� PRE-32547 3. A TEMPERATURE—LIMITING DEVICE CONFORMING TO ASSE 1070 IS ? a� � � Safi- 1 651 1 REQUIRED AT WHIRLPOOL TUBS AND BATH TUBS TO LIMIT WATER STATE NY TEMPERATURE TO 120F. 4 WATER DISTRIBUTION SYSTEM BASED ON 30-39 PSI AND 40' fi 1 � E RANCH a4 �aez6a w MMEL- MAXIMUM DEVELOPED LENGTH 5 EACH SUPPLY AND RISER SHALL HAVE A SHUT OFF VALVEAPPROVED ° CUSTOM 6, SEE ATTACHED SHEET 6A TABLE P2605.1 FOR PIPE SUPPORT r °RAS""c' ING REQUIREMENTS DATE 5/ZU18 05/01/18 Ist SUPPPPLYPPLAN 7. ALL SUPPLY LINES BELOW THE MODULAR FLOOR SYSTEM SHALL BE PFS CORPORATION SUPPLIED AND INSTALLED ON SITE BY OTHERS Bloomsburg,PA 8. PLUMBING FIXTURE FLOW RATES PER TABLE 2903.2 V vaaa..xxas�rn...�aa£ W Pt11NMt?St1PPOfiT - - � h Y r-mr p te4TEW1Al. Y0.AeNYel iA! Ilg7I SP�ACWGFG(MQ _ S_RRCltIG�IM4} _ � 0 O P ,e 4 10' M 10 - 15 X b r mw p4t -- - 15 i�rFJ77 '^ nom,, ,nwr I = FldPe - 12 10 , o � '��FFaaiLay (1'f�3oc6asiadMsmetamalsm�} B 10 .� � � �z� ' ,eorrar „n Fmw Coppers°' ati6y. (1rtZioshtsm.s:.:,:w.�] 1D 10 wz0 „nosu Ct¢�Za 3FdYeltiYle�t i .l.nubaad XOT(32txW 10_` „nw P awopk)r4 w t �I cto"aamdPolp" pa1Seftl—(MM-AL-MQ Pipe 267{32i-]-g 4" 1 tR�irl:pipear3cfdo�llacL3nd3��Cmat�sy - 3 1 10' „n•.r C4TCpfpeoata�iaF(i-�>QrEsamtTa % 4 r mx ria`sn P� Com�ans 4 W FB =may 2.67(32 hxdw5) 4 pJ 0 tmp�imt(P88S}p8pa li=h®dsmer es} 10' 88 rv-mw „ne,r 00 aireived. (pB.BT}lape.l'F,�imrhtffi2ar�s' 4 10' Z �14hmPs "{PP}Psprffitabias(1i>rhmffi�suc} ZM(332kxw _ i0`__ W a m s „a ws""n ,tr mr � P �Mob (1'laiachesmnllugs} 4 30 mw�vow „n Fxr 4 Z w W n Saatal6ssneddnmart3sse� 10 _ IfiY 0 E] gy 12 35 a n X a" u 7wSL 1 b&=25Av=1 f s--30Um= r oscoeMvow in�o.ocv,uc &Me halSX09 dc0i4 Mijeh beitalc ttttufieaei0f�oos otpgemei L�Ted ' 3-Fwj:im2bA-wd— mdeshaIISeia�ail�asideay vemret'ngPmts MPadeas4a11.Ra+�gpemmc [}sad - pepm�tbd:ea�a�ffiep'rpr, 0. 3i CID m r �o = U < Z m p aJam Q¢ NJ Warning It is a vialabon of the NYS Education Law Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to , alter this item in any way. STATE SEAL: Ste: BEJ3 9 � m OF NELyy Fitt sr•�� ,EN-CTryn s' PRE-32547 e SQ.Fr: 1,651 w STATE: NY w NOTES: xw� �z RANCH MODEL 1. SEE ATTACHED SHEET 68 FOR PLUMBING NOTES & DETAILS CUSTOM 2. ALL PIPES UNDER THE FLOOR SYSTEM ARE TO BE SITE INSTALLED, �F-�. APPROVED Gan 3. ALL PLUMBING MATERIAL & INSTALLATION IS TO BE DONE PER ALL i� st S NATIONAL, STATE & LOCAL CODES. DATE 5/21/18 04/06/18 1st STORY PWM9ING PFS CORPORATION 0wv PIAN 4. USE REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEANOUT ACCESS 5. SEE TABLE P2605.1 FOR PIPE SUPPORT REQUIREMENTS. Bloomsburg,PA Sim6A J VENT C 3'MAIN VENT TUB OVERFLOW1 2'VENT G VENT N DRAIN 'm+T1/2' &W STANDPIPE �I 1/2'VENT DBL -.=- 19" H VENTS I+1 4Y MIN. SHOWER OPTIONAL AO AS QUIRED 2° GRAIN AD�ANCE VALVE SAN. m VENT EXTENSOR U > NISHED AN.TEE VDRAIN 1 1 2' LEE FUTURE BASE- 2'VENT FOR FLOOR 2'111 NISHED-OR SAN•TEF SAN. MENT FIXTURES 12' , TUB DRAT NISiED FLOOR 1m1�2' FINISHED FLOOR FLOORED �� y�i w Fr_ PSE INCREASER O 1 1/2'1R REDUCER(OCCURS Y el�.V..�.., MIN 12'BELOW ROOF 1> CLOTHES WAGER WA1B1 Q__.AID MAN IBR Y (10.T raRoer QO91fiE 0 �i NNp 3/4'DISHWASHER DRAIN AN AR ADMITTAMI£VALVE MAY BE USED F THE LOOPED HIGH AND RXTINE DIES NOT GRAN INTO A VENTED LINE THE VENT PPE FROM A FIXNIE MAN,EXCEPT WATER Q➢415 # NSTALLA11ON AND WEATHERPROOFING 1 1/2'VENT (NOT F4FAC4�0"� AND SIM.AR SIPHONIC FIXTURES,SHALL NOT MOM BELOW SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONS (MAY 'A'TRAP THE TOP VIER OF TRE TRAP.THE VM PIPE MAY BE CONaEOTEO TO COUNTER OR WALL OR IN INLET SNE AT A LOWER ELEVATION F THE FOUDWING ARE MET.OR AIR CAP 3'VENT ONAL MR I.THE VRRIYL SECTION CF ME ORNN PIPE SHALLADMI TANCE VALVE BE AT LEAST ONE PPE SM LARGER THAN THE TRAP GARBAGE SNK DRAINS 'B' LENGTHDRETDIS O 18'MINIMUMAR GAP MIN.2X'A' 2 BE T LEM TW PPE cO0Ec1 R 1L ME TRAP MIST 9NALL T£AT IEIAP TWO PPE OF THE S LONG.SAN 1 ME ED THE VA LES ST TE THE TRAP ARM SHALL NOT WDRAIN LINE EX®THE VALOFB SrATTD N THE APPL1NAaE PIUI®INC CWFSFlNISHID GRAN UNE 'C'VERTICAL LEG W2•p_TR R GAP FLO 1 1/2 ..-TRAAPP ASAI PER SAPPUCAELE PULDWG CODES ZRFITTING UNE�\� T 1/2'TRAP , r /A'T - -WYE-BRANCH MA-2 HORIZONTAL CONLINE TRAP of /T ' ZY TRIFITTING TD TEDB+C+D Y WAP-lO'-O' LU e < q GRAIN UNE Y mw_17-T KTICHEN VERTTH UROCFOETAl 'D•-SDE E mE SLE IAXaD THAN TRAP SM MA AL..W Tr-HCFm1MT L IAXIIELTON sZE-C SEE NOTE#16 DWV &"SUPPLY NOTES: ro a 1. ALL WASTE AND VENT LINES ARE ABS OR PVC PIPE&SUPPLY LINES ARE COPPER,PIX,OR W CPVC. W 2.PITCH ON HORIZONTAL WASTE LINES IS 1/8°PER FOOT FOR 3'DIA.PIPE,1/8'PER FOOT FOR LARGER THAN 3'DIA,1/4'PER FOOT FOR LES THAN 3'DIA.PIPE •NOT A TRAP ARM 3.WASTE UNES: INSTALL WYE W/CLEANOUT PRIOR TO EXTING WALL FOR CONNECTION TO DISPOSAL SYSTEM. 