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HomeMy WebLinkAbout48857-Z �O�OSUFf�lkrpGy . Town of Southold 8/6/2024 a P.O.Box 1179 0 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45427 Date: 8/6/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 11925 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-45.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/6/2022 pursuant to which Building Permit No. 48857 dated 2/3/2023 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: modular single family dwelling with unfinished basement covered entries rear second floor balcony and rear deck with in ground swimming pool fenced to code as applied for. The certificate is issued to Griffin,Carter&Sara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0945 6/24/2024 ELECTRICAL CERTIFICATE NO. 48857 6/11/2024 PLUMBERS CERTIFICATION DATED 1/11/2024 Nzara Plumbing ASL/ r Au t o ze nature oSUFfQI�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . y�ol SOUTHOLD, NY � ��t 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#: 48857 Date: 2/3/2023 Permission is hereby granted to: Griffin, Carter 11925 Soundview Ave Southold, NY 11971 To: Demolish existing dwelling and construct a new single-family modular dwelling with HVAC system as applied for per SCHD approvals. Additional certification may be required. . Lndedt /2�3/2k�r At premises located at: 11925 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 54.-5-45.5 Pursuant to application dated 12/6/2022 and approved by the Building Inspector. To expire on 8/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,731.60 CO-NEW DWELLING $50.00 DEMOLITION $305.70 ELECTRIC $85.00 AMENDMENT TO PERMIT $352U SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE �$300?00 Building Inspector o�s�fFQ TOWN OF SOUTHOLD �� ay BUILDING .DEPARTMENT . z TOWN CLERK'S OFFICE oy . SOUTHOLD, NY col 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#: 48857 Date: 2/3/2023 Permission is hereby granted to: Griffin, Carter 11925 Soundview Ave Southold, NY 11971 To: Demolish existing dwelling and construct a new single family modular dwelling with HVAC system as applied for per SCHD approvals. Additional certification may be required. i At premises located at: 11925 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 54.-5-45.5 Pursuant to application dated 12/6/2022 and approved by the Building Inspector. To expire on 8/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,731.60 CO-NEW DWELLING $50.00 DEMOLITION $305.70 Total: $3,087.30 Building Inspector \AOF SOUr�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� �O sean.devlinttown.southold.ny.us UNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carter Griffin Address: 11925 Soundview Ave city:Southold st: NY zip: 11971 Building Permit#: 48857 section: 54 Block: 5 Lot: 45.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Tom's Electric License No: 52893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 1 CO Detectors Main Panel 200A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Hood, (2)DW, (2)Mini Fridge, Micro, Oven, 200A Panel 40 Circuit/ 10Used, 200A 40 Circuit.38 Used, 50A Intermatic 8 Circuit/4 Used, Pump220GF1,(2)Lights120GFI 100WTra. Notes: Modular Service & Mechanicals / Basement & Pool Inspector Signature: Date: June 11, 2024 S.Devlin-Cert Electrical Compliance Form OE SOOIyo� - - -- J�J 1 * # TOWN OF SOUTHOLD BUILDING DEPT. °Crew, 631-765-1802 INSPECTION [ FOUNDATION 1 ST WD [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ - �4ViCA!5 oy- DATE INSPECTORFo u a0F50U1 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION � �( [ ] PRE C/O [ ] ENTAL EMARKS: DATE Y INSPECTOR ho�aOF SOblyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 �5 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: S Uw 6-sw( nu,�• 4ftwywo a ase op tzuAo4p DATE INSPECTOR hO��OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 0so,--- INSP,ECTION lvf FOUNDATION 1ST1 4 P /[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE 1 D INSPECTOR SOUIyO� I -- - - - # # TOWN OF SOUTHOLD BUILDING -DEPT. 631-765-1802 -INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�d ELECTRICAL (FINAL) ODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: e NQTS'a4 ;��l 4&rt� o-i lyv' 1 A vo u_r 6 0 r rn �( IC t C011n M �e DATE . l INSPECTOR pE SOUIyO� 4EL57 l # TOWN. OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 ' 'INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]. FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [_ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION A [ ] ELECTRICAL (ROUGH) ,] ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A4 ul✓ Sri/ v r �- r DATE INSPECTOR t hO��OF SOUIyOlo \ ,/ # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 q g �s>-l- I N SPEOTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CpAU�LJKING FRAMING /STRAPPING FINAL ND w p.("p Dfu& [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL V. REMA KS: w', lea, ?(Vmb2..-,, sou, ce-,W-b wFirtio.1 60, V49L ne • N-Ofv� . ova - OA-Z, OJID << � �R s DATE 6 INSPECTOR OF SOOIyo� V� I I l Z S �O ✓ TOWN OF. SOUTHOLD BUILDING'DEPT: " .. o�y 0 en Nam 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ _ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , [ ]" FIRE SAFETY INSPECTION [ ] 'FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: c� � ISIAA, l& q9,,C7_XlC, DATE - -INSPECTOR i S0UTy06 # TOWN OF SOUTHOLD BUILDING DEPT. �`y00Urm��' 631-765-1802 1 N SPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL '� `[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] .FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL(FINAL) [ ] CODE VIOLATION - [ ] PRE C/O [ ]. RENTAL REM RK ---- -- -- ------� �, Old, � S A_� (�Ttr - I $0w ,�� V&)VVOUAI�Agmw 7�gr vl f 4 � DATE INSPECTOR Town Hall Annex ��� Gy Telephone(631)765-1802 54375 Main Road a P.O. Box 1179 y Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 0l /111 a2� Building Permit No. - 48857 Owner: Carter Griffin (Please print) Plumber: A ZZ 4 fi/4 - (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 r7/Y(�i(� , 20� AGNIESZKA RENES SOPOLINSKI NOTARY PUBLIC-STATE OF NEW YORK fe. �� /✓� � No.01RE6334035 Qualified in Suffolk County MY Notary Public, County 1 Envelope Leakage Test Testing Company: Technician! Name:. New York Building Technology Group Name: . Netaniah Kingston, Address: 159 Rt 25a Credentials: WIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg..com. : Miller Place, NY 11.764 Phone: 6314950289 . www.nybtg.com Building Information: Customer Information: Project ID: 11925 Soundview Ave Name: Address: -11.925 Soundview Avenue Address: Southold, New York 1197.1 Geo-Tag.Data:. :Latitude:41.075859. Longitude:-72.449236 Timestamp:2024-01- 10:32:01 Measulred.Leakage: .92 ACH5 Leakage Target: 3.00 AC 0 Compliance with Leakage Targ t: Pass Test-ID: Multipoint. Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 2,126.1 (+/-0.9%) Effective Leakage Area: 128.2 in? . Building Volume: 43;713.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 193.0 (+/-6.1%) Exponent(n): 0.613 (+/-0.017) Correlation Coefficient: 0.99962'. Test Standard: ASTM E779 (single mode) Test Mode:.Depressurize Test Characteristics: Pr6.1ndoor Temp: 63 OF Post Indoor Temp:.63 OF Pre Outdoor Temp:44 OF Post Outdoor Temp:44 OF Altitude: 0.0 ft Time Average Period: 10 seconds, Test Date and Time: 2024-01-1210:32`.35 300 } ! ! t ,Depressurize w.2000— c 800.- _ 400— 4 5 6 7 8 910 20 30 40 50 60 70', J Building Pressure(Pa) .® LO O ty) (D N � : G Envelope Leakage Test Test Readings: Target(Fa), Bldg_(Pa), Adj Bldg(Pa) Fan (Pa) Flow (cfm) Config Baseline -2.8. -60.0 -62.1 -59:4 -187.8 2,441.0 Ring A -54.0 -57.3 -54.6 -168.6 2,315.8 Ring A -48.0 -50.5 -47.9 -144.7 2,149.4 Ring A -42.0 -44.1 -41.5 -121.0 1;969:9 Ring A -36.0 -38.0 -35.3 -97.2 1,770.2 Ring A -30.0 -32.2 -29.5 -75.7 - 1,567.6 Ring A. -24.0- -26.4 -23.8 -58.8 1,385.7 Ring A -18.0 -19.6 -17.0 -39.5 1,141.0 Ring A Baseline -2.5 Test Equipment:- Flow Device: Model 3110V Fan Pressure Gauge: DG1000 Serial #:-6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.5 (6),© 2023 The Energy Conservatory, Inc. Page 2 of 2 Envelope Leakage Test Testing Company: Technician: Name: . New York Building Technology Group Name: Netaniah Kingston. Address: .159 Rt 25a Credentials:- RFIN XSQIV5 West Bldg $cite B -Email: , netaniah@nybtg,com Miller Place, NY 11764 Ph6ne: 631'4950289 . www.nybtg.com Building Information: Customer Information: Project ID: 11925.Soundview Ave Name: Address: 11925 Soundview Avenue Address: Southold, New York 11971 :Geo-Tag.Data:. .Latitude:41.075859 Longitude:=72.449236 Timestamp 2024=01.-1210 32:01 Measured Leakage: 2.92 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: = Multipoint. Purpose of Test: - IECC 12/15 Env. Leakage . Measured CFM50 2,126.1 (+/-0.9%)' Effective Leakage Area: 128.2 in? Building Volume: 43;71.3.0 ft3- Enclosure Surface.Area:O.O ft2 Coefficient(C): 198.0 (+/-.6.1%) Exponent(n): 0.613 (+/-0.017) Correlation Coefficient: 0.99962 Test Standard: ASTM E779 (single-mode) -.Test Mode: Depressurize :Test Characteristics: Pre Indoor Ternp: 63 OF Post Indoor Temp: 63 OF Pre Outdoor Temp:44 OF Post Outdoor Temp:44 OF Altitude: 0.0 ft Time Average Period:.10.seconds Test Date and.Time:. 2024-01-1210:k25; 3000 I. Depressurize i E..2000-— - tm 700— m 600,E J. 500'___ wo i E i T 7- 8 910 20 30 •46 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldg_(Pa) Fan (Pa). Flow(cfm) Config Baseline -2.8. -60.0 -62.1 -59.4 -187.8 20441.0 Ring A -54.0 -57:3 -54.6 -168.6 2,3.15.8 Ring A -48.0 -50.5 -47.9 -144.7 2,149.4 Ring A -42.0 -44.1 -41.5 -121.0. 1;969:9 Ring A -36.0 -.38.0 -35.3 -97.2 1,770.2 Ring A -30.0 -32.2 -29.5 . -75.7 11567:6' Ring A -24:0 -26.4 -23.8. -58.8 14385.7 Ring A -18.0 -19.6 -17.0 -39.5 1,141.0 Ring A Baseline -2.5 Test Equipment: Flow Device: Model 3-110V Fan Pressure,Gauge:. DG1000 Serial #: 6102 Calibration Date: 2020-01-27 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.5 (6),© 2023 The Energy Conservatory, Inc. Page 2 of 2 "g1i NEW YO.R,K ® ,, BUILDING' T E'C H N O L 0 G,Y, GROUP Affidavit Of 2020 NYECCC Compliance Date: 1/12/2024 Inspection Address: 11925 Soundview Avenue, Southold, NY 11971 This is to Certify that on 1/12/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 4197 Blower Door Test Result: 2126 Conditioned Volume: 1 43713 1 Leakage in ACH50: 2.92 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has bee ested 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: Bsmt Leakage CFM@25: 37 Supply R-value: 4.2 IReturn R-value 1 4.2 System 2: Attic Leakage CFM@25: 40 Supply R-value: 4.2 Return R-value 4.2 System 3: Leakage CFM@25: Supply R-value: I Return R-value Total Combined Leakage: 1 77 CFM@25 Leakage Limit: 1 1 167.881 JCFM@25 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 45 Required: 1 45 IM1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: I Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development �— 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 CD Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technol gy Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interggt ith the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of anUrroject inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building F chnoldgy Group G� Inc,and its employees shall avoid conflicts of interest with regard to its professional activitier's.� fV 1f �i ;e Cfl o 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 �, N Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.corrm�' � 'dj NEW Y:ORK tam . IBU•ILD'ING ,r C:49 TE C H N O,L0 GY GR 0U'P Affidavit Of 2020 NYECCC Compliance Date: 1/12/2024 Inspection Address: 11925 Soundview Avenue,Southold, NY 11971 This is to Certify that on 1/12/2024 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 4197 Blower Door Test Result: 2126 Conditioned Volume: 1 43713 Leakage in ACH50: 2.92 402.4.1.2 2020 ECCC Compliance: I 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: Bsmt ILeakage CFM@25: 37 Supply R--value: 4.2 Return R-value 4.2 System 2: Attic Leakage CFM@25: 40 Supply R-value: 4.2 Return R-value 4.2 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 77 CFM@25 Leakage Limit: 167.88 CFM@25 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 45 Required: 1 45 1 M1507 Compliance Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: Not Inspected HERS CIA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 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: 631 509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group .. 159 Rt.25A, Bldg. 1 Suite B NEWY0RK N IBUi�LDING Miller Place, NY11953 G R O U P Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 11925 Soundview Avenue City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Peconic Bay Builders Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Uncon. Basement&Vented Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 01/12/2024 Outdoors Temp During Test: 44 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA 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 Ty. :Furnace x Boiler Heat Pump Other t Venting 7Jl2 Draft Spillage Spillage CO CO E ciencg Fuel7, Pascal (Worst Case (Natural) (Worst Case (Natural) Rating: AFUE N P X 0 E N V Mx S NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary-Yes x Type: Standard Tank x Indirect_Tankless_ Size: 73 Style4 Common Vent❑ Water Heater No_ Instantaneous_Commercial_(See Note S below) (Gallon) Stand Alone 12 5 Venting Tw2 Draft Spillage Spillage CO CO Efftciencx Fue Typ� Pascal (Worst Case aturalWorst Case atural EF: ss N P X 0 E N M x S NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No Oven CO 78 PPM Ambient CO(During Oven CO Testing) 1 PPM IHeatin S stem E tcienc : Enter AFUE for f imace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel e: N=Natural Gas P=Propane O=Oil 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 Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Jan 12, 2024 1h brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 b New York Building Technology Group 159 Rt.25A, Bldg. 1 Suite B NEW YORK � IBUfL�DING Miller Place, NY11953 R o v P Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 11925 Soundview Avenue City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Peconic Bay Builders Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Uncon. Basement&Vented Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 01/12/2024 Outdoors Temp During Test: 44 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA 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 Ty�ea Furnace x Boiler Heat Pump Other E cien yl Fuel Typez Venting 7J pe3 Draft Spillage Spillage CO CO Pascal (Worst Case atural (Worst Case (Natural) Rating: AFUE N P X O E N V M x S NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Primary:Yes x Type: Standard Tank x Indirect_Tankless_ Size: 73 Style4 Common Vent❑ Water Heater No_ Instantaneous_Commercial_(See Note 5 below) (Gallons) Stand Alone 0 F ciencx5 Fuel Ty�e2 [�entin pej Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) (Worst Case atural EF: .59 N P X O E N Mx S NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No— Oven CO 78 PPM Ambient CO(During Oven CO Testing) 1 PPM 'Heating System E tciency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel e: N=Natural Gas P=Propane O=Oil 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) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Jan 12, 2024 lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth- Edition V.2 For 11925 Soundview Avenue - Southold, NY Peconic Bay Builders 121 C Main Street West Hampton NY 11978 (631) 830-5059 Prepared:b"Thoma'Baccar'I[ in accordance with,AC CA Manunl J,Bth edition,V2; signature _'�- Dater- 11/21/2022 i 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. 