4.PVC-DWV PIPE SUPPORTS: AT BRANCHES,CHANGES IN DIRECTION AND AT THE BASE,EACH • • • m FLOOR AND MID STORY(VERTICAL)MAXIMUM EVERY 3'-0'AT THE fBRD OF BRANCHES,AND CHANGE OF DIRECTION OR ELEVATION.4"MINIMUM MAIN WASTE TO SEPTIC LO BEND DOUBLE WYE WYE WITH LONG TURN 1/8 BEND (LONG SWEEP OR ------- - S.PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CBUNG.PIPING WITH 1/8 BEN 1/8 BEND TEE WYE - SHORT SWEEP SHALL BE FIRESTOPPED WHERE REQUIRED WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH SEE NOTES) IT PENETRATES&BE SUITABLE TO PIPE MATERIAL o G.EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN.VENT TERMINATION A MIN OF 6' II ABOVE THE ROOF LINE io 7,ALL TRAP ARMS MUST BE SUPPORTED W11H 3/4'MINIMUM BEARING. TTO 3"ROOT NT TEE TEE TEE TEE TEE 1/4 BEND M 8.ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPUCA13LE PLUMBING CODES 9.HORIZONTAL TO HORIZONTAL&VERTICAL TO HORIZONTAL DRAW CHANGES IN DIRECTION SHALL 2'FUTURE VENTWASm BE 45 DEGREE WYES,LONG SWEEP 90 DEGREE ELBOWS,LONG SWEEP TYS,6TH.,M.OR 16TH REQUIRED(NJ BOX SAN-TEE KITCHEN SINK SAN-TEE o BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT STANDPIPE HEIGHT (OFFSET SAN-TEES M - SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 3 LAVATORY AND TRAP SIZE Z x WITH BAC(-TO- c INCH OR LARGER (FIXTURE INSTALL BACK FIXTURES) CONTINUOUS a 10.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM VERTICAL LATION ON VENfN1 SAN TEE WASTE —P-TRAP k' ..z DROP FROM FIXTURE OUTLET TO TRAP WEER IS 24° STACK) SAN"TEE m N LAVATORY LAVATORY TAIL PIECE FOR (BACK-TO-BACK OVER FLOW AND WA m d 11.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLPJOINTS. ACCESSIBLE TRAPS VENT THRU INSTALLATION) z TRAP BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SAME SIZE AS D.FU.ONLY P_TRAP� TUB/SHOWERWATER P-TRA OR WHIRLP0012.ALL HORIZONTAL VQHT BRANCH PIPING SHALL BE LOCATED A MIWMUM OF 6'ABOVE THE FL000 P-TRAPCLOSET P-TRA OPTION LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 13.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL FINISH ` APPLICABLE PLUMBING CODES. FLOOR SAN-11>= 1\ 14.PLASTIC PIPING SHALL BE PROTECTED WITH 1/16'(15 GAUGE STEEL PLATE WHEN PIPE PASSES LONG TURN 1/4 Bf ND 1/4 BEND \ SAN- TEE 1/4 BEND TED WYE CLOSET FL NGE CAPPED IN LONG SWEEP p-7R LONG 555WWWEEP-�33� P-TRAP LONG SWEEP THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. &1/4 BEND BASEMENT 15.BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN(DIRECTIONAL)FITTING. 16.AIR ADMITTANCE VALVES MUST BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. _ 17.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE KITCHEN SNK/OISHWASHER/OISPOSAL WATER CLOSETS&MAIN VENT - 52 DIAMETERS DOWNSTREAM OF STAG(BASE&NOT CONNECT INTO SECOND FLOOR DRAIN STACK 18.POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY STE BUILDER IN ACCORDANCE WITH 1/4 BEND APPUCABLE STATE PLUMBING CODES LONG TURN WYE WITH LONG TURN �d�r 8 Bf7H SEE NOTE f0 1/ TEE WYE- 19.ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS& DOUBLE 1/4 BEND� \��/ � LAVATORIES (SFE ISLAND GELATES) rs 20 ANTISPHONING DEVICE,VACUUM BREAKERS&AIR GAPS: FOR WATER DISTRIBUTION SYSTEMS "PROTECTION OF POTABLE WATER SUPPLY. Warning:It Is a violation of the NYS Education Law A-WATER HEATER LOCATED ABOVE OR ON LIVING SPACE LEVEL MUST HAVE A 1/4 BEND NOTE HORIZONTAL TO VERTICAL&VERTICAL Article 145 for any person,unless he is acting under ANTISPHONING DEVICE INSTALLED. LONG TURN TO HORIZONTAL CONNECTIONS(SEF NOTE/9) the direction of a licensed Professional Engineer,to DEVICE INOTHES WASHER(IF NOT BUILT IN TO THE APPLIANCE)MUST HAVE AN ANTiSPHONING alter this Item in any way. 21.WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVE ARE UTILIZED. STATE SEAL, SEAQ IE WASHING MACHINES E 22.WOOD-FRAMED STRUCTURAL MEMBERS MAY BE DRILLED,NOTCHED OR ALTERED PER SECTION P2603. _ 5 ov Us � RLE r 3nLry� tis, PRE-32547 saFT.: 1,651 * C < * STATE NY ?rTi' TYPE: G , z RANCH iP MODEL ` a �e62s° CUSTOM APPROVED 0 ti DRAWING*. DATE 5/21/18 PLUMBING NOTES PFS CORPORATION 03/29/18 AND DETAILS Bloomsburg,PA SHEET: 6B EXTERIOR DOOR SCHEDULE � •B1BLDa+R%Eq¢tNtJFilGTl/RER'TO`V1;MFyAaP00RR0br 0EMNGSPRlOR�7000fJSTRLCrION Raj 1 CALL:OUT IVIF(3R/,SERIES RA. AREA I 1JGKF I VENT" U,VALUEI SHGC Dill"fiA71NG- MARDWARE a TT•v/06-LTE DBL 1x'2 LITE SDLITE. THERMA-78U,WSVVLNG, S4.3B z B2.50 36 BB " S--34 19.38 0.23 n•fl1 DP45 TTrz%g UTE- TFIERI+7A-:TRUIPiSWING '34.38 x 825Q 19J39 `.i t5 17.18 0.23 U." DP45 h F ' TTT18•FIRE THFIrUWA--TRU INSWING 33.00 x 13125 1&82 -0.00 17:18 >0,14 0.07 .DP45 a SHGCva3ueaas•shDIMrtiy not arcuF'ate(y,+eiledeVery ifvatian.lFalvesahould tie veri(ed and coneded[�fnece�ary)baked nn gia�iyQe- gnllesi(Fapplirs6leJ iNffnahe.igne,J±nergy startating�efc= WIND WSdHEDUL.E .4 n� BUIMERIMANUFACTURER TO V,ERIMAL1,WINDOW.ROUGH OPENINGS PRIOR"M CONSTRUCTION' CALL OUT 1U(FGR' R'©. AREA LIGHT I VENT I U VALUE DP-RA71NG .61481 j 3037 .ANDERSEN VLVERLINE 401S. 1=4 36 50 x '37,50 9.51. 