159 Route 25A Building 1 Suite B Miller Place,IVY 11764 'telephone: 631 b96-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3111 NEW"c" :dam JBUILDING Date: Oct 11 2022 First By. TomBaccarelia New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.comMb:www.NYBTG.com For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Design Conditions Outdoor design DB: 84.3°F Sensible gain: ;26286 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.7°F Latentgaill 5829 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 32115 Btuh Indoor RH: 50% Estimated airflow: 1127 cfin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitAC Manufacturer: Rheem Model: RA1436AJ1NA+RCF3621STAMCA+R95TA0701317MSA Actual airflow: 1127 cfm Sensible capacity: 31997 Btuh 122%of load Latent capacity: 3365 Btuh 58%of load Total capacity: 35362 Btuh 110%of load SHR: 90% Design Conditions Outdoor design DB: 15.7°F Heat loss: 28148 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer: Rheem Model: R95TA0701317MSA Actual airflow: 1127 cfm Output capacity: 68000 Bill 242%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. AtL * wrightsoft® 2022-Nov-21 14.05:37 Right Suite®Universal202222.0.03 RSU26095 Page 1 �'� ...ewAverue\11925_So"%iew Averue_Perrnitting.np CaIc=MJB FrortDoorfaces:E Manual S Compliance Report Job: 3111 Date: Oct 11,2022 NEW YORK IBM LDING " Second By. Tom Baccarella New York Building Technology Group 169 Rt25A 1301ding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.cem Web:vwm.NYBTG.com For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,W 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com 110 Design Conditions Outdoor design li 84.3°F Sensible gain: 25317 Btuh Entering coil li 76.3°F Outdoor design WB: 71.7°F Latentgain: ; 3846 Btuh Entering coil WB: 63.5°F Indoor design li 75.0°F Total gain: 29163 Btuh Indoor li 50% Estimated airflow: 1127 ctiTl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Sl itAC Manufacturer: Rheem Model: RA1436AJ1NA+RCF3621STAMCA+R95TA0701317MSA Actual airflow: 1127 cfrn Sensible capacity: 31798 Btuh 126%of load Latent capacity: 3345 Btuh 87%of load Total capacity: 35142 Btuh 121%of load SHR: 90% • • • Design Conditions Outdoor design li 15.7°F Heat loss: 29713 Btuh Entering coil DB: 63.7°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer: Rheem Model: R95TA0701317MSA Actual airflow: 1127 cfi71 Output capacity: 68000 Btuh 229%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. -�- wrightsoft® 2022-14ov-21 14:05:37 �Arm .w°=� •� • ��- Right-Sate®Uriversal 2022 22.0.03 RSU26095 Page 2 ...ewAverue\11925_Soudview Avenue_Permitlrg.rtp CaIc=MJB FrortlJoorfaces:E +. " Load Short Form Job: 3111 NEW YOflK IBUILDING Date: Oct 11,2022 �'' First By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sote B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:Www.NYBTG.com For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(D/o) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA Cond RA1436AJl NA AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7491574 Efficiency 95AFUE Efficiency 12.0 EER,14.5 SEER Heating input 70000 Btuh Sensible cooling 23660 Btuh Heating output 68000 Btuh Latent cooling 10140 Btuh Temperature rise 55 OF Total cooling 33800 Btuh Actual airflow 1127 cfm Actual airflow 1127 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.045 cknBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load HtgAVF CIgA/F (ftz) (Btuh) (Btuh) (cfm) (cfm) Mud 158 3210 2097 165 94 Powder 28 61 9 3 0 Ktchen 290 1717 4002 88 179 Dining 219 3614 4591 186 206 Living 433 3542 6275 182 281 Foyer 357 2825 1748 145 78 Bed 5 191 2747 3359 141 150 Hall 71 0 0 0 0 Bath 1 74 832 160 43 7 Bed 4 269 3371 2936 173 131 WIC 3 33 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t wrightsoft® 2022-Nov-21 14:05:37 ZCk °•� • -.Y�-a., Right-Sote®Uriversal 2022 22.0.03 RSU26095 Page 1 ....WAverue\11925_Soundview Averue_Permitting.rup Calc=MJ8 FrortDoortaoes:E First d 2120 21919 25178 1127 1127 Other equip loads 6229 1108 Equip.@ 0.89 RSM 23473 Latent cooling 5829 TOTALS 2120 28148 29302 1127 1127 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFratsoft® 2022-Nov-21 14:05:37 �� -b.b•n ,.�ma.. Riglt-Sute®Uriversa12022 22.0.03 RSU26095 Page t ...ewAverw\11925_Sourdlview Avenue_PermitGng.np Calc=MJ8 Frort Door faces:E Load Short Form Job: 3111 NEW YOHK r BUILDING Date: Oct 11,2022 Second By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.00m • • • For. 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA 'Cond RA1436AJl NA AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7491574 Efficiency 95AFUE 'Efficiency 12.0 EER,14.5 SEER Heating input 70000 Btuh 'Sensible cooling 23660 Btuh Heating output 68000 Btuh Latent cooling 10140 Btuh Temperature rise 55 °F Total cooling 33800 Btuh Actual airflow 1127 cfrrl Actual airflow 1127 clim Airflowfactor 0.045 cfm/Btuh Airflowfactor 0.046 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) Bed 2 253 3755 3203 168 147 Bath 3 60 938 245 42 11 Bath 4 53 177 111 8 5 Bed 3 223 3752 4405 168 203 Laundry 24 102 991 5 46 Hall 2 54 0 0 0 0 Loft 346 2911 3399 130 156 Upper Foyer 0 893 813 40 37 Upper Living 0 3634 3373 163 155 Master Bath 211 3502 2301 157 106 WIC 1 51 133 83 6 4 WIC 2 44 493 119 22 5 Master Bed 341 4850 5459 217 251 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ' wrightsoft® 2022-Nov-2114:05:37 �� ,R•N . »wm Wn»-a. Right-Sate®Universal 2022 22.0.03 RSU26095 Page 3 +CA ...ewAverue\11925_Soutdview Averue_Permitting.rLp Cale=MJ8 Front Door faces:E Second d 1658 25139 24504 1127 1127 Other equip loads 4574 813 Equip.@ 0.89 RSM 22608 Latent cooling 3846 TOTALS 1658 29713 26454 1127 1127 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t 4- wrightsoft- 2022-Nov-2114:05:37 •bR•�a w•, -.�m . RigMSute®Uriversal202222.0.03RSU26095 wAverue\11925 Sourdview Averue_Permitti Page4 e _ ng.rrp CaIc=MJB FroMDoorfaces:E Project SummaryJob: 3111 Date: Oct 11 2022 New YoaK G IB o��:gi" First By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@nybtg.com web:www.NYBTG.com For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Notes: ON Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF butside db 84 OF Inside db 68 OF Ilnside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19911 Btuh Structure 24686 Btuh Ducts 2008 Btuh Ducts 492 Btuh Central vent(109 cfm) 6229 Btuh 'Central vent(109 cfm) 1108 Btuh Outside air ! Outside air Humidification 0 Btuh (Blower 0 Btuh Piping 0 Btuh Equipment load 28148 Btuh 'Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration Equipmenisensibleload 23473 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) (Structure 2815 Btuh Ducts 649 Btuh Central vent(109 cfm) 2365 Btuh Heatingg Cooling ; Outside air Area(ftl) 2120 2120 Equipment latent load 5829 Btuh Volume(ft3) 19080 19080 Airchanges/hour 0.16 0.07 'Equipment Total Load(Sen+Lat) 29302 Btuh Equiv AVF(cfm) 52 22 IReq.total capacity at 0.70 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA Cond RA1436AJlNA AHRI ref 6465028 Coil RCF3621STAMCA+R95TA0701317MSA AHRI ref 7491574 Efficiency 95AFUE Efficiency 12.0 EER,14.5 SEER Heating input 70000 Btuh Sensible cooling 23660 Btuh Heating output 68000 Btuh Latent cooling 10140 Btuh Temperature rise 55 OF Total cooling 33800 Btuh Actual airflow 1127 cfrn Actual airflow 1127 cfrn Airflowfactor 0.051 cfm/Btuh Airflowfactor 0.045 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrGgf�tsoft® 2022-Nov-21 14:05:37 AMA Right Sate@ Uriversal 2022 22.0.03 RSU26095 Page 1 ewAverue\11925_Souxlview Averue_Permitdrq.np Calc=MJ8 FrontDoorraoes:E Project Summary Job: 3111 NEW YORK 'we• BUILDING Date: Oct11,2022 Second By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com • - •hiri • For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Notes: �esi•n h ormati• Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF 'Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr1lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16065 Btuh Structure 19335 Btuh Ducts 9074 Btuh Ducts 5169 Btuh Central vent(80 cfm) 4574 Btuh Central vent(80 cfm) 813 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29713 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration Equipmenlsensibleload 22608 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 5 Btuh 130 Btuh 'Central vent(80 cfm) 1737 Btuh Heating Cooling Outside air Area(ftl) 1658 1658 Equipment latent load 3846 Btuh Volume(ft) 16888 16888 Air changes/hour 0.16 0.07 Equipment Total Load(Sen+Lat) 26454 Btuh Equiv AVF(cfm) 46 20 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0701317MSA Cond RA1436AJl NA AHRI ref 6465028 Coil RCF3621 STAMCA+R95TA0701317MSA AHRI ref 7491574 Efficiency 95AFUE Efficiency 12.0 EER,14.5 SEER Heating input 70000 Btuh Sensible cooling 23660 Btuh Heating output 68000 Btuh Latent cooling 10140 Btuh Temperature rise 55 OF Total cooling 33800 Btuh Actual airflow 1127 cfin Actual airflow 1127 cfm Airflowfactor 0.045 cfm/Btuh Airflowfactor 0.046 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri atL5 1 - 2022-Nov-21 14:05:37 ^�^•�• �• -t!rm Right-Suite®Uriversal202222.0.03RSU26095 Page A�C+P ...ewAverue\11925_Sandview Averue_Permittirg.rp Galc=MJ8 Frord Door faces:E AED Assessment Job: 3111 NEW YORK Ig o�u 0 o Date: Oct 11,2022 First Ely- Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg,com Web:www.NYBTG.com • • • For: 11925 SoundviewAvenue-Southold;NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 • • - • • • B Hourly Glazing Load 16,000 14,000 12,000 a 10,000 8,000 3 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—m My A� /A®LdA Maximum hourly glazing load exceeds average by 36.3%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 686 Btuh (PFG- 1.3*AFG) t - =ightsaft- 2022-Nov 14:05:37 •-*•� -�• •.•mw•. Right-Sate®Universal 2022 22.0.03 RSU26095 Page 1 / A ...ewAverue111925_Soudview Avenue_Permitting.n{) Calc=MJ8 FrontDoorlaces:E AED Assessment Job: 3111 NEW YORN Y BUILDING Date: Oct 11,2022 ` Second By. Tom Baccarella New York Building Technology Group 159 Rt25A BLilding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com • - • • For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com ® - • • • • Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 -Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Hourly Glazing Load 12,000 i. 11,000 10,000 9,00 8,000 7,00 6,00 3 5,00 4,00 3,000 2,00 1,000 0 8 9 10 .11 12 13 14 15 16 17 18 19 20 H—orD y ZY /AEo6mn Maximum hourly glazing load exceeds average by 27.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2022-Nov-21 14:05:37 A. .».•�°«en.�•,» -.m Right-Sate®Universal 2022 22.0.03 RSU26095 Page 2 �� ....Averue\11925_Sorndview Averue_PermitGng.rLp Calc=MJ8 Fror3Doorfaces:E NfW YORiC �- BUILDING Right-J®Worksheet Job: 3111 First Data: Oct 11,2022 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name First Mud 2 Exposed well 201.0 ft 31.8 ft 3 Room height 9.0 ft d 9.0 ft heat/000l 4 Room dimensions 1.0 x 157.8 ft 5 Room area 2120.0 tt' 157.8 ft' TY Construction U-value Or HTM Area (T) 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 ' 12F Osw,. s.; ",.::0.065. ,n 3.40."€i:..;t).78"`°^ =383'i,..,., '342... 1164 ,;t,-267... . 27 '`. 27,: " =W JL� 0.300.'..n:',;u;":15.69 , '. 8'S6 "'• ..'40. ._... 0, 828 0a0.NYBTG.Defauifi " W 12FOw 0.065 a 3AO 0.78 522 376 1279 293 171 123 417 96 NYBTG Default 0.300 a 15.69 31.04 13 0 210 416 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 112 0 1764 3489 48 0 760 1504 11JO 0.600 a 31.38 13.92 20 20 „ ,-_ 631 280 0 0 0 0 W .;12FOsv' ..,.;_ . .. .. ,_..0.065 "s 3:40 "`.:'0.78 ;. ' '383 2 88 99- 1016 +t"t f 233 68;; ,. .;230 - 53 NYBTG"Defau@:..•. :, ..;;" 0.300 s ,.," 15,69 i'.; 15.39' 23:;u'a',; 0: .'.r365.'',<";r;'..'358' ^• .,0 0 '•';'r`o K' '0";, 0 NYBTG Default'. :: 0.300 �"s 15,69 :,-. 15:39 ..: .r`-` 40,', >,:'' 0 '631 619 0 0 a:' 0 0 0,600,- s .I,, 1.38 t a't'13.92.`s ".'20 20 , .. „'.631,,.c ::280 • «20 _ 20 .�.r;r6311 lre.w _s,280, _rw. v� 12FOsw 0.065 w 3.40 0.78 522 313 1063 244 0 0 0 0 �G NYBTG Default 0.300 w 15.69 31.04 48 0 760 1504 0 0 0 0 _ NYBTG Default- 0.300 w 15.69 31.04 161 0 2523 4991 0 0 0 0 C -.•:•„ .16630ad.:,. :::...';.M ... 0.032 :.=, 1.67 1':49 ... 9 .Y ... 9_ 15 %A3.' 0 °'.i, 0 . 0 0 F 19A-19bswp n Mw 0.049 - 2.01 0.36 „ „ 2120 2120 4258 757 .w 158 158 317 y56 -.. ....... .- ... ........... ........ - - ... _ t ' e .-.-.. ._ ,..._,.,„s a........,, a..,a ., is..t ..•1.,..,:::....k'irau"'v' , 6 c)AED a ,d. 686 10 Envelopeloss/gain 16937 14773 2446 2020 12 a) Infiltration 2974 227 470 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 6 1380 0 0 Appliances/other 8307 0 Subtotal(lines 6to 13) 19911 24686 2916 2056 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19911 24686 2916 2056 15 Dud loads 10% 2% 2008 492 10% 2%1 294 41 Total room load F219191 25178 3210 2097 Air required(clm) 127 1127 165 94 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F4d- 2022-Nov-2114:05:37 "'»" RightSuite®Universal202222.0.03RSU26095 Page ewAverue\11925_Soudview Averue_Permittirg.rLp Calc=MJ8 FrortDoorfaces:E . Right-.1®Worksheet Job: 3111 NEW YONK B of;DING Date: Oct 11,2022 First By" Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rtybtg.com Web:www.NYBTG.com 1 Room name Powder Kitduen 2 Exposedwall 0 ft 15.3 It 3 Room height 9.0 ft heat/cool 9.0 ft heaVmol 4 Room dimensions 5.5 x 5.0 ft' 19.0 x 15.3 ft 5 Room area 27.5 ft= 289.8 It' Ty Construction U-value Or HTM Area (fF) Load Area Load number (Btuh/Il-°F) (BtuhII2) or perimeter (11) (Btuh) or perimeter (ft) (Stuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11��II 12�Osw ;. ::'`".'.,0:065 n 3.40 ;0.78.,_._ MO.',, 0 0 ;0 0 :l=G NYBTG Default' _.w:;;'„ ,0:300' ri. "A5.69 8,5fi ,'• ^�-o _ '0 0,_''tl .w,0, W 12F09w 0.065 a 3,40 0.78 0 0 0 0 0 0 0 _ 0 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11J0 0.600 _e 31.38 13.92._ ,..,_..,_0,......, ....0_ 0 0 0- 0 0 0 W .. 12F,Osuv^'. 0.065 s 3.40 " 0.78 0 ., :,.0 0............:"p'0.- ^'-137 NYBTG Default 0.300,.s c 15.69 ' ":15.39 0 ; 0 "'.0,.` ':: 0 23 .^ .0 NYBTG Default,' ;.: 0.300 "a" 15.69, 15.39: 0 0. 0 0' 0 0 ` 0, 0 0.600 ;.s., :c„31.38.:...,,13.92 . ...._ ,;,0_ .._.r0 0 v� 12F-09w 0,065 w 3AO 0.78 0 0 0 0 0 0 0 0 I--G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 I--G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 C,...:" 16630ad; ': m';. ::'.. ::..:::,0,032 .1:67 :::.,1'.49':.. ",: ':�41..„ 01 . 0 0: :'a'.a0 0. ,.:'.: .:':Ra. >: :.:..0 �19bsnnp 0.049 - 2.01 0.36 28 28 55 10 290 290 582 103 .A ^ 6 c)AED excursion -1 -427 Envelopeloss(gain 55 9 1334 123 12 a) Infiltration 0 0 226 17 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes/olher 0 3784 Subtotal(lines6 to 13) 55 9 1560 3924 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 55 9 1560 3924 15 Ductloads 110% 20/6 6 0 10% 29/6 1571 78 F[ Total room load 61 9 1717 4002 Air required(c m) 3 0 86 179 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrigF�tsoi t 2022-Nov-21 14:0537 / Q= "" V Rigtt-Suite®Urrversal 2022 22.0.03 RS026095 Page 2 ewAvenue\11925_SoudAew Aveme_Permitfing.nQ Calc=MJ8 FrortDoorfaces:E NEW YORK May BUILDING Right-JO Worksheet Job: 3111 �::a First Date: Oct 11,2022 New York Building Technology Group By: Tom Baccarella 159 Rt25A BUlding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Dining Living 2 Exposed wall 30.0 ft 29.3 It 3 Room height 9.0 ft heaV000l 9.0 It heaV000l 4 Room dimensions 19.0 x 11.5 It 1.0 x 432.7 ft 5 Room area 218.5 ft' 432.7 W TY Construction U-value or HTM Area (ftl Load Area (ft2) Load number (BtuhAF-°F) (Btuhl" or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NOS Heat Cool 6 'yJ^. 12FOsw, :..' : .... , ,0.065 `.•n; 3.40 ".: 0.78.'=.'•4`, y•.0 "° .0 Q ..; ,,MO._...;, ;'.<r27 r..;. ..: 27;':`:;,.. ..,-92 .-r-...2f L, G.NYBT.GDefault,_ __:.. _ r.,"'. 0.30.0_`.n t5.69.•...:..8.56.,... 0 .L:._ .M.:O .:.. :::0 0 0 0.. ,. .,_,.0 .0 W 12F-Osw 0.065 a 3AO 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11 NYBTG Default 0,300 a 15.69 31.04 0 0 0 0 0 0 0 0 W NYBTG Default"''•` 0.300 s 15.69 15.39 1 0 0 0 0 0 0 0_ 0 11JO 0.600 a 31.38 13.92 0 :c, 63 215 49, 27 27 92 21, '12 SAW 0 ' :0 -0 0 0 '' 0 0. NYBTG Defauk + „ 0.300. `s : 15.69 15,39, 40• "0 "631 619 0 0- :0'` 0 11J0 D.600 s 3 .3 0 1.38 :i>.1 .92':,. .. „,0 0::. .. ,.l)._.,.._. `A ._._ ,0: 0 _...._ 0 ViV 12FOsw 0.065 w 3AO 0.78 167 86 293 67 209 129 438 101 Ih-G-G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 80 1 0 1261 2496 80 0 1261 2496 1.67- >,;:1:49_..: `.:.' D „i - .... :.O; ...s..:.:0, ::.:. k 0 ar'i': , -_,D. D F 19A-19 0.049 « 2.01 0.36 219 219 439 78 433 433 869 155 gip. ..",._..-,._.. ._;.�..._.... .. .. , , .... M l . . . .,, ,... ._.-._....,, ;s , 6 c)AED excursion 477 541 Envelopeloss/gain 2839 3786 1 2752 3334 12 a) Infiltrafion 444 34 433 33 b) Room ventlatdn 0 0 0 0 13 Internal gains: oocupants@ 230 0 0 6 1380 Appliancesrother 6821 1400 Subtotal(lines6 to 13) 3283 4502 3185 6147 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 33 5 14 Subtotal 3283 4502 3218 6152 15 Dud loads 10% 2% 331 90 10% 2% 324 123 Total room load 3614 4591 3542 6275 Air required(dm) 186 206 182 281 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrigi�tsoft� 2022-Nov-2114:05:37 c Riga-Suite®Universal 2022 22.0.03 RSU26095 Page 3 ..ewAverue111925_Soudview Averue_Permit6ng.rLp Calc=MJ8 FrortDoorfaoes:E NEW YORK is oIV(DING Right-JO Worksheet Job: 3111 : Oct 11,2022 First Data By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone;631-495-0289 Email:Tom@rrybtg.com Web:WMV.NYBTG.com 1 Room name Foyer Bed 5 2 Exposed vtell 20.0 it 28.0 it 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 356.7 ft 16.3 x 11.8 ft 5 Room area 356.7 ft2 190.9 ft2 Ty Construction U-value Or HTM Area Load Area Load number (Btuh/ftr--'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat cool _. _... . 6 12F-Om ,..:$::.Gr„°a0 ,' 0 106 90 305, .- 70 -.: NYBT-GDefault:::, ". ": ,-! 0:300. :n,`:_ 15.69 ::.8.56 -_.i:- 0 . O `: ::'.;0;::�'.'d.:_.i0,: �. ..16 ."'_ ... .A .;.:,,"_253 _... .'._138 IW - 12F Osw 0.065 a 3AO 0.78 180 131 445 102 0 0 0 0 l--c� NYBTG Default 0.300 a 15.69 31.04 13 0 210 416 0 0 0 0 11 I��_G NYBTG Default 0.300 a 15.69 31.04 16 0 243 481 0 0 0 0 11J0 0.600 a 31.38 13.92 20 20 631 280 0 0 -"•_,_,-»_0 0 12F-OsW..'; -b-065 's . - -3:40 '0.78 0 0. .• " ,:,,'0 i; - ;-0 „ . 0 0 0 NYBTG Default"<^ " :'0;300 •,s:, 15.69 15.39 0 0 0 '," 0 0 . 0 0'"'•;" ';•0 NYBTG Default 0.300 ,s" 15.68 "15.39 , 0 0 .0 ;,'. 0;` 0 0 0 . 0 .11JQ4.,, .::a',i;0.600 .,,.s. . 31.38 :»..13:92 . .,.,. ,0 0' 0 ..__.....0,» ._ 0 0 �j 12F�Osw 0.065 W 3AO 0.78 0 0 0 d 0 146 98 332 76 t-G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 48 0 760 1504 0.300 C_:...-. .1B30ad NYBTG Default •N 11.67 31.49 0 0.": 0 _0 0 F6 "b ., 0 , 0 0 F 19A-19 0.049 2.01 036 „.»„»357 357 716 127 191 191 383 68 .,"_ ,.. ..,..,• -,a..,_.,a.-,.,..e w:..,._„ '.::. .. :.. a ._. .. _,.... ., , �........,.a ...,_,"..,.,.. ..,, .. ,�......., r.,..Tm-7 .. ._ .._, ... ,. , ,Y. 6 c)AED exwrsion -60 348 Envelopeloss(gain 2246 1347 2034 2205 12 a) Infiltration 296 23 414 32 b) Room ventilation 0 0 0 0 13 Internal gains:" Occupants@ 230 0 0 0 0 Applianoeslother 341 1050 Subtotal(lines6 to 13) 2542 1710 2448 3286 Lessextemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 25 4 47 7 14 Subtotal 2567 1714 2495 3294 15 Ductloads 10% 2% 259 34 10% 20/6 252 66 Total room load 2825 1748 2747 3359 Air required(dm) 145 78 141 150 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF�tso/Pt^ 2022-Nov-2114:05:37 Right-SuiteOUrrversal202222.0.03RSU26095 Page4 eWAvenue\11925_SoLrdAeW Averue_Permit6ng.np Calc=MJ8 FrortDoorfaces:E Right-A)Worksheet Job: 3111 NEW YOAK 1 B DI ID�NG Date: Oct 11,2022 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A Brildirg 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Hall Bath 1 2 E)qosed wall 0 ft 10.0 ft 3 Room height 9.0 It heall000l 9.0 it heat/cool 4 Room dimensions 1.0 x 71.1 ft 1.0 x 73.5 ft 5 Room area 71.1 ft 73.5 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ftF) Load number (Btuh/ft;°F) (Btuhit) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool ry.�.'0 78 6 .yJ':.� ''12�Osw' .:;r.```;-�,'. '�•p,":•'0.065 n ;'3.40: �,'. 0 �.;64 �=G NYBTG.Defauft .k <;' .:0.300 n.. 15.69, .8.56 a' "..za :•:0, , .. . U 0,.,,A„..raµ:0. .,,....„ 8~ . ..... _ 0 ._.. ...:122 _ . 66. W 12F-0sw 0.065 a 3,40 `� 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 W.. . 12FOsw°;;,`:-J;: 7m;,: „ 06065..,s 31.38 3.40 a�U78 'i d^- ^.0, -...... .0 „0 , 0, 0 -.._._.,%.:..0.„_ 0 0 0 ` "s ''ni0 "0 0 0 0 NYBTG'Defauft; ';' '';'. 0.300 's ';15.69 15.39 js'a ;-`'0 i 0 0' '';,}_.;.nA 0, D 0 .0 NYBTGDefauft ' 0.300 s .15.69 '-'15.39,: ' '•'; 0 ' 0 '0 . y:>,0': 0'- •0 ' -.0 ', '.0 ' 0: '0 138 _ 39 0 0 0 0 0 1 600 s 3 1 2 i 0 0. 12FL09N 0.065 w 3,40 0.78 0 1 0 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 �f NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 C i6B 30ad'::; 0.032 0 ate, F 19A-19 0.049 - 2.01 0.36 71 1 71 143 25 74 74 148 26 ' » ..., ..M.-, .. , , - n ; i y. 71 r , „ 71 a , 6 c)AED emursion -3 -20 EmelopelossIgain 143 22 549 137 12 a) Infiltration 0 0 148 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines6to 13) 143 22 697 148 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -143 -22 59 9 14 Subtotal 0 0 756 157 15 Dudloada 110% 20% 0 0 10% 2% 76 3 Total room load 0 0 832 160 Air required(dm) 0 0 43 7 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. f'#.F wrYgF�tsoft^ 2022-Nov-2114:05:37 Righ6Sute®Uriversal202222.0.03RSU26095 Page5 ewkeruell1925_Sorrdview AverLe_Permitdrg.np Calc=MJ8 Front Door faces:E New xoaKRight-J®Worksheet Job: 3111 IeoitlGoiNy Data: Oct 11,2022 FirstBy: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:wvwv.NYBTG.com 1 Room name Bed 4 WIC 3 2 Fposed well 36.8 ft 0 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 268.6 ft 6.0 x 5.5 it 5 Room area 268.6 T 33.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (fly Load number (Btuhd-'F) (Btuh/Itl) or perimeter (fl) (B1uh) or perimeter (ft) (Btuh) Heat Cool Gross 'N/P/S Heat Cool Gross N/P/S Heat Cool 6 .W 12FOsiv µ .'' 0.l>65 ,n '3.40 ' 0;76 :.133 117 !--C YBTG Default.: . 0.300 "n 15.69 8.56__ 16 0 253 138 0' 0 0 0 w 12FAsw 0.065 "e µ 3.40 0.78 171 123 417 _t W 96 0 -0"it 0 0 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 48 0 760 1504 0 0 0 0 11,10 0.600 a 31.38 13.92 0 0 0 0 0 0 0 0 V11... .' 12Fbsw i", 0.065 m.. ' 3.40 A78 ",'27 27., .;� ,,92 r.. W i •• .21 _,.. 0 0 ,. 0.. ..._.....,..0 NYBTG Default. 0.300 >s. ';.15.69, :•, :15.39'... 0: `� `:';0 „0 : :,:,.a ,s 0 ';:' 0 0 :0.;' ;:. 0 NYBTG Default p.300 s 15.69 •:',•;15.39: 0 0 0,.: a" -'.•0 K 0 0 :, .; :0 ,' ;. 0 0.600 3,1.38:..:.13.92.".:- 0.: "_.._'..0.'..... :.:0: >... _'0 s• 0 0 9," s. _. T-Al2F0snr 0.065 w 3.40 0.78 0 0 0 0 0 0 0 " 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 0.032 µ'.9 » . . 9' 15.E>. 13 IF IF19A-19bsvup 0.049 - 2.01 0.36 269 269 539 96 33 33 66 12 , I 6 c)AED excursion -179 -1 Envelope loss/gatn 2473 1780 66 10 12 a) Infiltration 544 41 0 0 b) Roomventilation 0 0 01 0 13 Internal gains: Oocupants@ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6to 13) 3016 2872 66 10 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 45 7 -66 -10 14 Subtotal 3062 2879 0 0 15 Dud loads 110% 2%1 309 57 10% 2% 0 0 Total room load 3371 2936 0 0 Air required(dm) 173 131 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -g}.F wrYgtitsoft^ 2022-Nov-2114:05.37 Rtgtt Suite®Universal 2022 22.0.03 RSU26095 Page 6 ewAvene\11925_SotMAew Averue_Permitting.rp Calc=MJ8 FrontDoorfaces:E r+ewvo Right-J®Worksheet Job: 3111 aK leuiioi�; Data: Oct 11,2022 Second By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vwwv.NYBTG.com 1 Room name Second Bed 2 2 E)qosed wall 200.9 ft 33.8 ft 3 Room height 10.2 ft d 8.0 ft heall000l 4 Room dimensions 1.0 x 252.5 ft 5 Room area 1658.1 ft' 252.5 V Ty Construclion U-value Or HTM Area (W) Load Area (W) Load number (Btuhflt-F) (Btuw or Perimeter (ft) (Btuh) or perimeter (tt) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Uhl :12FOsv.' '-' OA65^«n ;�3,40 776.fB" 340 �300°, �1020 234 .:'118 102. 346 79 G-.Nl B_T.G De(atilY�• �; � 0:300 M_n, = 15.69_ ,-_8.56 _ .., :4Q O_ - '828'.._ �_343 16 0 -253 W 12F-0sw 0.065 a 3,40 0.78 �+464 335 1138 261 128 96 �325 y 75 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 129 0 2027 4010 32 0 507 1003 _ 11J0 0.600 e_ 0.00 0.00 _ 0 0 _ 0 0 0 0 0 0 W r"12F�O ',:.':'.' 3.40, 6t300. -1020 _ _ .:234" 24; 24,0 82 7, ;19 v' NYBT,GDefautt' _ 0.300 's "15.69 15.39 ; 40 x 0 . "628 ''616 G"0 0 0 0 0 0. 0 0 NYBTG Defaulti 0.300 'z, -.0.00' 0,00, 0 0 0 0 , _ _ "0600 :s.. o0 000' o. ;o, 'o. o 0 0' 11J0' _ 0 o. o 12F-09w - 0.065 w 3ACI 0.78 464 314 1066 245 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 97 0 1520 3008 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 54 0 841 1664 0 0 0 0 '�.'':1.49. ._..•2111:� -:..:,2111, . w3533:.�_<�3155 F 19A-19bswp 0.049 - 0.00 0.00 0 _ 0_ 0 0 0 0 0 0 t.:.�.'u.m.. .,..........,__...._...__..•x.�'At,. .:.+.�,_._.....i_.. .,. .., t, .....af�d�2T 77 ,+...a ......,u....,w ..-.,w- .,«.,.. "-.,.r...„a,„.. ,.._«>, .....-. ....,....._tr ...«..-.n. V. ....-G»..r�t� o....^r ..v......,, .. .,R?:.✓re.w_ ......._.:.......'.Tw. r n..ti:31'� ,.-..,...e,.,.__.-...,-.�....r w...._6':a,a ..C_ -�..",,... __.....,, .....,�..._�_1 f.._...__. ,.....a....w"..,. .J..._.e,.. ...<.,.1.,... ...-.n..La...4'.-..=, u,d........ ti. -i..,,_ ....,....,«s.�.,..,..M...,..r, s-w,e,^ -.at is{..�. ......«.. .«., n:.r .,...b.««::'i:3,�;• "»:�+r,t..�.':«,,...:t ._,........,, r...,....... -«a...r;G;.bct;;w «..,._...,...... .......s ..„.,,„.„:ws. t..l.. _.,.,...,..w,11:..,.,.,,..,„;.rv, ..fk;�.t.-.,....s •,. .,.,.. -...^...�l.t. ...,.v.:.«",. _ i.",.• t'�.. ^,.,c,. ...._._.. ...a..,..,.,_: �. .. .... ...........°.., ..._�'r,J,,...a.-�: n .-., a.W.i.*.u_:.t�.;:a.:_......____:,..'..-.�A.w�...,:.:._q:w..s,r.:.,;i :.':. ;�'..,.:... ...._.u.,...L.: _...,...,.. ',I.ue:i.°,,.:;.:... ... ..:d._. '.:......�iv.. .!' s."..._,.., .,, _,__ .... _.«..ea.':"�..