5.33 ,2.43 0.29 DPW .029 3859 ANI)ER5EN SILVERLINE 4901";7hf 58.'50 x, 59.50' 159,4 12-05 1 5.71 029' 10P50 D-29 W 21048_ ANDERSEMSJLUERLINE 49fl1 SH 34.50 x 48:50 11.62 8.41 4,05 0>29' DP50 '0.29 Z 1.WWNDOWS,SKYLIGHTS,AND DOORS OF EQUAL OR BETTER U VALUE,AND MANUFACTURED BY W O s ° io 4- OTHER THAN SHOWN MAY BE SUBSTITUTED J 2. WINDOW AREA OF HABITABLE SPACE(LIVING,DINING,INCLUDING KITCHEN DINING IF NO OTHER DINING k SLEEPING SPACE)SHALL BE 8%OF FLOOR AREA FOR NATURAL LIGHT WTH 4% D W q O�4 OPENING FOR VENTILATION MINIMUM. IF NOT VENTED MECHANICALLY TO DaERIOR,BATHROOMS a k TOILET ROOMS SHALL HAVE A MINIMUM OPENABLE AREA OF 1 1/2 50 FT.,3 SO FT FOR KITCHENETTES k KITCHENS(60 SO.FT.OR MORE)SHALL HAVE 4%OF FLOOR AREA OPENING • D1 FOR MINIMUM VENTILATION. LL 1 DOORS PASSING THRU A FIRE RATED CEILING IN A STAIR OR GARAGE SHALL BE 3/4 HR.MIN Q FIFE RATED h BE SELF CLOSING OR HAVE A 3/4 HR MIN.OPENING PROTECTION 2 4. EGRESS WINDOWS MUST MEET THE FOLLOWNG CRITERIA: 0. GRADE LEVEL.FLOORS- EDGE OF FLASHING UNDER SHINGLES MIN 5 SOFT.OPENING BY NORMAL OPERATION _ MIN OPENING OF 24'HIGH-20'WIDE MAXIMUM SIL HOGHT OF 44'FROM SILL TO FLOOR FLOORS ABOVE GRACE: OPEN TO 5.7 SO Fr BY NORMAL OPERATION MIN.OPENING OF 24'HIGH-20'WOE MAXEMUM SILL HBGHT OF 44'FROM SILL TO FLOOR 4. REMOVING SASH,TILTING/TWISTING SASH,SNAP AWAY HARDWARE,OR ETC FOR THE PURPOSE OF MEETING EGRESS REQUIREMENTS IS NOT PERMITTED. 5 REFERENCE NOTE 20 IN GENERAL NOTES,SHEET B.FOR COMPLETE LIST OF LOCATIONS WHERE SAFETY GLAZING(TEMPERED GLASS)IS REQUIRED. In 1 N F f� Z S SHINGLES / o ROOF DECKING ic U • o zmz p CORROSION RESISTANT METAL \ STUD WALL MIN 24' WIDE OR (2)PLIES OF MINERAL- SURFACED ROLL ROOFING BOTTOM LAYER IT WIDE MIN TOP LAYER 31i WIDE MIN VALLEY FLASHING DETAIL Ix 52ter 4 a.�w�yTp1 Al®®RASING soars a GW1 RRNG RANz TNN E� �5 1AAaR smlc toe m Hanot sTulrs uuN nE NWnG FwAtc HEN rs w7Aum Warning.It Is a violation of the NYS Education Law „ !�O FM 6 Te sNc nE sW"�RA9p1n - Article 145 for any person,unless he Is acting under the direction of a licensed Professional Engineer,to 4 alter this Item In any way. NRaN® H® 3 STATE SEAL SEAL, f5 2 3 ■ 3OCKUR O2 1 4f IV,Erq.Y o O 1 �p� v131LLIAt E7 RLE r Aar k SQ-FT-PRE-3247 51 I. GMUsFIF�BWWR IaaETRaa RA9W1G mm tTKsMB-FM Artie e91111111SILLSILL _ a- ~ TYATE NY PATER RSISAEE RNRii! I. OEWL EDF-SROW P�FlChat TIE 11 /SM R1194P MEAT TIE SM W EM WOR � N I W RL MATER FORSIX BOO HWRW Wl!a A SM iE UM 2. ROU VIM PFx YN111FACRIM INSWLA WI 0ISTIRL IS 2. PSINL MOR FSA YaN7GIRM I SW W CH P SINU 7W 6 �P (y E SMW OURNG SLIMU Hs=IM Of A MUL OF 2 RANCH O. CUT ARM REWTVE EA ROR AT MIND"/WOR RA ATR RRw 1 HUH AES O T E WAN AND NUB8F7®RA9WIL a SI (E'ME NAIAA RANW WAI i RHE A E O R F DOM AN NG W!ffi4�FIAnWIG a TOP�t1@ xAAINC FlAN<f OmM �O ��V'G� MODE_ RA!IM MARK RSI ME BNOIFR 71E SDfS 6 THE MYWOM AND MWAPPOIC 71E SILL RASNOM. THE SmfS THE DOM AND 049E/FRNC rXE HWIOY SOI.RAR M. ,, 3. OR A A 45•MME MAY IM THIS RM UP OUT T INE WAY 4• �'1W SIS OF SRFSRWWW FROM D FLASHING ON TRYOF IM NWaIG RMM 4 MOLL to slims W MY-SROING N1�FLISM ON EO'OF tlE NOW F AMM .�!� APPROVED � CUSTOM RNC.AmR SOP 4 N am 3 AMOSS➢E W+OF TW MINN QRAMPPiC THE BE F AMM AWIWS THE TW W'TIE EMU RhIDAMING THE ME FUSHI. DRAWING. I LAP THE SIRP OF WRO RMSINE BARTER DEN 01431 THE TOP SON OF RISS S, MOLL IEOE CAP FLAMM MM TIE W Fi✓6HH iRM BUM DATE 5/2U18 03/29/18 WINDOW D DOOR FTASIM AM 1NE VS=LM OF TIE IM GP FLAWS.TME TTI 45 SINS. 3 lM TIE to SRM OF KAM R "BARER WAR"M IHE TIP SW OF Rum PFS CORPORATION sCFiEDDIl: F1ARM AND THE 11SUM IFR OF THE MLTAL W RAMIC TAPE THE IS gals Bloomshurg,PA SM. 7 WOERM FLASHING GENERAL NOTES: 20.3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL (MUST MEET ALL THE FOLLOWING): s 1. ANY ADDITIONS SHALL BE DESIGNED AS INDEPENDENT STRUCTURES NOT SUPPORTED BY 20.3.1. INDIVIDUAL PANE GREATER THEN 9 SQ.FT. „ THIS DESIGN 203.2. BOTTOM EDGE OF GLAZING LESS THEN 18" ABOVE FLOOR 4 2. FLOOR PLANS MAY BE FLIPPED, MIRRORED OR BOTH 20.3.3. TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE FLOOR. 