�• 77 6 c)AED excursion 0 -263 Envelope losslgain 13421 13769 1936 1428 12 a) Infiltration 2643 201 444 34 b) Roomventilation 0 0 0 0 13 Internal gains Ocupants@ 230 0 0 0 0 Applianoes/olher 5364 1050 Subtotal(lines6 to 13) 16065 19335 2380 2512 Less eAemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 20 15 14 Subtotal 16065 19335 2399 2527 15 Ductloads 156% 27% 9074 5169 56% 27% 1355 1676 Total room load 25139 24504 3755 3203 Air required(dm) 1 1 1127 11271 1168 147 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A-1- wr!Wev - 2022-Nov-2114:05:37 A """" tsoi Right-Suite®Universal 2022 22.0.03 RSU26095 Page 7 ewAverue\11925_Sordview Averue_Permit6ng.np Calc=MJ8 FrontDoorfaces:E Duct System Summary Job: 3111 ° NEW Y B U Date: Oct 11 2022 OBK I �I�LD I N G � Second By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@ybtg.com Web:www.NYBTG.com Pr • • • For: 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121 C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmaii.com Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.50 in H2O 0.50 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.115/0.085 in H2O 0.115/0.085 in H2O Lowest friction rate 0.053 in/100ft 0.053 in/100ft Actual air flow 1127 cl n 1127 cfm Total effective length(TEL) 380 ft SUpply Branch Detail Table' Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (clim) (cfm) FIR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bath h 938 42 11 0.061 6.0 Ox0 VIFx 16.8 170.0 st3B Bath h 177 8 5 0.063 6.0 Ox0 VIFx 11.3 170.0 st3A Bed 2 h 1877 84 74 0.079 6.0 Ox 0 VIFx 15.4 130.0 st3 Bed 2-A h 1877 84 74 0.063 6.0 Ox 0 VIFx 23.4 160.0 st3A Bed 3-A c 2203 84 101 0.065 6.0 OX 0 VIFx 25.3 150.0 st3A Bed 3-B c 2203 84 101 0.073 6.0 OX 0 VI FX 16.6 140.0 st3 Lawry c 991 5 46 0.074 6.0 Ox 0 VIFx 4.1 150.0 st3 Loft c 1700 65 78 0.062 6.0 Ox0 VIFx 20.2 165.0 st4 Loft-A c 1700 65 78 0.061 6.0 Ox 0 VI Fx 13.9 175.0 st4 Master Bath h 1751 78 53 0.053 6.0 Ox 0 VIFx 47.9 170.0 st4B Master BathrA h 1751 78 53 0.068 6.0 Ox 0 VI Fx 39.7 130.0 st4 Master Bed-A c 2730 109 126 0.059 7.0 Ox 0 VI Fx 45.1 150.0 st4A Master Bed-B c 2730 109 126 0.058 7.0 Ox 0 VI Fx 37.6 160.0 st4A Upper Foyer h 893 40 37 0.065 6.0 Ox 0 VI Fx 27.7 150.0 st4 Upper Living h 1817 81 78 0.061 6.0 Ox 0 VIFx 29.1 160.0 st4 Upper Living-A h 1817 81 78 0.059 6.0 Ox 0 VIFx 18.1 175.0 st4 wlc 1 h 133 6 4 0.067 6.0 Ox 0 VIFx 31.2 140.0 st4 WIC h 493 22 5 0.055 6.0 Ox0 VIFx 41.7 165.0 st4C -Ofd- wrightsoft, 2022-Nov-2114:05:38 �� •�°•� -w -P•, Right-sute®Universal 202222.0.03RSU26095 ....Avenue\11925_SouidvieW Averue_Permith Page 3 ng.np Cale Front E • � - •• Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st3B PeakAVF 42 11 0.061 61 4.7 10 x 10 ShtMetl st3A st3A PeakAVF 218 191 0.061 314 8.6 10 x 10 ShtMetl st3 st3 PeakAVF 391 412 0.061 593 10.9 10 x 10 ShtMetl st4 PeakAVF 736 715 0.053 623 14.0 10 x 17 ShtMetl st4A PeakAVF 318 309 0.053 458 10.2 10 x 10 ShtMetl st4 st4B PeakAVF 101 58 0.053 145 6.6 10 x 10 ShtMetl st4A st4C PeakAVF 22 5 0.055 32 3.7 10 x 10 ShtMetl st4B DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat! Trunk rb1 Ox 0 725 761 162.3 0.053 483 17.0 Ox 0 VIFx rt2 rb3 Ox 0 402 366 149.3 0.057 610 11.0 Ox 0 VIFx rt2A TableRetu"rn-Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk r12A PeakAVF 402 366 0.057 6;10 11.0 0 x 0 ShtMetl rt2 rt2 PeakAVF 1127 1127 0.053 638 18.0 0 x 0 ShtMetl wrightsoft® 2022-Nov-21 14:05:38 .-rt.•a m.w.. . �.,, Right-Stite®IJriversal202222.0.03RSU26095 Page ewAverxs\11925_Soundview Avenue_Perrnitting.np CaIc=MJB Frard Door faces:E NEW xoaKRight-JO Worksheet Job: 3111 IeU10\D;N fi Second Date' Oct 11,2022 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comWeb:www.NYBTG.com 1 Room name Bath 3 Bath 4 2 E)posed wall 10.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/000l 4 Room dimensions 6.0 x 10.0 ft 5.3 x 10.0 it 5 Room area 60.0 ft2 ' 52,5 ft' Ty Construction U-value Or HTM Area Load Area Load number (BtuhRt-°F) (BtuhM2) or perimeter (ft) (Btuh) or perimeter (f0 (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,V, 12FOsw, ;,0.065 n 3.40 0.78 : ..,.+.,•-.80,..ter '72:ur 246 Q56 %;a 't'0 0 ; 0 (_ Nl BTG D_efaulf"' 0.300 ri 15.69 _ 8.56"''•` 8 0 122' 66 b. 0" _ �0- _ _ _ �_ m_. _,_. _ W _ 12F Osw �0.065e<_ ..3.40 0.78 _ 0 0_ 0 0 _0_ �,0 0 0 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11JQ 0.600 a 0.00 0.00 0 0 0 _ 0 0 0 _ 0 0 :UV -'12FAsw" - - 6.065 § _..3:40 m �678 A , -_,p w .0 0 , 0 0,' '0 :0 NYBTG Default'. :R 0.300 .s „.15.69 ^15.39 0 >', 0 .0 0 0 ? 0 . 0 0 ' 03 �'s� ;0 000 0 ' 0 0' 0' 0 0 0 0 NYBfGD`efauft 00 00 _ �4 ,1,. �G �0 �000 0� 0' •0 0 0. .�0 �'0 0'� '`0.600 �s' .00 12F-09w _ 0.065 w _ "3,40 _ 0.78 0 0 0 0 0 0 0 0 VjIJ--� NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 T-G NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 C s:-•16630ad :, .::0.032 ._,. 1.67 :i„ ::1.49`:,.:,rY;;::.60 __ d :"_.� ...._ 60 100. m90 x _.. 53 53. 78 F" 19A-19bswp -0.049 0.00 0.00 0 .0 0 p 0 0 0 0 0 - - -. - .„ _..i,..,.._,r...--,.,..A.w..._ .,nt._.L..,. A. ,......... ^'1....l.��." ..._,"..... :•.�':=..,,..- .. ......,. 6t.. ...s... «wr..,...a _.sw.».N. ..,a.......... .....^v_... , ram_.,-.-: .77 .. .:. a n... ,., 77 °,':i.,Q. -,-r ....::3:' __,_w.......(an...:...ju....._"._.. .4.._...._._... t ..' ...,.w.._. ......... .............-`. ._.-.l t.... .,_.--.,...»r ..,.-x. ��a..§t:e......t _..,'lJ.,.,.... d..:.�.. ......'.r._.n« ^ '._<r.wj✓..:L..."..:-' _u......,.... .,,..,.._ .__.._ ..,J._...,�•A.Ir"n w.......,.,_,.. .-.._a,,.. ...�s'rn-«a.n� Md W.a.�.... r..«.,uY _.ww.m,<Gi,':._. t" ,:.5:�..w ,.-,__.........rv..__.,.,_.n,-,._ nW..._......... ._ ._._,•.,.. .......... .......•1•i,1 ......,..a ,....... - ,..F...r-... •...-.r.._,. ....avT.`:._ ._w,..nw-._ .._.,..wt,._« %.4'.:'_.W. _:..._..'.>°:.'".,,.,...�..<,a»;J.i ,...,..a....,"..� ,.» a,...._a., .._...,�.._.. '.a,,.._.__...._.. 3•......-u..`.... _,._.__..,., ,<__., w.e...,_. ,...,.,....�.._ .;,...a._.�...us'_�.w._.__..<.,. 6 c)AED excursion -29 -10 Envelopelosslgain 1 468 1831 88 68 12 a) Infiltration 132 10 0 0 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6to 13) 599 193 88 68 Less eAemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 25 20 14 Subtotal 599 193 113 88 15 1 uct s I56% 279/0 338 52 56% 27%1 64123 Total room load 938 245 177 111 Air required(dm) 1 1 421 11 8 5 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrYgl�tsoft- 2022-Nov-21 14:05:37 Right-Suite®Universal 2022 22.0.03 RSU26095 Page 8 ....A..\11925_Sou?dview Averue_Permilting.rp Cafc=MJ8 Front Door faces:E }, Right-JO Worksheet Job: 3111 N F.W YOAK Ti BUILDING Second Data: Oct 11,2022 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite 13,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:www.NYBTG.com 1 Room name Bed 3 Laundry 2 Exposed wall 30.3 It 0 ft 3 Room height 8.0 ft heaV000l 8.0 ft heaVmol 4 Room dimensions 19.0 x 11.8 It 4.0 x 6.0 ft 5 Room area 223.3 ft2 24.0 f8 Ty Construclion U-value Or HTM Area (it) Load Area (ft) Load number (Btuhd2L.7) (BtuW or perimeter (ft) (Btuh) or perimeter (>0 (Btuh) Heat Cool Gross NIPS Heat Cool Gross NOS Heat Cool 6 VWal 12F-09iv 7-7-7 a._�.�-�_ ,, 0.065 ri 3.40 0.78 ' 94 78ry 265 61 T " "0 _-0 -,0 0 G;NYBTGpefautt _0.300 n._? .d15.69_. _&. 6 _16-_ _. 0 .,_,_w"253 _ �138,•_,r _0. __.,� •U IW _ 12FOsw 0.065 a 3AD 0.78 0 0 - 0 0 O F 0 0 0 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 Lam_pG NYBTG Default 0,300 a 15.69 31.04 0 0 0 0 0 0 0 0 11Jo 0.600 a 0.00 __ 0.00 0 0 0 0 0 0 0 0 1N.' 12F 0sw ;T -0.C65 s _.;3.40 _ 0.78 _ .,0 5 . T.;.0 vim' o _.__ _0,._,". 0-. _ _ . _ NYBTG Default 0.300,''s 15.69' '. .15.39_ 0 0 0 0 0 0 0 0 NYBTG Default $,' - 0.300 s: 0.00 , . '0.00 0 0 0 0 0 0 0 0 0600, s _ 0.00. 0.00 0 ,.,__, WO_ ._ 9 0 .0 . __.,,v„Q 0... _ 0 VEI12F•Osw 0,065 w 3.40 0.78 148 100 338 78 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 48 0 760 1504 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 _ 0 0 0 0 0 0 C,_: 168 30ad_;:.:.:.:• ..,'..-' .:..w 0.032 -: «: .Y 7.67 1'.49 .223' 37,4'. ;334 __.,.':24 " ,.- _:24 .40 . FW 19A-19bem 0.049 0.00 0.00 0 i 0 0 0 0 0 7 7, , 'fix -- .,. .. ........... .......e.,_.,...«..... ,.,w:u3<t ......,.„,.,„m..,t ..,a....-.. ...,.-..-..v. ..,.,�J'' ..,.... y, u.......,,...,, ,,.L._+:"..�.�..,:.i:t:eL' .,>,«,.z.,_,. ......a...,.,,... _..._....,..w ,..._...__.._. 7-7 ,aa+--- .-.... "'...-................ _...Wig--. 17 ..... ..... .,.....n..r.,v.. ... ,..,...z..� "y, .W.d c> «..-. ..r-„..... �.-..,�.-.� v..-.-.,_.� ..w-.M..,. , 6 c)AED excursion 274 -115 Enelopeloss(gain 1990 2388 40 -79 12 a) Infiltration 398 30 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesrother 1050 841 Subtotal Vines to 13) 2388 3469 40 762 Lessexhemalload 0 0 0 0 Lessfransfer 0 0 0 0 Redistribution 9 7 25 20 14 Subtotal 2398 3476 65 782 15 Ductloads 156% Z7%1 1354 929 56% 27% 371 209 Total room load 3752 4405 102 991 Air required(dm) 168 203 5 46 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrYgFstsol t^ 2022-Nov-21 14:05:37 Right-Suite®Universal 2022 22.0.03 RSU26095 Page 9 ....Averxmk11925_SoLrdview Averue_permitfing.nip Calc=MJ8 FrortDoorfaces:E N f.W VORK � Right-.10 Worksheet Job: 3111 IB:eiiOO'PG Date: Oct11�2022 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Hall 2 Loft 2 Exposed v Wl O ft 16.7 it 3 Room height 8.0 It heaftol 8.0 ft heat(cool 4 Room dimensions 1.0 x 53.5 It 1.0 x 345.8 ft 5 Room area 53.5 ft2 345.8 It' Ty Construction U-value Or HTM Area (M Load Area (M Load number (Btuhril;°F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat 7ool Gross NOS Heat Cool Gross N/P/S Heat Cool 6 -yyJJ - 12F OsnC_p 0.0t35 ri Y,3.40 ,0.7t3 .0, 0 _O..-, .O ,____,6 r ," ;0 0 - 0 ;�G NYBTG Defauli 0.300 -n 15.69 --8.56 0` 0 0 0 0• 0 0 W_u >12FOsw _ 0.065..e.. .3AO :nw:_0.78 _.0_,.._._...__0 _0 w. 0 vv 134 ' 66 .. 291 - 67 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0,300 a 15.69 31.04 0 0 0 0 48 0 760 1504 11J0 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 Y,12F�Osw.. - "0:l)6$":s_-.,- `3.40..�_ 078 p; p.�- r:;0- -;t) U _..---U_, ,_ 0. -7---0 .. _� __ ,LGNYBTG Defauk 0.300 -,s:. 15.69 - , 15.39', ,0 `"0�' 0 ;0 0, ".0 0 % 0 NYBTGDefauft 03 0 i'i 0 s. 0.00 0 00 0 0 p' 0; 0 11' 6 0 00~ s _0,00 0.00 0<. .0 x M ;0 .. 0 Q „ _ . .. JO m. :.:..: _. _ _ 0 MI 12F-Osw 0,065 w 3AO 0.78 0 m 0 y 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0.049 _ 0 0 0 0 0 0.032_''.'-_ 1.6, j.49 mm - 90 _:BO 346 '., _ r:3 J6 V .579 F 19A-19b -�swp 0.00 0.00 0 _ 0 0 0� b 0 0 0 w., n. .+:-.., ...k ....,. °.,� .... <.,.. a.... ....... _ -.....0 ... .. ..... yi,:...,u,r..t.•i d'0` _,.e....._. ._ ,.. zz F=EF, -------------I' I 6 c)AED excursion -10 -112 Envelope loss/gain 90 70 1630 1976 12 a) Infiltration 0 0 220 17 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 682 Subtotal(lines6 to 13) 90 70 1850 2674 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -90 -70 10 8 14 Subtotal 0 0 1860 2682 15 1 uct s 1 56% 27% 0 0 561/ 27% 1051 717 Total room load 0 0 2911 3399 Air required(dm) 0 0 130 156 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r}r wrlghtsoTt� 2022-Nov-2114:05:37 `~rA Right-Suite®Uriversal 2022 22.0.03 RSU26095 Page 10 ewAvenue\11925 Sourdview Avens_Permitfirg.np Calc=MJ8 FrortDoorfaces:E NEW YORKRight-JO Worksheet Job: 3111 4 IB UI iOIN� Date: Oct 11,2022 Second New York Building Technology Group By: Tom Baccarella 159 Rt 25A Bulding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Upper Foyer Upper Living 2 Exposed wall 6.3 ft 27.0 ft 3 Room height 8.0 ft heaV000l 8.0 It heaVcool 4 Room dimensions 6.3 x 11.5 It 1.0 x 381.0 ft 5 Room area 0 ft 0 ft' TY Conshiclion U-value Or HTM Area (lt� Load Area (fly Load number (BtuhAl;°F) (Btuhllt� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 WW, , 12'FOsw. " 0.065 r_n'' 3.40 7 .0 78 w - ,,0.7, -'0 r 0 0 : ;24- -'- 24 82 :19 .NYBTG Default w: .__.. 0.30.0 ri:_.T_ 15.69 ._.8.56 ::''.= 0: f T_ :0 s M.=_.` .0 t-G W 12F-09N 0,065 a 3°40 0.78 50 34 w 115 26 0 0 0 0 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 16 0 253 501 0 0 0 0 11J0 0.600 a 0.0,0 0.00_ 0 __ 0 0 0 __ 0 0 0 0 11U1///����llll 12F0sv_ r 0.065.s% 3.411,- 0.76 0: 0 :0 - _;0 , M 24 _,--24. �, --82 _ 19 NYBTG Default-•`;-''" T :;<0.300 s. , 15.69 15,39, 0 0 0 ; '0 '• , 0 0 0 0 NYBTG Default'.'''.,°;` ' 0,300 :"s 0.00 "0.00' 0 I 0 0 0 ' 0 0 0 ,0 „...10.600 :-,s ./"`-, 0.00 "'.O.00 w .0 �.. 0- O 0 Wj 12F-0swn.w._u. -m0.065 w 3A0 - 0.78 `__ 0 0 . 0 -0 168 -120 406 -93 �G NYBTG Default 0,300 w 15.69 31.04 0 0 0 0 48 0 760 1504 �G NYBTGDefault 0.300 w 15.69 31.04 0 1 0 0 0 0 0 0 0 G...:,..' .16B 30ad.. .,;:..,M} .,... •:_m.-'...0.032 .. - %,'1.67: ..'.':.1,49:-.._..: -T a_. :,.72 120 .. .... '107" F 19A-Igbsw 0.048 - 0.00 0.00 0 0 0 0 0 0 0 0 77 ., ...-y_.,..., i , .K; ___.._............ ..,•_, ...._..:_....__ _ ..,..... �.� ..__.-'__ ,.._,.,...ter ..W...,.ti. .-...., .��,_z_..�- --- ------- _...w_.,.....- �..-.-� 6 c)AED excursion 0 430 Envelope losstgain 489 635 1967 2634 12 a) Infiltration 82 6 355 27 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances(other 0 0 Subtotal(lines6 to 13) 571 642 2322 2661 LessexLemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublotal 571 642 2322 2661 15 DudlOads 156%1 27116 2 172 32 56% 27% 1312 711 Total room load 893 813 3634 3373 Air required(dm) 40 37 163 155 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -14- wrYgFrtsoYtt^ 2022-Nov-2114:05X Right Sute®Universal 2022 22.0.03 RSU26095 page ll ....Averue\l1925-Souduiew Averue_Permitting.rtp Calc=MJ8 Front Door faces:E NEW YORK-*IBUILDINGRight-JO Worksheet Job: 3111 Date: Oct 11,2022 Second By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.comVkb:vmw.NYBTG.com 1 Room name Masher Bath WIC 1 2 Exposed wall 34.5 It 0 It 3 Room height 8.0 It heaUcool 8.0 It heaV000l 4 Room dimensions 1.0 x 211.3 ft 7.5 x 6.8 ft 5 Room area 211.3 T 50.6 fF Ty Construction U-value Or HTM Area (fe) Load Area Load number (Btuhlft;°F) (BtuhM or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cod Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12FOsw,;;• _ ;0.065 n 3.46 t O78 �''24 24�- -82 0 '-- -0 0 0 -�0 f-G_NYBT 'befauft- ___ 0.300 • n : _'�15.69 L, _98:56 __ '0 0 ,< 0 a ;�0 0: _._0_ %0 0 WI - 12F-09w 0.065 a 3AO 0.78 152 120 _407 93 '- 0 - 0 0 0 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 L�_pG NYBTG Default 0.300 a 15.69 31.04 32 0 507 1003 0 0 0 0 11,10 _ 0.600 a 0.00 ,0.00 0 0 0 0 0 _ 0 0 0 ,12F 0sw 0;065-s 3.40 0 9� -1,0 'r' *;92 314 Z2 '0 0 '0 NYBTG Defauk, 0:300 's 15.69 15.39 '8 Wl` 0 -.122' 119 0 0: 0 0 T ^j, NYBT Default"G 0 300 s'' 0 00 .0`s' �'0 0 0 0 0 '0 . 11' f JO' ;'0:600'"s 0.00 000 12F-Osw 0.065..._w 3AO 0.78..» 0, r 0_„_v... 0 ._.:.. 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 16B30ad-W. 0.032 � -.',...,.W.1.67, .,,1.,49 211 .. 'Wm L� ,-._u:,:_35`f . x<. F 19A 19bshp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 � 0 - -�- -„ .�._ _-.,._ .............s...s...<..,_...._.. .-._..a......._.._. .. n.._ .. ....._..,...tt i ....-._....,_-....,, .,..., x.. �}... .1. .. ,..lwv...- ..,__>, va....... ...e..ax-. .. .......:...... .............«.- .N,:.Y•:.Y....�.,„ I-...._... .-,_.a.-..,...v 'l°G ,. - " ,•E -cam, 7 7 _ .r..... .Ir ,.... ....... .....w ,v,.w..a.n:3'•-'T.'d�._aA...',_.. ....c.. ..n ....,".__.4.. ....t...0...,.. ..--..wr1.. .._,,.-t,. .r_wv,..-r 6 c)AED excursion -181 -10 Envelope losstgain 1784 1440 85 66 12 a) Infiltration 454 35 0 0 b) Room ventilation 0 0 0 0 13 Intemalgain& Occupants@ 230 0 0 0 0 Appliances/olher 341 0 Subtotal(lines6 to 13) 2238 1816 85 66 Less eAsmal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2238 1816 85 66 -. 15 Dudloads 56% 27% 1264 485 56% 27%1 48 18 Total room load 3502 2301 133 83 Air required(dm) 157 106 6 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Aftfl.F n f.r soft^ 2022-Nov 21 14:05:37 Right-Suite®Universal 2022 22.0.03 RSU26095 Page 12 ewAvenue\11925_Soudview Aver Permittirg.rup Calc=MJ8 FrontDoorfaces:E g Right-.1®Worksheet Job: 3111 NEW YORK IB o10�DING Second Date: Oct 11,2022 By: Tom Baccarella New York Building Technology Group 150 Rt25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comWeb:www.NYBTG.com 1 Room name WIC 2 Masler Bed 2 Exposedwell 6.0 It 36.5 It 3 Room height 8.0 ft heatImol 8.0 ft heat/cool 4 Room dimensions 7.3 x 6.0 It 1.0 x 341.3 ft 5 Room area 43.5 ft2 341.3 it= Ty Construction U-value Or HTM Area (T) Load Area Load number (BtuhRtt°F) (BtuhAn or perimeter (tq (Btuh) or perimeter (tt) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �12F 0sni:^ -OA6'S :n" t;9.40 .0.76. r W 0 0 ,.,w0'1', tis 0. O' ' ,•t.:;:0' a0' 0 NYBTG Default~` 0:300•'•n'- 15.69 8 "t`` _ _.. 0 Q. 0 W- 12FOsw 0.065 .,e.: 3.40 0.78 0 0 0 0 0 •4 0 0 0 NYBTG Default 0.300 a 0.00 0.00 0 0 0 0 0 0 0 0 11 NYBTG Default 0.300 a 15.69 31.04 0 0 0 0 0 0 0 0 11J0 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 W 12F 0sw.'. 0.665 f s'" 9.40 0.78'"" ;`". _ _,.,_ r ___.-__163..';' ,7 37 mm r m 144,�, 112.' , . .380 �87 NYBTG DefauR'' ;; 0.300 ^s•,, ",.15.69 15:39 ,"'.4,,,,,-0 ,.•."„.' 0•, '•:.:p 0 32 0 `!507 497 NYBTG Default'. 0300 s'•' 000, 0.00 `0 0,', " 0 ' „ 0, 0" 6 0 ;0 11'JO 0:600 •"s 0.00 _. ''0.00-' 0 °0 0 0'i ? 0' 0 "0 0 12F-09w 0.065 w 3.40 0.78 0 0 0 0 148 94 321 74 NYBTG Default 0.300 w 15.69 31.04 0 0 0 0 0 0 0 0 _ _ NYBTG Default _0.300 w 15.69 31.04_ 0 0 0 0 54 0 841 1664 C_ 166 30sd _u__ 0.032 , 1.67 w 1.49 ----.44�.. ___44. _73_'_,,._._65 _.._._.. _�,341 , 571. w 510. _ __ F 19A-19bsw 0.049 - 0.00 _ "0.00~ 0 0 0 ' 0 0 0 0 0 _..., _ ....,.:..,.,A. .?"',w ...». ..._.,i.!aa.a�....^..L.»......,...:.a....4"i. '.:a,..'�:,...':_".......,...... »...,.......a ,.....n, »,..m,w. ... .:il,.;^:z..a'.`, ........._ i.,.,..,.,•.. .„..e_«..,...,... .....,,.....,.. 7-7 ...w..... .,...n.,»�__..u._e..w. -s.,r..........�., m. ,.d... w.-,._..» .......unw�%' ,,.,.hW_.... .._.wa_.•., »....w W..w...w,................. .:._.. .-,::�"_i..i. m ,..........,» ..,o-v..,,....._.._._.s,_wn.. ..,a -,<...3.» .i.,. ._. ........,v._. u_.R.,.... ..".-.•... w ...,»....___.. _....._..._ .......F.-'..,m� :. v},.... .a r ' _q..,, ._........;..,_..,._,,....., _ :..•:.✓L..^;_ �.�5,_.a�.._...,,�....>.•.... ._._«...-.._.. ._ .__....,+.v �«._.�. ....�v..Y -i .a -w..«.... _,..w...,_. �..>�.,.._.. ..ew.:'s�.,:t.i... _.4-._L= ., + w .._ .....r...J-d..3 n..n.,,. w u....,r »nr. .r n _..._.•w.:„ _..n.. ,.»t.. _,w,.n.. .,.-a».. ...>.._,..2 Y»„w _.r•...•.. -w.�...�.-....�^�..._a'�R_v^.u...�_. _»«�.t.._...... _.". ��f.r ..�__ �~ c.... ...........a.w... «.."........�... _v. a_,».t... ...-..<-_. _........... s.✓._e 6 c)AED excursion -14 39 Envelopeloss/gain 236 88 2620 2871 12 a) Infiltration 79 6 480 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 1400 Subtotal(lines6 to 13) 315 94 3100 4308 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 315 94 3100 4308 15 Dud loads 56% 27% 178 25 %%1 27% 1751 1152 Total room load 493 119 4850 5459 Air required(clm) 22 5 1 1 217 251 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrightsoTrt^ 2022-Nov-2114:05:37 A&A Right-Sute®Uriversal 2022 22.0.03 RSU26095 ...ewAverue\11925_Soudview Averue_Permitting.n{p Calc=MJ8 FrontDoorfaces:E Page13 N First Floor 94 a i 94 dm 94 dm I 103 dm 103 dm 75 dm Living 75 dm Dining s„ Bed 5 �90 8 Hall Kitchen 90 Bath 1 6° Foyer 6" 87 dm Powder 3 dm 73 dm Bed 4 � 73 dm L L483 Mud 83 dm 87 ch Job#:3111 New York Building Technology Group Scale:1 :100 Performed by Tom Baccarella for: Page 1 11925 SoundviewAvenue-Southold,NY 159 Rt 25ABuilding 1 Suite B RightSuite@ Universal 2022 121 C Main Street Miller Place,NY 11764 22.0.03 RSU26095 WestHampton,NY11978 Phone:631-495-0289 2022-Nov 21 14:06:10 Phone:(631)830-5059 ._Soundview Avenue_Permittingrup flandersreno@gmail.com www.NYBTG.com Tom@nybtg.com . N Level 2 Master Bed Bed 3 81 dim Upper Living 81 dm 101 dm 101 dm 126 dm 126 dm Laundry 7" 46 dm Bath 42� 10x10 10x10 8dm IT10x10 10x10 6 F17 Hall 2OX1 Bath 322402 dm6"WIC2 6dm Uppe yer7ldm 6" s" WIC 1 78 dm 40 dim 84 dm 84 dm 78 drn 78� Loft Bed 2 MasterBath Job#:3111 New York Buildng Technology Group Scale:1 :100 Performed by Tom Baccarella for: Paget 11925SoundviewAvenue-Southold,NY 159 Rt 25A Building 1 Suite B PightSuite®Universal 2022 121 C Main Street Miller Place,NY 11764 22.0.03 RSU26095 West Hampton,NY11978 Phone:631-495-0289 2022-Nov 21 14-.06:10 Phone:(631)830-5059 ._Soundview Avenue_Permi�ngrup flandersreno@gmail.com wwwNYBTG.com Tom@nybtg.com . Duct System Summary Job: Oct NEW YOPK BUILDING Date: 311 11,2022 First By. Tom Baccarella New York Building Technology Group . 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Mb:www.NYBTG.com • • • • For. 11925 SoundviewAvenue-Southold,NY,Peconic Bay Builders 121C Main Street,West Hampton,NY 11978 Phone:(631)830-5059 Email:flandersreno@gmail.com Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.50 in H2O 0.50 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.140/0.055 in H2O 0.140/0.055 in H2O Lowestfdction rate 0.068 in/100ft 0.068 in/100ft Actual airflow 1127 cfm 1127 cfm Total effective length(TEL) 288 ft 'Suppl'yBrapph Detaii1jable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bath 1 h 832 43 7 0.094 6.0 Ox 0 MtFx 18.8 130.0 stl Bed 4 h 1685 87 66 0.097. 6.0 Ox 0 MtFx 30.0 115.0 stl A Bed 4-A h 1685 87 66 0.077 6.0 OX 0 MtFx 31.5 150.0 stl Bed 5 C 1680 71 75 0.077 6.0 Ox 0 MtFx 32.3 150.0 st1A Bed 5-A C 1680 71 75 0.084 6.0 Ox 0 MtFx 27.0 140.0 stl Dining C 2296 93 103 0.071 6.0 Ox 0 MtFx 47.8 150.0 st2B Dining-A c 2296 93 103 0.068 6.0 Ox 0 MtFx 36.5 170.0 st2A Foyer h 1413 73 39 0.079 6.0 Ox 0 MtFx 27.0 150.0 st2 Foyer-A h 1413 73 39 0.076 6.0 Ox 0 MtFx 22.5 165.0 st2 Kitchen c 2001 44 90 0.090 6.0 Ox 0 MtFx 25.3 130.0 st2 Kitchen-A c 2001 44 90 0.080 6.0 Ox 0 MtFx 39.0 135.0 st2C Living c 2092 61 94 0.082 6.0 Ox 0 MtFx 31.5 140.0 st2 Living-A c 2092 61 94 0.072 6.0 Ox 0 MtFx 19.0 175.0 st2 Living-B c 2092 61 94 0.076 6.0 Ox 0 MtFx 25.0 160.0 st2 mud h 1605 83 47 0.069 6.0 Ox 0 MtFx 43.5 160.0 st2A Mud-A h 1605 83 47 0.073 6.0 Ox 0 MtFx 51.3 140.0 st2A Powder h 61 3 0 0.074 6.0 Ox 0 MtFx 40.0 150.0 st2A wrightsoft® 2022-Nov2114:05:38 Stte8 Universal 2022 22.0.03 RSU26095 /4CCA ewAverue\11925 Sourlview Averue_Permitb Page 1 ... ng.np CaIc=MJB FrortDoorfaces:E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dim) (cfm) FIR (fpm) (in) (in) Material Trunk st1A PeakAVF 157 141 0.077 451 8.0 0 x 0 ShtMetl st1 st1 PeakAVF 357 289 0.077 655 10.0 0 x 0 ShtMetl st2 PeakAVF 770 838 0.068 784 14:O 0 x 0 ShtMetl st2A PeakAVF 398 389 0.068 603 11.0 0 x 0 ShtMetl st2 st2B PeakAVF 137 192 0.071 551 8.0 0 x 0 ShtMetl st2A st2C PeakAVF 44 90 0.080 257 8.0 0 x 0 ShtMetl st2B e Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (clim) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 1127 1127 81.0 0.068 638 18.0 Ox 0 ShMt I wrightsoft® 2022-Nov21 14:05:38 RigM-Sute®Uriversal 2022 22.0.03 RSU26095 Page 2 ewAvenue\11925_Sorrxlview Avem _Permittirg.np Calc=MJ8 FrortDoorfaces:E Al? J24 31 $ 3 d •,sue S9 = SO,- Toy 1' w�. 1y F 4y N • 4 .000' 40 1= s _ �w w ! 33 t . 't'P�,��'"4 ma's •r ~ °:�,► 1_ � �,,�•�, [may+. P i^it L h xf G H E3 i kin r. Aff T s* c Z ^ Zi r. � - - i.x. Apr ♦ti y r _ "R C AL 't �Al t �'4 >.�s.�., 'r 4 �.� y2$+ j_ �.,✓ f .i � 444{{{iii, w i .. _ . r ,.� �.- � � , Ye 1 � ; r ,. w r 4 C� � ' \ �.:. i r{ .i+. �� 0 111SEXi LESIIE'mk-b. 9/7/2022 CARTER GRIFFEN Service To: 11925 SOUNDVIEW AV 11925 SOUNDVIEW AV SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Customer Project#:900000155914 Dear CARTER GRIFFEN: .This is to advise you that the PSEG LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli DD Building&Renovation Services PSEG LI Evan T.Steffens N a t i o n a l gri d Senior Supervisor Gas Customer Connections,NY September 7, 2022 Carter Griffin 25 Joralemon Street, Apt 3 Brooklyn,NY 11201 E-Mail: CARTERGRIFFIN02�@,GMAIL.COM ; PECONICBAYBUILDERSAGMAIL.COM National Grid WO#: T102499515 Service Address: 11925 Soundview Avenue Southold,NY 11201 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811"at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website httas://newvork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan.steffensi Rnationalt!rid.com n8ridlirudprocessingC nationalgrid.com 1 1 • . • . COMMENTS WIT,14 �iR��l'/�' ' �.� � �,. , , . ter, a • ENERGYCIA INSULATION PER N.Y.. STATE O/ MR 1 !fir l00 �t ADDITIONALKim,"MIll!ill r � L � `M `A • 11 t\.�► t � s..1 r �S�fF�t�co TOWN OF SOUTHOLD—BUILDING DEPARTMENT . Gy$ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www,southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 1—� For Office Use Only V PERMIT NO. 4 BuildingInspector: �. �V� f P DEC Applications and forms must be filled out in their entirety:,lncomplete, _ applications'will not be accepted. Where the Applicant is not the owner,an d Owner's Authorisation form(Page 2)shall be completed: Date: 11.17.2022 'OWNER(S)OF PROPERTY: Name: Carter and Sara Griffin SCTM#1000-54-5 -45.5 Project Address: 11925 Soundview Ave, Southold Phone M (646)263-2118 Email: cartergriffin02@gmail.com Mailing Address: 25 Joralemon st#3, Brooklyn, NY 11201 CONTACT.PERSON:- Nam I e: Krzysztof Zebrowski Mailing Address: 121 C Main Street,Westhampton Beach, NY 11978 Phone#: 631 830 5059 Email: peconicbaybuilders@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Jeffrey T. Butler Mailing Address:PO Box 634, Shoreham , NY 11786 Phone M 631208 8850 Email: jell@butler-ae.com CONTRACTOR INFORMATION: Name: Flanders Renovations Inc BDA Peconic Bay Builders Mailing Address: 121 C Main Street,Westhampton Beach, NY 11978 Phone#: 631 287 70101 T Email: peconicbaybuilders@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 91New Structure ❑Addition ❑Alteration El Repair ®Demolition Estimated Cost of Project: ❑Other $ 1,200,000.00 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? []Yes ®No 1 PROPERTY.INFORMATION Existing use of property: Residential dwelling Intended use of property: Residential 2 story dwelling Zone or use district in which premises is situated:R120 Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box After"Readirlgc Tlie owner/co'ntractor/design•professional is responsible for all dratnage'and,storm water Issues as provided by Chapter 236'of the Town Code. APPLICATION IS HEREBY MADE to the;Building Department,for the Issuance of a Building Permit.pursuant to;the Building'Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable'ilaws,'Ordinances or Regulations,for the construction of buildings, addRto'ns;alterations or for removal or demoli4lon:as herein described:The applicant"agrees'to comply with alt applicable laws,ordjnances;:bullding code, housing code and regulations and.to admit authorized Inspectors on premises and Pn'bullding(s)for necessary inspections.False statements made•herein are '.punlshable'as a class A misdemeenor,pursuant to Section 210.45 of the New York State Penal;Levi... Application Submitted By(print name): Krzysztof Zebrowski ®Authorized Agent ❑Owner Signature of Applicant: t Date: STATE OF NEW YORK) SS: COUNTY OF ) Krzysztof Zebrowski being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. /Sworn before me this / day of //OVr/nb 20 -L le,� � <-+o Notary Public 1 7 AGNIESZKA RENES SOPOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No.01 RE6334035 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 12-07-2023 I� Carter Griffin residing at 25 Joralemon st#3, Brooklyn, NY 11201 do hereby authorize Krzysztof Zebrowski to apply on my behalf to the Town of Southold Building Department for approval as described herein. "n//—�- 6;Zzi LL, 22 Owner's Signa a v Date CA-k TIM 11-7p Pt/✓ Print Owner's Name 2 Scott A. Russell SUFFQ4"�� STO]KIMMA\T]E]E, SUPERVISOR �� � I�\4[A\N A\G]EN111EN T IN S5 Main Road TOWN HALL-P.E Box K G� � Town ®f'Southold 53095 Main Road-SOLJTHOLD,NEW YORK 11971 � �,��' CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT i ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �j — — — — — — Ili APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) Date: NAME: QG�ijG //01' y'} i ISignahve , 50 e0 1 f ►Iry ��EC-� _ ! : Contact Information: j tGMad&Telephone Number) F A N'-Db�' 1 Property Address / Location Of Construction Site: qg L7A AVp S.C.T.M. #: 1000 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i - - - - - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! i ! !; Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ® - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly l! to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit �j DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ; Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\,v York. THE APPLICANT MUST OBTAIN I' a S.P.D.E.S. Permit through the Southold Town Engineering Department I! Prior to Issuance of a Building Permit. �! Reviewed By: 1,�°G�t�, �"� Date: jll .I FORM # CMf P-T(1C flrtnhPr 'J(11C) ke C- e'lv e i Y Town Hal!Annexes Telephone(631)765-1802 54375 Main Road P.Q.Box 1179 Fax(631)765-9502 �� �s i Southold, NY 11971-0959 + k f BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 1. Date: 17 22 Owner: U I id, 3 SUA (9'-R F F 1 f .Location of Property: _ �� � �� ..n7�y j� U 1 t✓1/1� C�ObI 1�'I v -o Please take notice that the(check applicable line): } X . New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure f. 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): 4 Floor framing, including girders and beams(F) X _ .Roof framing (R) Floor and roof framing (FIR) Signature: Name (person submitting this form): K07-J 4a j pr 2E-PjRVj/1 -,k Y Capacity(check applicable line): Owner X Owner representative T►ussReg15.doex EffeeUve lh=15 f i "r gVF Fat ,�� Fee�N BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �,� a► �� �' Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Z Temporary Certificate # Iq 88 Date (.Lv)e- L42023 Customer Name Oky-kr 6r, Electrician Name owe ,Cc i Address 1/Q2.49' SOW. ,1%i.W .t Sow-f•WwId Phone 31 g4O e-mail(v � r� ,�,� 0 epgv% e-mail w1S_t(eC Q rl ' yr Phone V - License# M F. . Sa$ 3 Size 00 A Phase f Overhead Underground ' #of Meters / Remarks #of Underground Lateralsl 1 C 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 s fr a date above. /. Authorized by ----- o%5Fot ®�'_, BUILDING DEPARTMENT-Electrical Inspector w TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 o4/y Telephone (631) 765-1802 o Tem rar Certificate # �{V(2 / Temporary Cifi Date_ In -'� ^ 2023 Customer Name Electrician Name -Tbrh5 j5(_e c e Address S( S I Phone e-mail l�✓ ✓ r1 &['CL4 j • C6 e-mail J-Drns e l-ec L Phone y� _ . ,3 . all License# ME - size -. !,?.OD A Phase I Overhead 1Underground . #of Meters Q Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on ' ervice? Y/ Flood Reconnect O1.ld 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 days from a date above. Authorized by �. ot t BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD V, Town Hall Annex- 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh .southoldtownny.gov — seand(asoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: r,-`——,.,S Electrician's Name:"' License No.: Elec. email: mp�1S�f � /C ,�/L. Co Elec. Phone No:W 11- (,Q(a . Le).