20.3.4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 MEASURED HORIZONTALLY 3. CLOSETS MAY BE OMITTED BY CUSTOMER REQUEST. AND IN A STRAIGHT LINE, OF THE GLAZING r 4. HABITABLE ROOM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SQ. FT. WITH A 20.4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING x MINIMUM HORIZONTAL DIMENSION OF 7 FEET AND AT LEAST ONE HABITABLE SPACE SURFACE INCLUDED ARE, STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL NTH A MINIMUM FLOOR AREA OF 120 SQ.FT. INFILL PANELS. Aq 5. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH 20.5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, HABITABLE SPACE REQUIREMENTS FOR LIGHT, VENT AND EGRESS. STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR 6. THE MAIN EGRESS EXIT MUST BE A MIN. OF 3'—O" x 6'-8" AND SHALL BE SIDE WALKING SURFACE. R HINGED. W 20.6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING W 7. EXTERIOR DOORS SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT AVAILABLE. POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS Z e 7.1. EXCEPTION: STORM—SCREEN DOORS ARE PERMITTED TO SWING OVER STEPS. THAN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATERS ZN"� „s EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE W o a m 4 e 8. ALL NOTES PERTAINING TO "IN FIELD OR ON SITE” ARE BUILDER/CONTRACTOR GLAZING JJ 3 m a o RESPONSIBILITES. Z n 20.7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" Q W 0 � 9 KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE ON SITE BY OTHERS GLAZING IS LESS 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. W LL 10 KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND 20.8. GLAZING ADJACENT TO STAIRWAYS WITHING 60" HORIZONTALLY OF THE BOTTOM Q INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING IS COMPLETED. KITCHEN TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE AND/OR BATH CABINETS ARE TO BE INSTALLED PER APPROVED PRINTS, INCLUDING GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. ELECTRICAL & PLUMBING. 21. ANY STRUCTURAL GLUED LAMINATED TIMBERS THAT ARE EXPOSED MUST BE PRESSURE 11. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE IN THE TREATED OR PRESERVATIVE TREATED. IMMEDIATE VICINITY OF THE BEDROOMS. 22. WHERE LEDGERS ARE REQUIRED, A MIN. 2X2 LEDGER MUST BE USED, OR A JOIST 12. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN EACH DWELLING UNIT ON HANGER IN PLACE OF LEDGER. ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY WHERE FUEL—FIRED V' APPLIANCES AND EQUIPMENT, SOLID—FUEL BURNING APPLIANCES AND EQUIPMENT, 23. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4" ~ FIREPLACES OR ATTACHED GARAGES ARE LOCATED. SPHERE CANNOT PASS THROUGH. 5 z 13. WASHING MACHINE IS LOCATED PER PLAN. 24 ANY DECK, PORCH, RAMP, OR STEPS, REACHING A HEIGHT GREATER THAN 30" ABOVE THE FLOOR OR GRADE ARE REQUIRED TO HAVE GUARDS AT LEAST 36" ABOVE THE m 14. FIREPLACES, WATER HEATERS, APPLIANCES, OR ANY HEAT PRODUCING EQUIPMENT IN WALKING SURFACE. ENCLOSED SPACES SHALL BE INSTALLED IN COMPLIANCE WITH THE LISTED MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES 25. POWER RANGE HOODS AND FANS ARE TO BE EXTERIOR VENTING TYPE WHEN POSSILBE. o A RE—CIRCULATING HOOD (MIN 100 CFM) MAY BE USED IF NATURAL VENTILATION 15. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS, WALLS, AND CEILINGS SHALL REQUIREMENTS ARE PROVIDED. Z HAVE SUCH OPENINGS FIRESTOPPED PER R602.8 OF THE IRC m o v 26. CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE IN COMPLIANCE WITH 16. HOLES, OPENINGS, AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLA110N OF ENERGY CONSERVATION CONSTRUCTION CODE. ALL JOINTS, CONNECTIONS, AND EQUIPMENT MAY BE COMPLETED IN FIELD, IF DONE IN SUCH A MANNER AS NOT TO PENETRATIONS BETWEEN CONDITIONED SPACE AND UNCONDITIONED OR OUTSIDE SPACE AFFECT THE INTEGRITY OF THE STRUCTURE. MUST BE SEALED WITH CAULKING OR FOAM SEAL 17 COMBUSTION AIR SUPPLIED FROM EXTERIOR. 27. ONLY CEMENT, FIBER—CEMENT AND GLASS MAT GYPSUM BACKERS SHALL BE USED AS BACKER ON 11LED TUB AND SHOWER WALL NO GREEN BOARD GYPSUM BOARD SHALL 18. ALL PIPING AND DUCTWORK IN UNHEATED SPACES IS TO BE INSULATED IN COMPLIANCE BE PERMITTED. WITH STATE & LOCAL CODE REQUIREMENTS. 28. MIN. FLAME SPREAD CLASSIFICATION OF ALL FINISH MATERIALS SHALL HAVE A RATING 19. APPROVED WATER RESISTIVE BARRIER REQUIRED UNDER ALL SIDING TYPES. BARRIER OF LESS THAN 200. m SHALL BE INSTALLED HORIZONTALLY WITH 2 IN MIN UPPER LAYER OVERLAP OVER c4�= LOWER LAYER. 