-ri I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: E� Address: Cross Street: Phone No.: Bldg.Permit#: �j �' email: Tax Map District:^ 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): FEW � � f �������ti� -&D�,!�i44� Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES a NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES RNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# [—]New Service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 10 (2,4 �o re- c,� 10-7877 8p J� IGg57-7 ufl: t , BUIL NG DEPARTMENT- Electrical Inspector J�IV 4 20� (_ TOWN OF SOUTHOLD c Town Hall Annex - 54375 Main Road - PO Box 1179 w Southold, New York 11971-0959 a ' "` T Vpjphone (631) 765-1802 - FAX (631) 765-9502 ' rog6fr so utholdtownny.gov - seandCaD-southoldtownny.g2v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii Information Required) Date: Company Name: !®� ;5 �L�C``-� Electrician's Name: License No.: 5',2.p?.3 �E,lrec. email: vNa 4 c� e(C IpJ Elec. Phone No: 6'3� �6d 3G�� I request an email copy of Certificate of Compliance Elec. Address.: Z(y--*l, 1 �1t/E,ef 6A- D ll ip®/ JOB SITE INFORMATION (All Information Requireed) Name: Address: ( f22 ---5�9c11Kb 16� Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: �q Block: 5 Lot: 5,,r BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle Ail That Apply: Is job ready for inspection?: ❑ Y NO ❑Rough In ❑ Final Do you need a Temp Certificate?: F]4ES [] NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size:oSLo A #Meters 1 Old Meter# �- 2Vew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnectt]b/nderground❑Overhead # Underground Laterals 0 1 n2 H Frame Pole Work done on Service? DY FV rN Additional Information: PAYMENT DUE WITH APPLICATION paq etc, to .0/y/73 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 1;.. Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 ® o� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(pbsoutholdtownny.gov seand(cr7southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required)_ Date: �O Company Name: ��, ,� �E '/C �•�� Electrician's Name:p Sz 4:::-wF&,( License No.: E— Elec. email: Elec. Phone No:V?j (• Led • U oZ.'r1 I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: cz r� Address: Cross Street: Phone No.: Bldg.Permit#: 4 5­7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ; NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YESRNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ` I0 �ok4t C4C c4:- 10-1 S-7 7 $p :11� 'ISgs7 PERMIT# Address: Switches- Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel �^� r �` L Fans Mini Fr. W/D Pump Exhaust Oven Sump HeaterA✓ Trnsfmr ( U� Smokes DW Generator Salt Gen. / Carbon y, Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i BUILDING DEPARTMENT- Electrical Inspector JUN 14 2023 TOWN OF SOUTHOLD y z Town Hall Annex - 54375 Main Road PO Box 1179 ** Southold, New York 11971-0959 I �.1plephone (631) 765-1802 - FAX (631) 765-9502 rogert0_s6utholdtownny gov - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN\F O�RM,ATION (AII Information Required) Date: a,J`�/� O 23 Company Name: /®/�l 5 Electrician's Name: 5z- License No.: 16fr ST P9°3 Elec. email: Elec. Phone No: S6d gG27 Ild I request an email copy of Certificate of Compliance Elec. Address.: 4,�—*VA✓ JOB SITE INFORMATION (All Information Required) Name: 97 O_ //- 6_,C,r 211 Address: Cross Street: Phone No.: Bldg.Permit#: (��� email: Tax Map District: 1000 Section: Block: S Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ©eA (IlVd aa4<�v/vD 5EX W CC Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ Y NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ES ❑ NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size:o��� ® }: A # Meters 1 Old Meter# 2' ew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnectt]bfin/derground❑Overhead # Underground Laterals 1 FJ2 PfH Frame Pole Work done on Service? Y rN Additional Information: PAYMENT DUE WITH APPLICATION Pat,� etc, &/� /e3 PERMIT# Address: Switches I Outlets GFI's�� I Surface f Sconces H H's UC Lts Fridge HW POOL 9 Panel Fans Mini Fr. 1�1 W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW KGenerator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC �� AH Hood Blower Service - " ©Amps Have 1. ()Usecl C('� Sub -eDn Amps Have q (qUsed �7 b Comments NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0 0 A A A A A A 203592246 PROACTIVE BROKERAGE INC 926 SUNRISE HIGHWAY WEST BABYLON NY 11704 ❑ SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FLANDERS RENOVATIONS INC DBA TOWN OF SOUTHOLD PECONIC BAY BUILDER 54375 NY-25 121 C MAIN ST SOUTHOLD NY 11971 WEST HAMPTON BEACH NY 11978 I POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12172 435-6 574087 11/25/2022 TO 11/25/2023 12/5/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2172 435-6, COVERING THE I ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. I IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENTiOF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. KRZYSZTOF ZEBROWSKI, PRESIDENT OF FLANDERS RENOVATIONS INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEWYORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 248282167 U-26.3 ACCO CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYYY) `� 12/05/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pol cy(lies)must be endorsed. If SUBROGATION IS WAIVED,s-ullect to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIAUI NAME: Walter Gesla Gesla Insurance Agency,Inc AIc No Ext: 631-840.0027 Ext.211 (Alc,No): 2410 North Ocean Ave,#304 ADDRESS: col@gesia.net INSURER(S)AFFORDING COVERAGE NAIC# Farmingville NY 11738 INSURER A: OBSIDIAN SPECIALTY INSURANCE COMPANY 16871 INSURED INSURER B: FLAN DERS RENOVATION INC INSURER C: 121 Main St INSURER D: Apt C INSURER E: Westhampton Beach NY 11978-2670 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDfYYYY MMIDDIYYYY LIMITS K COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X CLAIMS-MADE F—IOCCUR PREMISES cccurrrence) $ 50,000 MED EXP(Any one person) $ 5,000 A SCB-GL-000020568 12/21/2022 12/21/2023 PERSONAL$AOVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 k POLICY PECT 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SC AUTOS HEDULED AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED $ AUTOS � (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd AUTHORIZED REPRESENTATIVE Southold NY 11971 fU,e, '" 01988 2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD f EO ND: SITE PLAN BASED ON ORIGINAL SURVEY BY: PROPERTY LINE KENNETH WOYGHUK LAND SURVEYING, PLLG �, SEPARATION DISTANCE REQ'MT5 FOR g A.BOX 153 REFER TO PROP05ED SITE PLAN FOR PLACEMENT, THIS DWG. RETAINING WALLS: P PRINCIPLE YD SETBACK - - - - - AQ.13OX 1 E,N.Y. 11931 MINIMUM HORIZONTAL 51EPARATION DISTANCES: A.STORM DRAINS = 10'-0" PHONE: (631) 435-1462 PROP SANITARY PIPE -�-� SURVEY DATED: DEC.lo,2021 GUT ALTERNATE BARS B.CATCH BASINS,NON-LEACHING = 5'-0" DOWEL PAPER SLF�VE LATEST UPDATE: OCT.19,2022 PARTING STRIP-7 G.SANITARY STRUCTURES(WATERPROOFED) = 10'-0" Q DEMOLISHED OBJECT(TBR) -------------- • ELEVATIONS REFER TO HAVD88 LILY - POND PROP.STORM DRAINAGE PIPE -w -w -5° -w :ITT- PROP U/G WATER SERVICE - w �+ w - - - _... -� - --' CONCRETE RETAINING WALL SUBJECT � EXISTING WATER MAIN "' `" I I" OUTLINE CHART PROPERTY FILLER LOCATION B EXISTING OVERHEAD UTILITY LINE: - �� �� �� - TAININ6 WA EXPANSION JOINT RETAINING WALL CONTROL JOINT PROP. RET. REQ'D FOOTING 51ZE REFER LAND N/F WALL HT(FT) TO WALL DETAIL,TH15 DWG N PROP.U/6 ELECTRICAL/(OMMUN1CATION OF �t,� SERVICE LINES: -_E E E JOH NH NDAHS LEN �`f' �/ O ® O. O, O i � 4'FNfili POOL FENCE Z DEVELOPED 0y\�ul�, (PER A6REEMEfJT W/OWNED' 3 2-b 0-II O 1 I-0 p TEST HOLE EXI5TIN6 UTILITY POLE -a, PUBLIC WATER l p 4 1-10 I'-O' 0'01 I'-5" 1 , 5 3'-10' I'-I' I'-0' I'-4" BEST CASE � 0 b 4'-b' 1'-2' 1'-5. 2'-1' FRE5HWATER WETLAND l 5'-3' 1'-3' I'-b' 2'-b' LOCATION MAP: PROPOSED SANITARY SYSTEM: BOUNDARY DELINEATED BY EN-CONSULTANTS ON z 12• 8 5'-II' I'-4' I'-9' 2'-10" NOT TO SCALE ° HYDRO-AGTION O COVER TO GRADE \ FINISHED :_ :- . . :_ . AA OWT5 (C) )PT `�COVER BLW GRADE + \ OCT. 3,2022 4 b 8 15 2-0 3 3 WORSE CASE �, R r PATIO EL.® EL.31.0' 10 T-Y 1'-b' 2'-3" 3'b' (SHOWY) ,�, a- O : ; I1 8'-1' I�7 2'-b" 4'-0' PROPOSED SITE PLAN p� Ex. T.O.WALL® [L r36.61'MAX AG �� MOH+ / ji %y• , LEACHING EXPANSION �O + + + `2`� • " '������r .��-�, 12 8 10 I-8 2-9 4-5 !�, SITUATE AT: DATUM+ NAVD88 POOL/N POOL /^ O� i! + + + + f %`;i -`ri :: \r� �r 13 4-b I-4 3-0 4-�I 114?5 SOUNDVIEW AVENIE 5011THOLD NY APPLICANT/OWNER: { + } 4 BARS Ib"O.G.HORIZ.3" " I' •I 14 10'-3' I'-10" 3'-3" 5'-2' TOM OF SOUTHOLD FACE OF WALL _COUNTY, GARTER AND SARA GRIFFIN 1 i ;E X F/ + + + 1 + (PER 04ER) 15 I I-0 i-Il 3-b 5-1 IN TIGAL,246'O.GIE TOJ s , al �" �n " 5GTM ON .: �54-05 455 -� - 1/ + t + + 16 II 10 2-0 3 ID b-0 PROPOSED STORM DRAINAGE STRUCTURES: - \ + I + + Il 12'-l" 2'-I' 4'-I' b'-5' SITE DATA: / 5D + + + �20 100' FRE-5NWATER ROPOSED �' , H IS 13'-4' 2'2" 4'-4" b'-10" 5TORMWATER LEACHING POOL 10 -/ '/ O Egg , + + + + l0 WETLAND BOUNDARY - � ��`. ��• -. 19 14'-2" 2'-3" 4'-8' l'-3' TOTAL LOT AREA: 65,458.44 SQ.FT. (1.50 AG) (SEE DWG.FOR COVER REQ'MT5) `- RAVEL DRAIN +` f + rxr OFFSET ��� �± 20 15'-0' 2'4' 5'-0' 7-8' O OPEN COVER TO GRADE + J / y } O SOLID COVER TO GRADE 4- \ �� a �� ��� OVIDE 8 5.F.GRAVEL ` tf I.v . GENERAL NOTES: _ SOLID COVER BELOW GRADE •`. FILTER FABRIC I.CONCRETE SHALL BE 4000 PSI MIX / � \ \` 4" Y' •: 2.STEEL REINF.SHOULD BE GLEAN,FREE FROM HARMHIL i FINISHED FLOOR ELEVATION FFL.EL. _ / `'• e ` • RIFT,AND IN COMPLIANCE WITH APPLICABLE A5TM �� L f eye LAND N/F I STANDARDS FOR DEFORMED BASE AND STEEL WIRE. GARAGE FLOOR ELEVATION 6.FL.EL. _ �' I), ?pD Ol OF 3.TOP MASONRY PET.WALLS SFIOIA D BE CAPPED • GRADE VARIE-5, /OTFERIJISE PROTECT®TO PREVENT THE ENTRY OF -,v� A J, l �� JOHN AND IRENE �R 0 �� lJ �' MOU51ADE5f I WORSE CASE 6 EL.31.0' EXISTING CONTOUR F _ N `3 DEVELOPED o5 6 Ib"O.G. "�6 PROPOSED CONTOUR: _ _ / /� LIN£� 00, PRIVATE WELL E I. (NAVD88) 4.HEAVY EGIUIFT'BJT USED IN BACK FILLING SHOULD NOT � #4 GONT.o �+�• • I� APPROACH 0.05I3R TO THE TOP OF THE WALL THAN A 16'O.G. ,v <�. ;'»;>,,�;-;;,'' DISTANCE EGiJAl TO TFE HEI6EET OF THE WALL EXISTING L , SPOT ELEVATION x6.0 ONE AE P \I\/ - � i � PROPOSED �1 REPUTED LOCATION OF (EL 1 1) �Q�,{0 �- �' -. ; .p. .�y.T -o NOTES: r l m SPOT SEDATION QUO EXISTING SANITARY SYSTEM r N :a f , I.PROVIDE CONTROL AND/OR 6ON5TRtTION JOINTS IN \J 7O BE ABAN?ONED �� -' • �, 0 "' CONCRETE RETAININ6 WALLS ABOUT EVERY 25 EST AND Q REFER TO APPROVED 5GDH5 PLANS ✓0, - EXf'AN510N JOINTS ABOUT EVERY FOURTH CONTROL F--'-^ o FOR ADDITIONAL INFORMATION BA.Fib a AND/OR CONSTRUCTION JOINT. COATED DOWELS 5HOULD E L.-3.0'(A55UNW) BE USED IF AVERA6E WALL 14555 IT ON EITHER SIDE OF N / 4/ 4 �y ` 1 \`�� PPE 2/3 Q 2 USE TEMJOINT PERATURE BARS IF WALL 15 MORE THAN 12"THICK. _ LAND N/F i �, ZONE X i IlV' _OF 4; / t� dEX. Cn DONA AND J05EPH // �r / ;t / 3.USE \ / ✓,�• .�'o u.P i c 3'-3u I'-O" b 2'-0" LC BURRA5GANo � X^ ` i o DOVEL5: I X2-V PLAIN BARS®12 O.G. DEVELOPED S�v. _ j j• t• ;" FILL62:PREMOLDED JOINT FILLER �/ O PUBLIC WATER �� I x r, - '�' Q ®b'-8" PARTING STRIP: 16 6A 6ALV SHEET STEM ( � ri \ / \ O COATED TO PREVENT BOND AND WIRE TIED TO h-i•� (n X A" I �H 6s� th / / �? / REAR o 12'O.G. � < Ex.WD/S �,�. • - �, \ LIMIT OF CLEARING, GRADING ��ST� � , � \ J% n�' / LL Aw GROUND DI5TURBANGE �`�> TYP. POURED CONCRETE 4.EYS5LID 6H HALLS AND BE RE5EIRED ON TO PREVENT E '� x z AREA: t34,281 5Q.FT. (t0.1870cic) i T CLAY. Ex. EXIST. LAND N/F LAND N/F Mo ' �� /`4-Q h I ��\ ` / / PRIVATE of RETAINING WALL DETAIL � OF / E�STING ��lf �I \ "�/X WELL Z WILLIAM BOLTZ AND /�,p{Op� ^ _r d) IRE Co.VITTI �O� I DIRT/GRAVEL' ° p 2 Q W CrJ v, Y ,-� �Qp _ �,p O; WILLIAM ERHARDT 4 UNDEVELOPED / Sy. `� � ry�/ DRIVES IPY / O5 PR /l'l-� % / / DEVELOPED (� MlT PUBLIC,WATER O PROJE-GT/LIMITING 1=E1JGE EXISTING PRIVATE WELL: �; (EROSION CNTRI..MEASURE) TO REMAIN AND BE USED FOR SILT FENCE BARRIER TO REMAIN IN IRRIGATION f'URP05ES / \ / PL:AGE UNTIL JOB COMPLETION o / f T • \ ° i(5EF DETAIL,TH15 DWG) / o ° a /EXISTID D>AV RAVEL°IVEIAl( � . � i / / � / / - PROP05DEDICIAT�TO:�jPOOL PATORM TIO AAND UPPER DECINAGE �T���• I--'-i TO TER TRI E3UTARY I I T EXISTING �O J am • / I ° a / �O (I) -8 0 II LIQ. DP. LEACHING POOL W }�- I STY FRAME DWE LLING 4' sa j _ ' �( /?,oO'c �(jOo `.`,,, '\, a J q / �EXISG. ti/ Ex. / FOR GA G AND DETAIL SEE DW6 5P2 ~' O f. Ex o a / / DIRT/ t U.P. /i'A S boll ,\ • , Poi / /' / / GRVti• i / ENGINEER: �Rvw 54 _ PROPOSED STORM DRAINAGE SYSTEM: STORM DRAINAGE CALCULATIONS: "� � ++ / ;' / i / - - DEDIGATED TO: PROPOSED DRIVE 8 PARKING AREA REMAIN STORM DRAINAGE TRIBUTARY IV VOLUME = ARE=A x RAINFALL x GOEFFIGIENT G F,i-y��✓ �o (1) &V x 5' LIQ. OP. LEACHING POOL RAINFALL = 2' = 0.161' __ y ✓ 36 - COEFFICIENT OF IMPERVIOUS SURFACE = ID ELEV_42,0 �- LAND NA / Ex "gp / /' '' 6 FOR GALG AND DETAIL SEE DW6 5P2 -- BROWN 51LTY -"� 2 n ? SAND 2'O� IREA�G AND PIPE % `� ) TRIBUTARY AREA I. TL AREA = 24%S.F. z t rn T ELEV.40.0' (94) BLW 6RD GHRISTOPHER VITTI _ I `j G / 6' ��. ® �p� MIN O/ �a _ DEDICATED T0: BROWN CLAYEY DEVELOPED �� \� /4g n, QyQ� 3f'� �' Q DWELLING ROOF(2,22b 5.F) �, SAND PUBLIC,WATER RF OVR ENTRIES 85 S.F c �,� .��a Y • - `� BASEMENT WALKOUT(05 S.F.) \ r ' �,�' �. �� i �ti\� ~4 o O PROP05ED GALG.: 2,4�i6 S.F.x O.Ibl'x Loo = 41683 Gu.FT. -;� •,t"EJ TEST HOLE t. ' % sj Qo �`��� o �,°' �, 4 �' POWER AND GOMMUNIGATION TOTAL VOLUME:REQUIRED = 411 G1.FT. 18.0 BY, MGDONALD GEOSERVIGES Ex. \; - A+ , . � ELEV.246' BLW 6RD PIPE =� ✓01. CONNECTION POINTS USE(3)-8 x 4 LIQ.DP.LEACHING POOL JEFFREY T. BUTLER, P.E. _--- ON 04-26-2022 GAG TOTAL VOLUME PROVIDED = 506.88 CU.FT. BROWN SANDY 'ROPOSED P.G. RE AININ5 WALL / Y `'° - - PROPOSED I9 TAP POWER FROM EX. UTILITY ``'+ 't ✓, ° POLE AS 5HOW GONNEGT PER TRIBUTARY AREA II: TL AREA= 2 64 S.F. CLAY H16HEST EXPECTED _OGATE BELOW.PATIO IMETER A5 SHOWN, y� ,� 2 STY FR " .