29 INTERIOR WALL PARTITIONS (NON—LOAD BEARING AND NON—BRACED) MAY BE MOVED a�. z OR DELETED FROM THE PLAN. 20. SAFETY GLAZING (TEMPERED GLASS) REQUIRED IN THE FOLLOWING LOCAl10NS: 30. FIRE BLOCKING IN COMPLIANCE WITH R302.11 AND R602.8 SHALL BE PROVIDED. p 20.1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD Warning.It is a violation of the NYS Education Law DOORS. - Article 145 for any person,unless he is acting under the direction of a licensed Professional Engineer,to 20.2 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR alter this item in anyway. WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24—INCH ARC OF THE DOOR IN STA7ESEA6 SEAL A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE E THE FLOOR OR WALKING SURFACE. G 5 la ��QF NES Y FILE PRE-32547 1,651 " ? � srAte NY k„-;`P $3TYPE: ' s z RANCH MODEL APPROVED Nle CUSTOM Swar DATE 5/2118 GENERAL NOTES PFS CORPORATION 03/29/18 Bloomsburg,PA SHEET' 8 . � aI � J - 16'-0• " � � - 44'-C 4-0• � � ) 0 j a W z 00 a a � z �� U 0 00 W g amgR p a a M �W= u 30PO _ 0 u L a Y e CD i co �Q s � In c � CD 7-93: 4'-93t' 4-236• in Z O m p - BI ._._._._._._._._._._._._ i._._._._._._._._._._._._._.—. o i I °YET u„e YYST 0=1mlIIDI�OIM ruiuwa mnn mores aan m ter w.� vru NWDOIIS rumNc m a r9tcim aro uwmisnMuru a�ac D6ou. , 22'-0• 2V-V mor? CODE 2015 IRC �ik STORIES .1 �d SEISMIC DESIGN CATEGORY _ B _ F o� ND SPEED(3 SEC GUST) —,less than 1.4.0_ Ng ND EXPOSURE ;C TO RIDGE HEIGHT _ ,9.1458 FT Warning It Is a violation of the NYS Education Lew _ IWALL HEIGHT 18-0° Article 145 for any person,unless he is acting under 1#—VERTICAL BRACED WALL LINES ;See Charts Below the direction of a licensed Professional Engineer,to —.—__ _-,_---IO alter this dem in any way �#HORIZONTAL BRACED WALL LINES See Charts Below ROOF/CEILING DEAD LOAD-PSF 15 PSF STATE SEAL: SEAL: GYP ON VS OF WALLS !YES CS-WSFIWSP SHALL BE CONSTRUCTED PER TABLE BELOW --- ---"�---- -; --` (('''' ' MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAILING SPACING ULTIMATE DESIGN WIND SPEED Volt ar-Re t, FILE / PENETRATION PAN- PAN PANEL PANEL THICKNESS STUDBPACING EDGES FIELD WIND EXPOSURE CATEGORY - y�(MPMqr�� 01Livy C3� PRE-32547 SIZE 0 CHES) RATING PNCXES) (INCHES) S SO.F'C: ONCXES O.C. NCFOiS`O C. e C D 651 6d Common is 2470 3I8 16 8 12 140 115 STATE NY 11D ; Zia 1 �• (20".0.1131 _ 16 3 6 140 14D 140 a TYPE $, So Common 16 B 12 170 140 136 t(7 ,, (15".0.131•) 1.76 24116 7/16 24 6 12 140 115 110 z RANCH NDDD_ EXTERIOR _ BRACED WALL_ _BRACED WALL TABULATED MIN _WIND EXPOSURE_ RIDGE TO EAVE _W_ALL HEIGHT WALL LINE _AODTL 800# INTER10RGYPSUM GYPSUM MIN BRACED WALL WALL MEETS �,. APPROVED 'Q a.LCUSTOM WALL LINE SPACING ME7HOD BRACED WALL TOTAL_� FACTOR HEIGHT FACTOR FACTOR QTYFACTOR HOLD DOWN BOARD FINISH BOARD _LENGTH REG'D _—REQUIREMENT �,/ S � ORAMNC: Table 860210.3(1) Table 8602.10.312) Table R60210.3(2� Table 8602.10.3(2) Table 860210.3(2) DEVICE (OR FAUIVALEM'� FASTENING PATE 5/21/18 1st.STORY A 44.75 - CSWSP 9.95 1.20 1.00 _ 090 1.0 1D 1.0 1.0 10.7 YES BRACED WALL PLAN B 44.75 CS-WSP 9-95 1-2D 100 090 10 1A TO 1.0 10.7 YES PFS.CORPORATION 05/01/18 1 48.00 CS WSP 10 60 1-20 1.00 0 90 1.0 1-D 1.0 1.0 11.4 YES Bloomsburg,PA ��T 9 2 48.00 CS-WSP 1060 1.20 1.00 090 1.0 1 0 1.0 1.0 114 YES •7 RILL HEIGHr HDCKIND R X C. E ALONG LEND EDC INK INKED LL Ps °RR;�aWALLMPAM W) GONIINDWS Rnl HONG LENGLH OF BRATTO WALL PANEL a • LO at31W TIME NAILS GR F}ID JOIST LV OC D.C.ALONG - e CM ®LACED WNL PANE (FULL F\ BETWEEN af31'LT TME RAO TOE MNL(3)0.131.0 tG G TIRWRAFIEAS 06'Oa AIDNG NMS AT EACH HOCKING NOT REDUDED EIRKEO WNL PANEL Nam 9 r4 A uPlo-T"DID TIM REDUIED FASTEN IMIG JU6T ro --BRACED WALL Pura BEKE°WALL PANE BRACED WNL PANEL 5�AND SPACING PER TRUSS DESIGN MP RATE W/(3)0.131'+3' ^a ¢ AND IRC TABLE SOL11 TOE NAILS PER JOIST F+; TRUSS/RAF(ER TO BRACED WALL ATTACHMENT ' am (50SMIC DESIGN CAT A. B. &C ONLY) (4)a1J1'r.Y FACE HMS (4)alm'.Y FACE HMIs (4)at91':r FADE xAOs 01C O.0.ALONG ERA® OIC O.C.ALONG BRACED AT EACH HOCKRIG NBIBER WNL PANEL WALL PANG IR X W O (3)IL131-LY FACE z NAILS FAOI SIDE Q nl DRIFT Ham DOWN BERM CONTINUOUS am Z N SZE AND SPACING PER Taus DESIGN OR BA3l J0I5T 0.1VLY ME MADS (3)0131't5 IIT NAIL W m < 4 q 8 Ari A D IRC TABLE 30211 0 6'D.C.FROM FRAMING FROM JOIST M EOL RAE RILL MIGHT BLOCKING o a m IED JOIST TO SILL PLATE NEMHR DIRECTLY Sam 0 16 O.C.ALONG J i5 m h a ( E (3)0.131'cT TOE NNIS BRACED WNL PANE BRACED WALL PANEL Z d 4�i1 FOUKMO N ONLY REQUIRED FOUNDATION ONLY IaDIAIED la F, G FROM RAFTER ro BLOCKING FOR SEISMIC OEHON if) EACH 9DE CAIEDOIAS W.DI 3 02 CREGDrrDS Dia IDT h D2 Q O O N N CONTINUOUS RN OR SOLID cc � •� w Oi HDOOKG BETWEEN RATERS < REQUIRED W A 2015 INTERNATIONAL RESIDENTIAL CODE FIGURE R60210 8(11 0 BRACED WALL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING d aTNnH HOCKmNc ro TOP n SEN CEOMNc JBLSr ro FLATS W/a131'cY TOE "TATE atJl'rJ' NAILS 0 C&C.ALONG LENGTH 11HE NAILS JOIN } m OF ERALTO WALL PANG ADDITIONAL FRAMING RILL IR1GHr HACNING MEMBER DRtECNLY AWE 0 1C Oa ALONG TRUSS/RAFTER TO BRACED WALL ATTACHMENT SAM WALL PANEL HtKED WALL PANE 0 (SEISMIC DESIGN CAT. A B. & C) COrmxUOUS Fou I aI3l'rS TOE KIDS OR END JOIST 06 OC.ALONG II BRACED WNL PANEL Is CO X M c a Or-TILE MAIL TOE NAIL(J)a131'sIN E UPLIFT HOLD DOWN REQUIRED BRA®WILL PANEL mALO C aw BLOCKING EACH SITE AND SPACING PER TRUSS DESIGN _ Tn AND IRC TABLE 30211 m cV \ O (3)0.131-LY TOE NALS FROM RAFTER TO EmOONG n l E EACH SIDE BRACED WNL PANEL HMCED WALL PANEL aMCED WALL PANE]. i o CONTINUOUS RW OR SOLID REREQUIREDm O O N HOOKING BERTIDL RARER3 Z WZW � c J (4)0.131.0 FACE NAILS (4)O 131V FACE NNIS *ATLLU.0 31-IS FACE NAILS 016'Oa ALONG BRACED 016'D.C.ALONG BRACED H HOOD NG MEMBER ATTACH BLOCIONG ro TTP EASIER CFEDNO JOIST ro WNL PANEL WNL PANE PUNS W/a131'cY ME roP PUTE w/(3)a 1m'.J MADS 0 6'O.C.ALONG LENGTH TOE NABS PER NOH OF BRACED WALL PANEL (J)0131'cY FAT NMS EIGHT EIDE CONTIxuOUs laM a131'sY TILE NMs (3)at3t'.Y TOE TRUSS/RAFTER TO BRACED WALL ATTACHMENT anPS FRE W °�J06T o 6'00.FROMFROM JOsr m SILL Pcxr HDExc (SEISMIC DESIGN CAT D0. D1 & D2) HM JOIST To�EiATEr0E Nasi ro s01 PLATE uEIaER 0.r E 31Y 13E1DW 00.ALaxc FOUNDATION ONLY REDUI ED BAKED WALL PANEL FOUNWOON ONLY REDUWALL.PANEL. FOR SDEIILC H D2 FOR SEISMIC,D DESIGN D2 CAIEGOBL6 Do,Ot k o? CATEGORTS 00,DI h D2 lid 2015 INTERNATIONAL RESIDENTIAL CODE FIGURE R602.10.8(2) ¢od BRACED WALL CONNECTION WHEN PARAIIEL TO FLOOR/CEILING FRAMING ( S Warning It is a violation of the NYS Education Law Article 145 for any person,unless he is soling under the direction of a licensed Professional Engineer,to alter this item In any way. STATS SEAL, SEAL: ��CJF NEIIr�„ RLE <� � aLLtrrrr� PRE-32547 �; * STATE' 1,651 STATE' NY �? TYPE RANCH . �o aBNTzSo w.r MODEL APPROVED ram CUSTOM DRAWING: DATE 5/21/18 SHEAR WALL PFS CORPORATION 03/29/18 CONNECTION OEfALS Bloomsburg,PA SHEET` 9A SURVEY OP PROPERT! AT LA UREL TOWN OF SOUTHOLD SUFFOLK COUNTY, X ye�, 1000-127-04-25 SCALK 1'=30 5EP7WBER 5, 2017 0 SEPTEMBER 13, 2017 (PROPOSED HoUq� Orr Ar NOVEMBER 28 2017 (CER77RCA77ON5)�,'J MAY 15, 2018 (PROPOSED HOUSE}--'-I, REVIEW ONLY Date: 5/21/18 9 PFS CORPORATION 1 Bloomsburc,PA 0 10 SIT "7 Ir 7W- 3� c, A-IZ J ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR P� �' �' � 0 EARTH/ COMPACT FILL J BASEMENT oo, POROUS FILL/ GRAVEL mac, 097252 FESSaO�P (MAIN FLOOR) CONCRETE BLOCK 10 FRONT PORCH MAN (1 ST) CAST-IN PLACE CONCRETE 101 SIDE ENTRY MAN (1 ST) PRE-CAST CONCRETE _ Tei % WOOD FRAME a ��\ CONSTRUCTION-(Small Scale) I �,, ___ ___.._ DRAWING SYMBOL SCHEDULE , STONE WALLS t - �' BUILDING SECTION, WOOD FRAME 12 - -1 Q REFERENCE DRAWING NUMBER CONSTRUC,TIO - 8 — N a Scale) 1.. ISSUED RIGID : FOAM INSULATION „ Al-1 or - REFERENCE DRAWING NUMBER FIBERGLASS BATT INSULATION (16 DETAIL REFERENCE _ , DRAWING NUMBER EXTERIOR INSULATION AND u , FINISH SYSTEM 0I -I ROOM NAME- NUMBER /., Too ENTRY HALL 0 E3 0 „ � � � -;; IL EXTERIOR CEMENT STUCCO - . SYSTEM WINDOW TYPE 01nM C3 � WOOD- FRAMING, ROUGH : - f� ,;.%'�i LUMBER EXTERIOR DOOR TYPE = REVISED: WOOD- BLOCKING 2°X7° N ,° INTERIOR DOOR TYPE - WOOD- FINISH LEVEL LINE CONTROL POINT TAPPER RESIDENCE OR DATUM PLYWOOD-(Large Scale) ( FOUNDATION E I N + ACCESSORY2LEGEND , SCALE. N.T.S. TOWN OF R IVE R H EAD CLIMATE AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM: 49 SOUTH COUNTRY RD. 2250 DELMAR GROUND SNOW WINDSPEED SEISMIC DESIGN WINTER DESIGN TEMP ICE SHIELD WESTHAMPTON BEACH, NY LAUREL, NY 11948 LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT READ FLOOD HAZARDS PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL.COM 20 130 A - B SEVERE 3'-0” MODERATE TO HEAVY SLIGHT TO MODERATE- 13 DEG YES PAUL DILANDRO P.E. TABLE OF DRAWINGS PROPOSED COVERAGE STRUCTURAL ENGINEER 99 WHIPPOORWILL LANE EAST QUOGUE NY, 11942 STUD L� GENERAL UTILITY INFORMATION FRONT PORCH: 130 SF STUD I I , A-1 ,0 GENERAL INFO. N.T.S. , SILL PLA i I STUDI SIDE ENTRY DECK: 20 SF DouBLETOPPIATE I TEL 631-680-3590 B I i i EMAIL: PAUL.DILANDRO@GMAIL.COM ° FLOOR PLANS RAFTER o STUD LBP 1/2(2x'2 WASHER) MAS �� B A-2.0 FOUNDATION + PORCH DECK PLAN 114 = 1'-0" TOTAL : 150 SF TWO .. DOUBLETOPPLATE ° o H1.5A � 0 0 o MAS.G ° Io ELEVATIONS + SECTION DETAILS "4 ° FLOOR RAFTERS • TAPPER 0 o I SND A-3.0 ELEVATIONS + SECTION DETAILS VARIES o BOTTOM PLAT ° o SUB FLOOR RESIDENCE ° ° •° ° o 2250 DELMAR DR TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL SILL PLATE-FOUNDATION CONNECTION LAUREL NY 11948 SIMPSON STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 @ H2.5A LVL RIM JOIST ° SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBP 112 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 1 IO MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-IOd x 1 1/2' FASTENERS: STUDS 16"o.c. FASTENERS: MAS: LBP 1/2: TO PLATES:5-1 Od x I 1/7' USE 10-8d x I 1/7'NAILS @ EA.H2.5A o ° LOCATE 3'-9"o.c. LOCATE 6'-0"o.c. TO STUDS:NONE o o TO STUDS:6-1 Od x 11/2" TO SILL:2x2 WASHER 00 oTPo OU ° ° GENERAL NOTES: DOUBLE TOP PLATE ° INFO TOP PLATE STUD o 0 0 o n STUD 0o ° o RSP4 0 DOUBLE TOP PLATE R _ ____..._. .. ....- _. ._._.. _.... .. � I °° . ° STUD RAFTER SP4 ! HE SILL PLATE _ _.._._..__. _.. _.-..._...... _ ..-_.. _._...._. ... STUD SPt °° o FOUNDATION c o 0 o ° AV In AIF IL TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD SILL PLATE STRAP CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBEFCS20 OR LSTA30 W LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 OR SPI 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-IOd xl 1/2" FASTENERS: STUDS I6"o.c. FASTENERS: CS20: LSTA30: FASTENERS: SP4: SPI: TO PLATES:5-1 Od x 1 1/2" USE 8-8d x 1 1/7'NAILS STUDS @ 16'o.c. STUDS @ 16"o.c. TO PLATES:NONE TO PLATES:4-1 Od TO STUDS:NONE TO STUDS:6-1 Od x 1 1/2' TO STUDS:6-1 Od x i l/7' TO STUDS:6-1Od x 1 1/7' TO STUDS:6-10d 3 STRAPPING DETAILS JUNE 22, 2018 SCALE: N.T.S. �pF NEW Y �� DIL-1 � �. cr r i w i 1 z c�O 097257 OFESSIO�� 0 0 co M co Q Q ®v- 44'-0" S - - - - - - - - - - - - - - - --- - - - - - -- - - - - - - - - - - \ \ I _ I 42--8" N 8 FOOTING CONSTRUCTION: FOUNDATION WALL CONSTRUCTION 8"x 16"POURED CONCRETE 8 POURED CONCRETE WALL WITH I \ / \ % I ,\ , \ \ \ / \ �- \/ \,.' ,T ; '\ t ISSUED: 1 FOOTING WITH (3) #6 CONTINUOUS #6 VERTICAL REBAR @3,'j,'O.C. REBAR TIED TO WALL REBAR AT BOTH WAYS 4'0.. BUILDING PERIMETER. PROVIDE 3" �nrill 1 OF CONCRETE COVER ON ALL _ - REBAR TYP. — — — — -� �,, /, ., / \ \ \ ,' \ /r /' / ..... I .ti. l 8..1 I I 8' _ 6-0" 7-12 7-12 7 1 6-52 4-0 / f o j 2'-10" 6._0.. ... �� \ , ''�, � ' .i/ _......-_......... � ' I I //------- N I — —— I I ° I I I I ° I I ° I I I I I I I Lpo ROVIDE 4 RAIN AT 1 I _ __ X REVISED: TYPICAL 30"x 30"x 16" 4 DIAMETER/a THICK .:" I / / . \ ' `\ \ ;%,\ /' UP 14 RISERS OTTOM OF STAIR WELL = ' ' ' ' ' ` @6•EACH ' I DEEP COLUMN FOOTING STEEL COLUMN TYP 1 1 N \- \/ ;' / �\ `\/ / PROVIDE 5"TYPE 'x"FIRE - _ 4 MIN. POURED CONCRETE SLAB e ---- Y. a I I I OVER UNDISTURBED SOIL RESISTANT GYPSUM BOARD _ %, \\ ;' �' \ '', / / ' \ f / --- FINISH ON CEILING M - \ / \ i/ / ` f / / , \ / ---- ----I I I I _ /\X// ------ ----- Eo - - \� /X? 8 6 \ \ \ \ 1 --- — 1 i n i i In t n \ // /," /1 \ / fr\i ,r '` / / :_ _ 5-8 " 5 sz 4-6" /;" / \ •INDICA�ES STORY FRAME\ / \\\ !,• \ -- 211-4" 39 52 / \ / \ i \ DWELLING OTHERS T" L - - - - - - - -- -- - - -- - - -- - - -- - - - - - - \ o - _ - \- --- I I / , y, r- — — ——— + - i -- 25'-4° I 12._2.. 49 SOUTH COUNTRY RD. -- WESTHAMPTON BEACH, NY a°MIN.POURED ------ _T PHONE: 516-721-9474 3 x3 x 1 FOOTING \ y:. �, ;' , Zb CONCRETE SLAB _—_ —_— I \ J y EMAIL: CZARNECKIDESIGNS@GMAIL.COM ON GRADE GARAGE SLAB / ' ' \ �'\ PROVIDE 4 MIN. POURED CONCRETE --- ---- = 1 SLAB OVER CLEAN SAND AS REQUIRED& o COMPACT TO 95/o CAPACITY. I 1 PROVIDE 8"TYPE "X"FIRE — — ——— I --- --- I '/ / RESISTANT GYPSUM BOARD I �" , ;' ' T % ' , ' PAUL DILANDRO P.E. FINISH ON CEILING _ ; ;". 1 '' / \ - / \ \ \ \ \\ , STRUCTURAL ENGINEER \,`/ \\ /• ;• \' 99 WHIPPOORWILL LANE 'o w } ( UP.I6RISERS ( / /' 4 �\ \` ' l EAST QUOGUE NY, 11942 o Q I 1 I @7?EACH co U w LL 0 I I v ` '� '/ R\i �\' ' 1 = Q U O I L------ - - - - -- - - -- -- - - -- - - -- - - - - - - � � oU - t LL z F- 0 z 80 TEL 631-680-3590 z N w 4"MIN, POURED CONCRETE _ �. \ / ` \\ STONE OVER CONCRETE _ EMAIL: PAUL.DILANDRO@GMAIL.COM Lo L %\ 30 -PORCH SLAB COLOR TBD. SLAB ON COMPACTED SOIL \ `, \ / \ / 3 0" 1 \�,. f , � , ,, ,, `\ , ,',� , -- -------- ------- --- -------- --- TAPPER \ `l \ '% ' ----------------- \/ • — — — — — — — — — — — — — — — — -- - - - RESIDENCE 2'-2" ---------6 92 --J 2 2.. 12' 2.2.. 6.. 2'-7" 6'-01I 2'-7" 6'-0" 17'-5" 4'-8" 2'9" 161-611 2'9" � 26'-0" 26'-0" 2250 DELMAR DR LAUREL, NY 11948 TYPICAL 6x6 ACQ COLUMNS FOUNDATION + Q PROPOSED PORCH PLAN FOUNDATION PLAN 2 PROPOSED PORCH PLAN SCALE: 1/4" = I '-0" SCALE: 1/4" = 1 '-0" e JUNE 22, 2018 �pF NEW Y co �� ,14. DIL j 0� r � 097252 Op Bopp-wO� DECORATIVE DORMERS: NEW(2)6-0"x 4'-8"ROOF DORMERS T.O. GARAGE & DORMER/ RIDGE _.. _-� —_- -- - »_ — ---- ------- -- -- — -- - — =_ -- - - -------------- SITE -SITE ELEVATION: +17'-10112„ 72 12 INDICATES 1 STORY PRE-FAB. __ ._. .. - - ISSUED. - - DWELLING BY OTHERS ROOF CONSTRUCTION: 12 _. _INDICATES 1 STORY PRE FAB __.... _........._..... . 3� _. DWELLING BY OTHERS..__..... ._.. _.. . _....._........... ARCHITECTURAL.ASPHALT ROOF SHINGLES 4-8' 30 YEARS OR BETTER (COLOR TO MATCH _...._......................__._........_....._.......... MA - - IN DWELLING OVER 30# FELT PAPER ON T.O. PORCH/ B W ._. � _ ». ---- ----- ..... __. .... . __.�.._.- .. _................_.... . __...... ... . ,._.. „ RIDGE i s "PLYWOOD'SHEATHING OVER 2x12 _._.. ... _ _ ... .. _..... _..... .__. _ ... . _.__............. _ ... ......_..... _ . / ................................................................ .. SITE ELEVATION. +9'-8 %//% 'i a :: -:.: - .._. _. . _. i AND 2x8 ROOF RAFTER @ 16 O.C. - --.... -.. �i j TRIM _... _.._ ... .... . y (FASCIA, RAKE,CORNER aooa � aa J/1 BOARDS,COLUMNS PVC OR EQUAL QUALITY 0 C3 0 0 RAILING : T.O. FRONT PORCH REAR DECK _. • ; � � a �' � � " ,; 's�,� 36"HIGH CON'POSITE GUARD RAIL SITE ELEVATION: +1'-8" . . . _..................... _. _..........._ .. _ .. .:.....::._ . T.O. FOUNDATION --- ---- _- - - --- - - - — - -- ------ --- -------------- ---- ---------- --------- - ---------------------- --------------- ----- ----------- --SITE ELEVATION: +0'-8112" .. _M __ _ l --------- -- ---------- — - -- -- -. ----- ---- -- - - ----- � T.O. PORCH / DECK FOUNDATION -_-_—_ ---- 13 E�L2�-r3-Ln E--2 __ --__---- REVISED: SITE ELEVATION: +0'-1 112" T.O. GRADE SITE ELEVATION: +0'-0" (FRONT) ELEVATION 2 SIDE LEFT ELEVATION SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" — — — — — — — — — — — — — — — — — — — — — — — — —� I I ROOFING: I I ARCHITECTURAL ASPHALT SHINGLES DORMER WALL CONSTRUCTION: DORMER ROOF CONSTRUCTION: 49 SOUTH COUNTRY RD, 18"VINYL SIDING OVER 30# ARCHITECTUAL ASPHALT ROOF SHINGLES 30 YEARS WESTHAMPTON BEACH, NY FELT PAPER OVER 3/4"CDX OR BETTER OVER 30# FELT PAPER OVER 3%a"PLYWOOD PHONE: 516-721-9474 PLYWOOD ----f- ROOFING UNDERPAYMENT: PLYWOOD OVER 2x4 STUD WALL OVER 2x8 RAFTERS EMAIL: CZARNECKIDESIGNS@GMAIL.COM 30# FELT @ 16"O.C.AND FIRESTOPPING HALF ROUND GUTTER SUPPORTED ROOF FRAMING: AS REQ'D. W/STRAP TO ROOF DECK I 2x10 WOOD FRAMING T.O. GARAGE & DORMER/ RIDGE - _ __ �--------------------- SITE ELEVATION: 17-10112" ---- ------------ --------- ,n ,� �� .� �� " _..._..»_..�..»» ------------------------------------------------------------- + W w " ," Al " AlXI GI IXI RAFTER @ 16 O.C. H H H H H H H H PAUL DILANDRO P.E. TRIM SOFFIT: CEILING FRAMING: STRUCTURAL ENGINEER 1x6 PVC99 WHIPPOORWILL LANE 2x4 CEILING JOIST @ 16'O.C. I I EAST QUOGUE NY, 11942 SCREEN: PROVIDE INSECT SCREEN I CEILING FINISH: V-GROVE PVC CEILING 3%"x 9%4'BEAMBLOCKING AS REQUIRED 4 I I A3.0 I I t T.O. PORCH BEAM TEL 631-680-3590 -- _ __ - ____ _:—__— __ _ __». __ _ ._--_..._.__... ----........_... -- --._.__».._._---__._.__T—_-..__ --._ »_—_- _-.._..__.____...--_.-..__.w....--_._..__..-.___._.__ _»_�----------------- EMAIL: PAUL.DILANDRO@GMAIL.COM I I SITE ELEVATION: +9'-8" I I , 4 DETAIL - wALL sECTION TAPPER SCALE: 1 1/2" = T'-O" RESIDENCE T.O. FRONT PORCH REAR DECK 2250 DELMAR DR SITE ELEVATION: +1'-8" — — — LAUREL, NY 11948 rihT.O. FOUNDATION ----------__--- 1___ —___—__.—__ —___ _w —__— __.—__ __ ___ __ —__ __w ______ __— _ ___ __—.__—___ _».—.__..—__—__._.__—__»_.•.---- -_._.- ------- - IT - 11 - 71 T SITE ELEVATION: +0'-8112" FLASHING: , T.O. PORCH / DECK FOUNDATION- -:---- -- -r-,_1 ----------------- ----------- -- -- -- -- __ _ EXTERIOR STONE: INSTALL GRACE OR EQUAL FLASHING BETWEEN SITE ELEVATION: +0'-1 112" - — L _ __—__— __—___--____________ __ -__---- -- --- - ------ - _ ---------- ------------------ 1 SLAB FLOOR AND WOOD FRAME OF MAIN T.O. GRADE STONE PAVERS BY OWNER - I I DWELLING SITE ELEVATION: +0-0' 5 ELEVATIONS + 7777 A3.0 I: SECTION DETAILS CONCRETE SLAB: o BASEMENT SLAB CONSTRUCTION: FOOTING CONSTRUCTION: I 4 POURED CONCRETE SLAB OVER a a MORTAR BED OVER STONE PAVERS I I P 4"POURED CONCRETE SLAB WITH 6x6-10/10 8"x 16"POURED CONCRETE FOOTING WITH l WWM OVER MECHANICALLY COMPACTED (3) #6 CONTINUOUS REBAR TIED TO WALL SOIL-PROVIDE%"PERIMETER EXPANSION REBAR AT BUILDING PERIMETER, PROVIDE 3" 1.' \ ::.:., _.• HURRICANE TIE DOWN STRAPPING: JOINTS CONTROL JOINTS AS REQUIRED F CONCRETE COVER ON ALL REBAR .;•.._ N . . 1 SIMSON LTP42 @16 O.C. W/ O R (IYP.) 1 T.O. CONC. SLAB: BASEMENT '• _ __— —_ r---- SILL PLATE: - ------------- -------- o- --- ------------- VtJ SITE ELEVATION:-8'-2112" - — -- ----------- -=----- ` I I DOUBLE 2 x 6 ACQ PLATE ANCHORED TO FOUNDATION WALL T.O. FOOTING I 1 SITE ELEVATION: -8'-61/2" 4 I TERMITE SHIELD: ---- - - I I COPPER TERMITE SHIELD SEAL ALL _ . _..._....._... . I SEAMS AND HOLES AROUND 1 FOUNDATION PERIMITER ANCHOR BOLT: _ 5/8"DIA. @ 24"O.C. 3 S E CTI O N A-A 5 DETAIL WALL SECTION FOUNDATION WALL: JUNE 22, 2018 SCALE: 1 1/2" = l'-0" 8"POURED CONCRETE WALL WITH #6 SCALE: 1/4" = 1 '-0" VERTICAL REBAR @3�O.C. BOTH WAYS