`\a � ' � ate`' UTILITY PROVIER'5 REQ'MNTS � � 24.0 6ROUNDHATER.o E L.5A3' 4PPROX. 123'L6,(SEED TAIL,TH15 DWG) �y� .Aga AP DWELLING \A� � ' r_ �� MON. ELEV.I8.0 (U-) BLW 6RD DEDICATED TO: -E ----- j IQP� - 2 226 SQFT., - o- 6 / �a �P!(3Pb r+�1 V'41F l y��L WOOD DE GK(928 S.Fj O BROWN CLAYEY --- PER TESTHOLE: PROPOSED 4 H. F GE / a. � 6 BEORM p �: ... /s� pRgp �w vrnv EL �-o- S(l �LP/-RO POOL PATIO(1,641 S.F) CD SAND NO WATER EW-aINTERED® EL 4.0' a, , . a sD 12 WIDE, �Gr M O 29.0' ALUMINUM POOL FENCE SELF-GLO51N6, ��� ���°� RFL.EL. 44.0 �� �• 6RVL. U' DiR1 u.P. �'ROAF12 GALG.: 2,569 S.F.X 0.161'X 1.00 = 424 CUET. ELEV. 13A' (SG) BLW 6RO PER USCG WELL: SELF-LATGHIN6 GATES, P OF 3 0 ati� �`� 3 -� GO ���`� •' PRIt6�' ti T10 TOTAL VOLUME REG2UUIRED = 424 GUFT. Z tSl -- -- E3ROWN FINE TO --- HI6hIE5T C NDWTR P� (PER OWNER) �\ ��' 0. 6 o Q I'• USE: 1)-V41 X II'LIQ.OP.LEACHING POOL GGUR5E SANDILL U565 WELL No.516180.1 = EL 5.43' n, v /F� p P� $p y:4\ \y ( ,,��// a' TOTAL VOLUME PROVIDED = 464b4 GU.FT.� F-z•I (� O CD PROP05ED / �/ / �pl In o, o�f�'1'-, j Ifs LAND N/F TRIBUTARY AREA III: TL AREA = 465 S.F. (9 POOL EQUIPMENT LOCATION: / 7Q o �.• ' r 00 9 • ` i ys 2P a�Q LOUISE AND PETER DEDICATED TO: T l!� W 38.0' NOTE TO CONTRACTOR...CONFIRM LOG W/ / P _ ��` / �� LE51GA SWIMMING POOL DRAINAGE STORAGE AREA(465 S.F.) E- }O --- OWNER PRIOR TO ALL POOL WORK �°� {p •: / DP �, �. �' / 04 DEVELOPED POOL GALG: Z ELEV. 4.0' BLW 6RD i '� � �. / o �g JxP . I Ex.d PRIVATE WELL 15 x31 POOL,DEPTH VARIE-5 3.0 6.0 (AV6.45) 3 (Y PROP. 2.5'xb' P.G. SLAB / i �o h�0`� 5D/ y ss A �� ,;�' u.P. POOL VOLUME = 2U43 GU.FT.(15,652 GAL) a OI- < CL FOR POOL EQUIPMENT ( 1 1 0, 15 652 GAL X 0.05AS = l83 GAL.(104b3 GU.FTJ LLJ Q_ CL 24'(P CAST IRON COVER FLOGKHART i PROP05ED STORM DRAINAGE SYSTEM: / � 57 i `LP � TOTAL VOLUME REQUIRED = 183 GAL.(105 GUFTJ• W � } � FOUNDRY COMPANY PATTERN NO. b112& PROP05ED POOL DRAINAGE STORAGE: �� Q j6 r8p��,� - J ' DEDICATED TO: DWELLING AND RO. ENTRIES Z USE Q) -8 m x 3 LD. LEACHING POOL-SOLID COVER E"'� OR EQUAL(ADJUST TO FINISH GRADE) DEDICATED TO POOL BACKWASH AND STORAGE _ y' \ STORM DRAINAGE TRIBUTARY I TOTAL VOLUME PROVIDED = 94l GAL.(126 GUFTJ 1--1 LLJ FINAL GRADE STORMWATHR TRIBUTARY III � O-, ' (3) 60 x 4' LIQ.DP. LEACHING POOLS Q N • (1)8'� x Y LIa. DP.,CONNECT TO POOL EQUIP I�, I �i • CONNECT AS SHOWN TRIBUTARY AREA IV: TL AREA = I,U25 5F. W O FOR GALG AND DETAIL, THIS DWG I ,' FOR GALG AND DETAIL SEE DWG SP2 DEDICATED TO: • ;�� / �� SEPARATION DISTANCE REQUIREMENTS FOR PROP05ED DRIVE AND PARKING AREA(I;Ob5 S.F) W (Y # Q N I z 24" GALG.: 1065 S.F.X 0.Ibl'X L00 = I118b GU.FT. V� Q I N I -� PROJECT LIMITING FENGE �2) ��,� / LAND N/F PROPOSED 5TORMWATER LEACHING 5TRUGTURE5 AND TOTAL VOLUME REQUIRED = I18 GUFT. Z v .� <• - r � . (EROSION CNrRL MEASURE) 1 �,°�O OF 6 BEDROOM 5ANITARY 5Y5TEM• PIPING (RESIDENTIAL): O 6 PIPE DIA.MIN• D� Q USE(1) -8 x 5 LIQ.DP.LEACHING POOL-OPEN COVER a O v O I �;' \' ., `' I SILT FENCE BARRIER TO REMAIN IN �' � � `,` ANC, LA AND GHARLES GAMINITI HORIZONTAL SEPARATION D15TANGES FOR STORM I`� MIN.(AS REWIRED) ..• j ,�;�y��:y;. � _ _ �� • � 5 `V INNOVATIVE AND ALTERNATIVE TOTAL VOLUME PROVIDED = 221.2 CUIFT. O lSl L N O �I PLACE UNTIL JOB COMPLETION �'�; � DEVELOPED HIGH DENSITY POLYETHYLENE X" ✓ . ( (SEE DETAIL,THIS DWG) PUBLIC WATER ON-SITE WASTE WATER TREATMENT PLANT DRAINAGE LEACHING POOLS: PROPERTY LINE - 5' MINIMUM lSl 1' ;` ut° �I BUILDINGS WITH CELLAR = IO' MINIMUM TOTAL VOLUME REQUIRED: 1,129 GU.FT. STORAGE � N (� (HDI'E)PIPE REQUIRED \X f H-20 8"THK TRAFFIC Ex. I -HYDRO-ACTION SET-N-60,MODEL AN(600 TOTAL VOLUME PROVIDED: 1,318 GU.FT. STORAGE %. K./ BUILDINGS ON SLAB = 5 MINIMUM PIPE - VI X I14V SANITARY A LEACHING POOL WATER SERVICE LINE/LATERALS/MAINS - 10'MINIMUM O O SIZE: RF LDR(ANN =b"MIN ,� .. �v �. .��` >, E3EARING SLAB .. s% � PROVIDE 14'� 5ANITARY WICK U�GROUND UTILITIES = 5'MINIMUM � Z � '>yy 1 x EX.g �� `,, SEE APPROVED SANITARY SITE PLAN 5ET FOR SANITARY SEPTIC TANK = 20'MINIMUM Z (n I; \X �'I WRAP WITH bog.(MIN) DRAINAGE SRUGTURE NOTE5: U.P. c� V ADDITIONAL INFORMATION _` 4 :L _ . < ►- /' 4 I NONWOVEN GEOTEXTILE I. LEACHING OOLS SHALL E3E PRECAST NG CEMENT STRUCTURES AS MANUFACTURER BY ��� �� 5ANITARY LEACHING POOL = 20'MINIMUM www.dignetnycli.com O r "S (FILTER FAE3RIG) SUFFOLK F!EGAST INC.OR EQUIVALEN . SFIOP DRAWINGS SHALL BE SUBMITT[� TO THE TOWN �t� PUMP STATION = 20'MINIMUM o-NC`1)��Or � r www.ca�811.com O Q . ENGINEER DR APPROVAL. �o�, MANHOLE = 20'MINIMUM Q ALL WALL SECTIONS d 2. ALL GONCGEMENT USED IN THE MANUFACTURING OF PRECAST STRUGT.SHALL DEVELOP A MIN PRIVATE WELLS = 50' MINIMUM I 8'�ONU I ANb (for other states) 1� p _ 800-272-4480 1 811 Not 3 MIN i � ( 3 MIN TOPS SHALL BE SET IN A GOMPRESNE STRENGTH OF 4000 P. .I. IN 28 DAYS. RETAINING WAlJS = 10'MINIMUM BED OF MORTAR 3. ALL ORAIAGE 5TRUGT'S SHALL BE AGED IN ACCEPTABLE LEACHING SOILS(SP OR 5W),IN EX. PROP PROPOSED SITE PLAN FUEL 5TORA6E TANK5(BELOW 61ROUNO) - 20 THE EVENT'OOR LEAGHIN6 MATERIAL 15 EWSOUNTERE O,EXCAVATION 15 TO BE CONTINUED TO A.P. MINIMUM PAGE. ` 8'DIAMETER SUITABLE IATERIAL AND BACK FILLEDAS DETAILED. By law,excavators and contractors working in the For safety reasons,homeowners are strongly z SELECT 6RANULAR SOIL 4.U5E 15'DI)CORR6ATED HIGH DEN51 POLYETHYLENE MOPE) HEAVY DUTY PIPE FOR " HORIZONTAL SEPARATION DISTANCES FOR STORM five boroughs of New York City and Nassau and encouraged to call as well when planning any I INTERGGNEGTION OF ON-SITE 5T WATER LEACHING POOLS DRAINAGE NON-LEACHING 5TRUCTURES: Suffolk Counties on Long Island must contact type of digging on their property.Homeowners EXCAVATION AND BAGKFILL WITH A66EPTABLE BACKFILL FOR 30 15 O 30 60 WATER SERVICE LINE-5/LATERALS/MAINS = 5' MINIP�EIM DigNet,1-800-272-4480 or 811,at least 48 hours but can contact us directly at 1-800-272-4480 or by N PERIPHERY AND BOTTOM USE 6' 5OF 35 TO CONNECT DOWNS T5 TO DRAINAGE 5Y5TEM AS SHOWN. PITCH AT 1/8" no more than 10 working days(excluding weekends calling 811,the national call before you dig GROUND LEACHING MATERIAL(SEE NOTE#5) PER FOC MIN. IN DIRECTION OF LEA HIN6 POOLS.PROVIDE E300T CONNECTION TO I =30-0 UNOER6ROUND UTILITIE5 = 5 MINIMUM and legal holidays) nor to beginning an number.For excavation work completed on LEACHING(SEE NOTE#5) GRAPHIC SCALE g y )p g g y p WATER DOYENSF'G1T. mechanized digging or excavation work to ensure personal property,it is the contractor's A.HDFE PIPE SPECIFICATION(AA TO M-244) VERTICAL SEPARATION DISTANCES FOR STORM underground lines are marked.Excavators and responsibility--NOT the homeowner's--to TYP. STORMWATER LEACHING POOL DTL B. IWYALLATION OF HOPE SPEGIFI ATION(A5TM D-2321) DRAINAGE LINES: contractors can also submit locate requests online, contact DigNet.Having utility Mines marked prior G.WEIR-TIGHT JOINT TESTING G.(ASTM D-3212) WATER SERVICE LINES = IS"MINIMUM through ITIC.If you do not currently use ITIC,please to digging is free of charge. NOT TO SCALE D.GASKET SPECIFICATION(ASTM -411) SANITARY WASTE LINES = 18"MINIMUM call 1-800-524-7603 for more information. of 1 EH TOWN S.C.T.M.# DISTRICT 1000 SECTION 54 BLOCK 5 LOT 45.5 1 1AN�f �f CNN f I i i FENCE 0.6'N t ON. NIF 206 04 X X X 1 LILY LPN pF SOPN K p x X X X X _- BURRP e � E X X x x X X 100'SETBAC l` POND x x � � X x X - MODERATE ►ygyf ` X X -P \ 29 __ �AC`` LNE ; X X X X o FRESHWATER WETLAND BOUNDARY DELINEATED BY EN-CONSULTANTS X X X X o OCT. 3, 2022 pF \ FENCE / \ X X O 6.8'E \ X MON. 0.2' ` ZONE AE(EL f f) ` n X SWO TOOD O SHO ZONE X �'py 9 WELL ..5:'�:�:•�:y:::::::::: t` a wy PIPELd \ N \ w � 127.J� °' o O n� LAND N/F OF MOUSIADES LAND N/F OF .q•. V VITTI Q Q1f� PIPE .P. rv) w . o ✓ O GA All PIPE o WELL / N ® / PIPE .P. V. LAND N/F • OF BOLTZ & ERHARDT c„ PROPOSED PAT10 . o0 PROPOSED INGROUND POOL U.P. SPA CELLAR c PROPOSED ENT. DECK 38.0 `•••"FOUNDATION LOCATION ........MASH 29 2023 �....... P FND9a:429:::::::: .............. %%Z a . Q PROPOSED O 1'-3 (-n GRAVEL Q LAND N/F 1Nv PARKING OF v VITTI {� N •° 985.00' MOMSLS E ING) 135.00 OXN S 42051'00" W U.P. f ppP'7,W OF PAYMENT f 8.0 S EDGE U.P. SOUND VIES AVENUE FOUNDATION LOC. 3/29/23 ZONED R-40 U.P. - FRONT SETBACK: 50' MIN SIDEYARD SETBACK: 15' MIN (35' TOTAL) OUP REAR YARD SETBACK: 50' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP 36103CO154H EFFECTIVE 09/25/2009 AND OR DATA OBTAINED FROM OTHERS. AREA:65,458.44 SQ.FT. or 1 .50 ACRES ELEVA770M DATUM: NAVD88 - -� UNAU7HORIXD ALTERA7701V OR ADDI7ION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 714E NEW YORK STATE EDUCA710M LAW. COPIES OF THIS SURVEY MAP NOT BCARINC THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO TIC PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSEU OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY UN£S OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: CARTER GRIFFIN; SARA GRIFFIN; MAP OF: WESTCOR LAND TITLE INS. CO.; FILED: TD BANK, NA ISAOA/ATIMA; SITUATED AT:SOUTHOLD ADVOCATES ABSTRACT, INC; TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4'.�* 4100906 P.O. Box 153 Aquebogue, New York 11931 FILE #221 -222 SCALE:1 "=30' DATE: DEC. 10, 2021 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 1. SEIVRATM CISTAWE REMCIS RR aA..uxSPWnws 9s+b4p_ esaNstn s1°°- / / / "I r U.P. 94 FROP MUNI N R=ZIx ffiMw ONw vxM LF¢MDBIAMOTUI6.700 CL1fa11T2 eMD IN 6NIP / / / / .:. :/ FEM 7R611R.'NIAILa A6{WNGIlMR•ITP NAL4R6TgNtORN6•IOW' OR"aATer - / / / ,// ''-� 7AID BY A YG�IMBR�ae, r' ' iROIOF7a1T75NIaKK _..--.-..-.._ ILMMONSM-90 Kf/JrHt9A86LTMNFAOIW-!"d• SAND / f .. \• -- a71l9RWN�Y, r' " eFanertuaalw MNAL �owlPNlT4 CLVXVWLLVAWIMR.•.W / / PIi7PBANURYFM cANTI6YegL'Ic•e-D• rZ T�AA��t,, MCR► -lw 4vd / / // �/ �. •: �i - wa.Y coSMkn • I ,- +C IM10LL1lB•Ob aFFtlOtlYllm•NO /" J v0CU9wC9wrM -------------- aalPAtelNini/CI1Wa•TAP R.r00"P L•30o' / / 'SD „ 1 .�,5'' i' FLROY.HLL-7WW aTTo'DRAW .RNOPNOF! �� / • / - .- , „T' WRV' \, ,�j, PROP.670WF0*AMEFFJE -•-•-•-•- aMlvNl eL•80 ttseaeatsaatTW•>l'o @ft'_,2 _ .__., 'r �� NIlMWK'LbClFF4 *-" T.Mop-010' LRwN dNO/ `'� TFrA IW fNT91NliM2 -N 11-N- dO6FTGTAR6•D0 ILLORNtYN-90 aR/ / • .4!t p� O ,ate .q'• , . AA.: P10s71xewD6ew01 ---.�-�- KurunnN•o4 eev_roa_ (LLl e_N aD / // �i•° �� ;/: �� ° a siJBJecr DOSTROONHi6AD 161rIYLJ6 -n -,� -,� - Jnrro /lAtff 2F0 '�.// / .'�d "; '':- / •' , - so �` PROPERTY OOCAPn N w V WP I!L',I.D / ua• / a a- • * svx \ Iws.WGRlICTAut�IMMGTION of am mew / yT�. ,�oQ� •Q �- \ _ N561N.e 10�. �E�E-ems .ge:A'D N3EN dwlM/�W / . / �,• J Qp _$p :.y.. \\ `� - -_ _ Sy. DeVMOFW ILRPlTb/601N W E% / / to _Z m FRDY81 IN9 ' �► \ OIRM 7RiTil7e t71R1teIR1TYWlE ro., 1 AIO.pMTaiFld6.e �_ FnPE ! Q;...� �A_ L• az- .''h. .•.n ..:vf� •.,r - FRW0MfiWAItrSMlEI4 \ Iowa�°`et-at .n.,n .yarlillm ' ..-;,:', : ` - IM.ZL44• -d r_ e� LOCATION MAP: < p TEST HOLE \ a':' :<. Q i }l, 46ANFFEWCA a IT1IAIPA67NJ ®dON9tT0 AW1E \ / \ Y'' IMUMNS6 ! y d"�' Ar"Ad7 omw1f r,•, MAOB CCOV91nLt6RA0E / IINWRlatImllWmtlDt Bf.IRCoO#Qb.= fD r q3 TMNroHFVbtI -`Fa dA' >t�<� •h..'i \ IDTo6r/ve \ eO LeeeHURrdIFeoJ.aSv a°Isoam O v.eF��ss:. 3DNVILAN -d �` %'='sD' ... :.• `'i► y;nrfu :"..�1 P f Ls/ctWO DPNWwI $ / > T®wPa 9 e°:' k IttFd/.RYA1 ieaOtrstli,-, .oap�`• - PROPOSED INNOVATIVE AND ALTERNATIVE LEA EWA p / NATm 6aW LP.RICH / a Nr PAIe -J sRa�a..' / ON-SITE WASTEWATER TREATMENT SITE PLAN �-♦ Cs• 7AGTF11lO1Tf 'b' 0r N :%PF.RKaC::" 4 •••y •• ry ..TQS L "y. 'AREA tTYA1CAT VAX%Ktxw FROMLe oD GUM OP RATt/'Ma 5OLamcasp IISiASH nQ / _ .''•.' 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Ot7TOLY0TON rbD / / .g yf2� \ \ /PROIRIMal &=JbLON.OPYN.CNBIF aRM.YrAN24MFMAPPRg .dPNNr (EL'11) O�j2p \ /6- ��W UA OWTS UNIT Sizn�rG: / - er`^a \ \ e� anOF i�E PROPOSED I _ • l AtcWIB,RRwtO> wAmALens,s,ICRrrtcrwaY V oh8 ! /"' zoRez� 'ol / PARTIAL SANTARY STrE PLAN s u�`Aa'0"tNmwBmtt7��ArteaurAals W PFWAIE NIL I I 6�IGONLiB.LMA t- LAMWF / -«.al"m•nswre FrNNTAKW'PAOBY•f60fiJ11O16 W Cr• ,ti+ . ` IYMV /. FE ar lJec 1 A dtR'!'Lk%01Y .mN.mm DauAID.n�x / •I 15TYLPN! \ / I\�n� tlQ16WM9 I/AOWISUNITLOADCALCULATION: - I a � ur. P.bn•..ma A" to PI.I ! Q�nn .a ♦ ' I--umw1 ulw0p r\ s8QJv't, / eFxtK.Su�e ° F.soc"' I q 800�272-9980 ell 20 aetstuw .mdw/®Nwa°6On / Ecw 71`u1 \ • \�J �` / °•�§"",ao:a"r:u^'nr"'m"w"'re°. Abandonment ofthemdst6g sanitary systemmust In •LW NIMJWAOTIONHJ6MMIF3i1R'ADWRAW orb.,.......ne cartremore-vA-y ba. E-Wry rencm.m:«.«rere.re-re,e�r IN:ILLBftN,awo YlIYdtS7B1 11 XQ ° N 8616 / qD m.mc"iwmwco".weimnures .a.c�srvem conformance Wth the Deparbnent's requirements r.mn.en+mN..Y-ecn.wwnw nm . •s•awoon..w.nm p...0 nr ••10fN.TIERTIIOfJ�iilOfi.MOdPD LL. 1 / sm.k�ww.mm�ymw.-mnnw Ip.afkpg.pmM"popwry Nmwawna. .ipOl, upkpy.Wp�p x /� ' o`er • \` EDJ®r0g,itlSDY�!-�_\ Submit completed form WWM-080 as proof ogrom^tamzraaaeokett.nbmmm�n o-n eemwnk,eey.tmomuaoaq «Np,RA„N,pOr6� Q -O LAIID WP / DaST. / Lw WF w"so.onanoe.n fe.wabe+,.x.w. .�setl,k."no"xmn•rn.rw ka «116WJlKEAJEII.?I IOI'1: m I M ,.,.. 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SP2TOU%vLme1Emvw./710IPL WPL4tlULE�.ID aim. �v�r:�ay!�,-,5 9rAlPAISN JPr9Kar 7R KAr.i ,�I I .'I {' cemi WG IL�r N-BVxIM LYi LP.LErtlYtlWall. 4.EN-OMx9L1A q!uWAW TUC{.-QAIW/FR Il21BMlNLLIb.IiBOlIdDr Ea91LM7ll.dL,O aWTaP 1l NLTRIRRBfABRTIIIATIOICCNINIro AL MINPA7EMLLIOL Allrl rPCBCAWGITbN UAMFIP M'IW WIRUGIL7RM pl► WrALN22eFA7L>W-=aft 40'ro1•>:•c:'�' A6O' roscPa•BAIzrAxrlll( 0.NWAUAtgl VP N"QCAYI(71LN(A01M 01;1w Nwl&m7r 1a AIOlONIB TOTAL VdlllfiTB' ll�. IJz4O11•�57oN/�9! /• rO.BB7gLOP IfAtmaleRALE l9WVII:6lNENRF,rIq►L a.,: :;i.•,: G1iA'ilYNMIr.CNr'6lLY EAIG Ot'INIDe77) RE p17WCQNW�P00.AB MqK WTALVOUREMAIM INOMSMRAW g MLLMK NMLRA7lAll BOL W MR"rP1GPCm7Hrm ACME 0.AW.Lf 91eGf W710N IAe.TM r-Rp WOLNAUlRNAVIm•�ffMCKrr. of 2 S.C.T.M.# DISTRICT 1000 SECTION 54 BLOCK 5 LOT 45.5 1 1 LAN OF �F i i FENCE 0.6'N 0 •oN. NSF 206 0 x x X LILY BVR�s�PNo F04cE �` x X x X x X 100'SETBACK `��� POND 6, V1NN 6( X X XLY X X ` X X x�� � M t X X ,Q \ 29°p5�p4 '_-- ODERgTE w= AC LINE `` X X X X > o FRESHWATER WETLAND BOUNDARY DELINEATED N/F X X BY EN-CONSULTANTS X X O' OCT. 3, 2022 FENCE /� � Y X O XMON. 6.8'E 0.2' X tt7 \f /' ZONE AE(EL 11) ` n X \`moo \ \(X W TO / \� O SRO ZONE X p2 za \ WELL �.� LU% ® : :'::': .E:. \ a0 PIPELd \ N \ 127.5' o �\a LAND N/F OF MOUSIADES 4. \, LAND N/F OF Q VITTI ' Q PIPE .P. -P W ' O O GA tT1 PIPE WELL / PIPE .P. LAND N/F t OF BOLTZ & ERHARDT o0 PROPOSED PATIO �.. -P PRO ED INGR N POOL ✓ �A U.P. CELLAR o ` PROPOSED ENT• 1 V DECK w\.21.0'..� O 380 ..::::::... 29 2023.... .T ...o+ ax�> tr7 ......� w'......•OP . 8�HFND 42.9....... '..... :............ ...\\.\\\\\\\\.•......;W........ ........w•....20.0... 0��19.0':�� 0� W . 0 PROPOSED O 01 GRAVEL LAND N/F INv PARKING OF J VITTI N ° 985.00' f'� �..,. 135.00' o O:3M MAY U 3 S 42°51'00" W U.P. Ll i� 2023 Q' t?!is 1z PF iGln'a",I OF,q('IN ,• 18.0 S EDGE OF PAVEMENT U.P. SOUND VIEW AVENUE FOUNDATION LOC. 3/29/23 ZONED R-40 U.P. FRONT SETBACK: 50' MIN SIDEYARD SETBACK: 15' MIN (35' TOTAL) REAR YARD SETBACK: 50' MIN �P THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM MD OBSERVA77ONS FEMA MAP 36103CO154H EFFECTIVE 09/25/2009 AND OR DATA OBTAINED FROM 07HERS. AREA:65,458.44 SQ.FT. or 1 .50 ACRES EL£VA77ON DATUM: NAVD88 - _----��� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: CARTER GRIFFIN; SARA GRIFFIN; MAP OF: WESTCOR LAND TITLE INS. CO.; FILED: TD BANK, NA ISAOA/ATIMA; SITUATED AT: SOUTHOLD ADVOCATES ABSTRACT, INC; TOWA OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4--X r P.O. Box 153 Aquebogue, New York 11931 FILE 0221-222 SCALE:1 "=30' DATE: DEC. 10, 2021 N.Y.S LISC. N0. 050882 PHONE (831)298-1588 FAX (631) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 54 BLOCK 5 LOT 45.5 i #R-22-0945 Lw%f P i FENCE 0.6'N O/ O ON. I N/F 2 t7 4 x x x BNo N x x x LILY �RRPSCP 0 , Ntit f�ic� XXXX 100'SETgACK —'�1\ POND 6 °o5to0„ r - - X X X �, I\ MODERATE X X \ �T rlC� 'I WAS AC=� LIIV� ,` X X X X No FRESHWATER WETLAND BOUNDARY i" DELINEATED BY EN-CONSULTANTS NO NIA .0 x x X X � OCT. 3, 2022 OF X x O \ FENCE / 6.8'E \ 1�C X MON. ZONE AE(EL 17) ` n l / X x X � 00 CJ ZONE X O / \ PIPE \ t�.i \ O � O tri 0 LAND N/F OF PIPE MOUSIADES P. LAND N/F w OF , O° u.P. VITTI on � � 1 PIPE ! O WELL P, o � S.T. D.P.IL.P. PIPE I A 26 33" 40.' U•P, 00 B 21 341 47 LAND N/F OF BOLTZ & ERHARDT / VVOp0 DECK / 29.V �- U.P. �W /�4iy 16.7' :::;INCRpUND pool.;:.: PIPE 3 CONC. M'AI.L LAND N/F OF VITTI � WOOD DECK 2r+o. .•eaLc OVER 18.5' No 1 _ DWELLING COVERED I., WOOD,STOOP : ::;:.. '. ::':'::::': �W 6x7' ::::::::::::::::::::::::::::::::::::::::::::. I 36.8' a 1 ELEC. CO 39.6 C.O.. WOOD PARCH I METER STON BRICK WA 6'x6.1 1.5'W by O 1+1 GAS LINE OWiS O 1 L.P. S 1 &RPANEL BLUESTONE N �01 DRIVEWAY O l v w D.P. \ N LPP 985.00' MON.�.Lgf&ING) 135.00 W. E f 0.3'N S 42°51'00" W U.P. BELG. BpLOCK 12!7'W PAVEMENT R t 18.0 S EDGE OF U.P.S� l' VIEW AVENUE SOUND EcF � C� � � U.P. JUL 2 g UPDATE 06-04-24 FINAL SURVEx 04-01-24 FOUNDATION LOC `.3 I 29 _2 YjI` c� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS FEMA MAP 36103CO154H EFFECTIVE 09/25/2009 AND OR DATA OBTAINED FROM OTHERS. AREA:65,4-'8.44 SQ.FT. or 1 .50 ACRES ELEVA770AI DATUM: NAVD88 UNAUTHORIZED ALTERATION ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HERECN, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDEC TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: CARTER GRIFFIN; SARA GRIFFIN; MAP OF: WESTCOR LAND TITLE INS. CO.; FILED: TD BANK, NA ISAOA/ATIMA; SITUATED AT: SOUTHOLD ADVOCATES ABSTRACT, INC; TOWN OF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design 4-- r + P.O. Box 153 Aquebogue, New York 11931 FILE #221 -222 SCALE:1 "=30' DATE: DEC. 10, 2021 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 54 BLOCK 5 LOT 45.5 1 #R-22-0945 D•� I 2p6 00 x x x tipr�...J_ 0 x LILY B D k x x x X x 100�SEfBACK 1\ POND x x \ 0„ M00 1x xx xx it r129�p50 r-- ---- �` it tom xxxx3 D 7n BY D-o BOUNDARY °oFp ` .�' �� TS Vxxxx C oar. 'J,zo22 FENCE \ x xx o x �` _ NOR. / \ \l �' ZONE AE(EL 11) x x 1D ,n° /- ZONE X 0 rA N \\ ` Wo \\ O �\ \ o LANDOF N/F RPE mouSIADES ti W IANIFN/F 1 oo 1 Y(Tn 1 Cn FFE ' N ` weo S.T. D-P LP. '� A ze'aT'40' g 21 34 47' / -; � / - `- -- BOL7Z&ERNARDT WOOD DECK 16.7' :' LMD N/F OF Af vrm fie Wv=w DECK 0 I Da�ERm ...... ig1 X[qD D.W s7�p .1' iji�jp`'•l: 1 6.8' 3 } ELEC 39.6. .,., :emu`.:.. ':;;:;:..� GAS LINE am GAS p o W 1 N PNffI. DFHVEWAY C. 1 m D.P. '\ C I. C 1 N 0 9E5.D0' s r - tg fv 1 135.00 ) 1 ' w.�. © CO l S 42°51'00"W r N C� A 4 SOUND.VIE-r AVENU 11 E 04 UPDATE 06-04-24 FINAL SURVEY 04-01-24 P' FOUNDATION LOC. 3/29/23 7HE WATER SUPPLY, YELLS,DRYMUS AND CESSPOof LOCANONS SNONN ARE FROM FIELD OBSV?VARONS FEMA MAP 36103CO154-H EFFECTIVE 09/25/2009 AA&D OR DATA OBTA/N®FROM OIHDM SUFFOLK�iCOUNTY DEPARTMENT OF HEALTH SERVICES AREA;65,458.44 SQ.FT. or 1.50 ACRES QEYARLri DAW NAVD88 APPROVAL OF CONSTRUCTED WORKS FOR DN4U7HW2W ALMUNON OR AM17LW M THIS SVRVEY Is A WOLAnav OF SE=0V 7209 07 1NE NEW MW STATE MUCAnav LAW. COPIES of WS SURVEY MAP NOT 8FA/NG THE LAND SURVEI7WYS ENMSED SFAL.HULL NOT HE COVSTDERED R7 BE A VALID TRUE COPY. GUARANTEES INMC470 ROWDY SHALL RUN A SIh9GLE FAMILY RESIDENCE sw saves 7v w�•�OF?w�NA wnw�o m"wErs ARE Nor rAL AGENCY AND IDOXNO rNSR7URaw wwmwE THE O MW O4 ONENMOW WOW HEREON FROM 77E PROPERTY UNES 7D THE SWCARES ARE FOR A SPE RC PURPOSE AND USE 7HEREF0W THEY ARE Date 06/24/2024 H.S. Ref. No. R-22-0945 ANor 7NTwm 7o maNuAEJYT 7w PRO°ERrY LTNE9 OR 7D Guw 771E Ewcuw LF FENCES ADMRONAL STRUCTURES as AND oVMT/WWQ dENM EAM WENM /bR SUBSIWACE SI WnMS&TORDED OP UNREQ7RDID ARE NOT aMRAN7®UNLESS FWYSCALLY ENDENT DN 71ff PREMOSES AT 7HE ME OF SURVEY suRwy DESCRIBED PROPERTY of Nett CERTIFIED TO:CARTER GRIFFIN; SARA GRIFFIN; The sewage disposal and water supply faciliies at this location have been NAP OF, P iN e' wo `o WESTCOR LAND TITLE INS. CO.; inspected and/or certified by this Department or other agencies and found y ��RUED. F°P� TD BANK, NA ISAOA/ATIMA; to be satisfactory FORA MAXIMUM OF 6 BEDROOMS. xr 2a snumm Al,SOUTHOLD ADVOCATES ABSTRACT, INC; TOWN ORSOUTHOLD °F o- 9s ososes � dtBNN&TH�S lIOYCHUg 7.AN0 9URVSYING, PLLC SUFFOLK COUNTY, NEW YORK F J Pr0fee8i0ne1 Lend CRAIG KNEewate RE.,CHIEF f +o P.O.Box 183 o�NeewYorke111931 sign Ofti of Wastewater Management nLE#221-222 scALE:1"=30' DATE DEC. 10, 2021�, PH=(881)ZYM-LMe FAX(eu)298-15M N.Y.S.USG Na 050BB2 4 � load APPROVED AS NOTED DATE B.p.#_q8857 COMPLY WITH ALL CODES OF FE 0 7.3b'BY NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 1 765-1802 8 AM TO 4 PM FOR THE ' FOLLOWING INSPECTIONS: SOUTHOLD TOWNZBA :,�;.; =Y.;; i"'M1}'•�4 1. FOUNDATION-TWO.REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN I MNING90A16 2. ROUGH-FRAMING,PLUMBING, :w STRAPPING, ELECTRICAL&CAULKING 3. INSULATION SOUTHOLD TOWNTRUSTEES ' 4. FINAL-CONSTRUCTION&ELECTRICAL N.Y.S.DEC '3 MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ' YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICATION TRUSS PLACARDING REQUIRED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Blower door SUPPLY SYSTEM CANNOT and ductwork EXCEED 2110 OF 1% LEAD. testing required. PLUMBING Must provide Manuals ALL PLUMBING WASTE A I and S as per &WATER LINES NEED 11TYS Energy Code TESTING BEFORE COVERING i i RETP4IN STORK VSATF;1 MMUFF Separatiair PL ISUANT TO CHAPTER S requfmd as per OF THL TOV4 CODE. I\iYS Code FLOOD ZONE__i x l " COMPLY WITH C R"46`� FLOOD DAMAGE PREVENTION SOUTHOLD'..TOWN CODE. i Generated by REScheck Web Software Compliance Certificate OF NIF ,�OA& A Yo,A Project 0#10981 Q r- -< cc Energy Code: 2018 IECC n w�n Location: Southold, New York Construction Type: Single-family 080526 Project Type: New Construction A90FESSIONP�' Conditioned Floor Area: 2,120 ft2 Glazing Area 35% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: i Designer/Contractor: 11925 Soundview Avenue Flanders Renovations Inc.DBA: Icon Legacy Custom Modular Southold, NY 11971 Peconic Bay Homes 286 Flanders Blvd 246 Sand HIII Road Flanders,NY 11901 Selinsgrove, Pa 17870 I. Compliance: Passes using UA trade-off I Compliance: 6.8%Better Than Code Maximum UA: 515 Your,,UA: 480 Maximum SHGC: 0.40 Your SHGC: 0.30 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, , Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Envelope Assemblies i Prop.Gross Area Cavity Co nt. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 123 f 30.0 21,0 0,020 0.026 2 3 Ceiling-7/12: Flat Ceiling or Scissor Truss 1,953 30.0 21.0 0.020 0,026 39 51 Ceiling 1: Cathedral Ceiling 135 32,3 0,0 0,032 0.026 4 4 Wall:Wood Frame,16"o.c. 2,114 21.0 0.0 0.057 0.060 72 76 Door 3: Solid Door(under 50%glazing) 72 0.170 0.320 12 23 Door:Glass Door(over 50%glazing) 229 0.320 0.320 73 73 SHGC:0.26 Window:Vinyl Frame 535 0.310 0.320 166 171 SHGC: 0.31 Window 1:Vinyl Frame SHGC: 0.31 8 0.290 0.320 2 3 Wall-basement stairs:Wood Frame, 16"o.c. 110 13.0 0.0 0.082 0,060 7 5 Door 2: Solid Door(under 50%glazing) 19 0.170 0.320 3 6 Floor:All-Wood jolst/Truss 2,129 19.0 0.0 0.047 0.047 100 100 Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 1 of10 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Icon Legacy CMH Brett Hebert 11/8/22 Name-Title Signature Date I I i I 1 1 i i I I Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 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. Sectlon . ."i , , Plans Verified." Fleld Verified',: # 'Ora-Ins ection/P;an Review Complies? .!. Comments/Assumptions Value' Value' 103.1, !Construction drawings and ❑Complies 103.2 documentation demonstrate + `;,j, .❑Does Not [PRi]l energy code compliance for the building envelope.Thermal ,❑Not Observable envelope represented on �❑Not Applicable construction documents. .;.�:.;. 1 I 103.1, Construction drawings and ❑Complies ❑Does Not ; 103,2, documentation demonstrate 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ;. ^' . Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC T Commercial Provisions, j' I 302:1'; Heating and cooling equipment is; Heating: Heating: ;❑Compiles 403.7 sized per ACCA Manual S based a Btu/hr Btu/hr (❑Does Not i PR2 a "on loads calculated per ACCA [ ,, ] p I Cooling: I Cooling: !,[]Not Observable l }; Manual J or other methods Btu/hr Btu/hr approved by the code official. !❑Not Applicable 1 6 I P I I 1 1 Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 3 of10 Section # Foundation Inspection Compiles?, Comments/Assumptions & Re .ID 303.2,1 jA protective covering Is Installed to i❑Compiles [FO11]2 3 protect exposed exterior insulation UDoes Not i land extends a minimum of 6 in. below : i V grade. ❑Not Observable i❑Not Applicable 403.9 ?Snow-and Ice-melting system controls;❑Complies [FO12]2 Installed. ;❑Does Not All ;❑Not Observable :,[]Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tler 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Compiles? Comments/Assumptions 402.1.1, `Door U-factor. ; U- ; U. ;❑Complies ;See the Envelope Assemblies 402.3.4 i ;❑Does Not table for values. [FRI]1 ` I ;❑Not Observable ; !❑Not Applicable 402.1.1, IGlazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). P ;❑Does Not table for values. 402.3.3, 402.5 ! ❑Not Observable ; [FR2]1 I 1 !❑Not Applicable ! 0 303.1.3 !U-factors of fenestration products ❑Complies ; [FR4]1 are determined In accordance ❑Does Not J with the NFRC test procedure or taken from the default table. '❑Not Observable ❑Not Applicable ; 402.4.1.1 Alr barrier and thermal barrier '., ❑Complies [FR23]1 Installed per manufacturer's 1 ' ;❑Does Not Instructions. `t ❑Not Observable ! ❑Not Applicable 402.4.3 Fenestration that is not site built ' ❑Compiles [FR20]1 Is listed and labeled as meeting I❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440SO + ; or has infiltration rates per NFRC i ;❑Not Observable ; 400 that do not exceed code ; ;❑Not Applicable limits, ; 402.4.5 IC-rated recessed lighting fixtures ❑Compiles (FR16p sealed at housing/Interior finish ( ❑Does Not and labeled to Indicate s2.0 cfm J„' `, []Not Observable leakage at 75 Pa. ;;•_. ] ;❑Not Applicable ; 403.3.1 Supply and return ducts In attics `, ❑Complies ; [FR12]1 Insulated>= R-8 where duct Is i❑Does Not 0 >= 3 Inches In diameter and>= 3 R-6 where <3 Inches.Supply and Rot Observable ; return ducts In other portions of r, ❑Not Applicable the building Insulated>= R-6 for diameter>=3 Inches and R-4.2 (for<3 Inches in diameter. I 3 403.3.2 I Ducts, air handlers and filter ❑Compiles ; [FR13]1 (boxes are sealed with !' j ❑Does Not co Joints/seams compliant with } International Mechanical Code or r ,! r , ❑Not Observable International Residential Code,as i❑Not Applicable applicable. ,403:31;5 ''., Building cavities are not used as ! I❑Complies I ducts or plenums. ! ❑Do [FR15]3 es Not J',E fff ;❑Not Observable J❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;[ Complies [FR17]2 above 105 QF or chilled fluids ! ;❑Does Not below 55°F are Insulated to zR- 3 ! !❑Not Observable ;❑Not Applicable ; 403.4.1 Protection of insulation on HVAC ,;•. 113Compiles ; [FR24]1 I piping, ;❑Does Not U ; UNot Observable 11INot Applicable 403.5.3 Hot water pipes are Insulated to ; R- R- ;❑Complies [FR1B]2 zR-3, ! ;❑Does Not ;❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3';",J Low impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 5 of10 Section Plans Verified Field Verified # ' 'Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.6' }Automatic or gravity dampers are ;[]Complies [FR19]2 }Installed on all outdoor air ;Oboes Not Intakes and exhausts. +, „ . 1[JNot Observable ONot Applicable ; Additional Comments/Assumptions: I I 1 High Impact(Tier 1) 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 6 of10 Section Plans Verified . "Field Verified #. "Insulation Inspection Complies? Comments/Assumptions &•Re .ID Value . Value , 303.E #All Installed Insulation is labeled ❑Complies [IN13]2, or the Installed R-values ❑Does Not provided. f -.;❑Not Observable IF-]Not Applicable 402.1.1, Floor Insulation R-value. R- R- UComplles ;See the Envelope Assemblies 402.2.6 E Wood ',❑ Wood ;❑Does Not 1 table for values. [INl]1 ❑ Steel �ISteel ;❑Not Observable �) ❑Not Applicable 303.2, {Floor insulation Installed per ';' ';. ; ;❑Compiles 402.2.8 (manufacturer's Instructions and i❑Does Not [IN2]1 f In substantial contact with the ❑Not Observable ( underside of the subfloor,or floor framing cavity Insulation is In f ❑Not Applicable contact with the top side of I sheathing,or continuous Insulation Is Installed on the a I underside of floor framing and extends from the bottom to the top of all perimeter floor framing . members. 402.1.1, Wall Insulation R-value.If this Is a; R R-1 ;❑Complies ;See the Envelope assemblies 402.2.5, mass wall with at least 1h of the Wood ',❑ Wood ;❑Does Not I table for values. 402.2.6 wall Insulation on the wall [IN3]1 exterior,the exterior Insulation Mass Mass :1[3Not Observable requirement applies(FR10). ;❑ Steel I❑ Steel ❑Not Applicable ; 303.2 1 Wall Insulation is installed per (: .:` ;` ". j❑Complies [IN4]1 (manufacturer's Instructions. i I ❑Does Not _ ;❑Not Observable #❑Not Applicable Additional Comments/Assumptions: I I I i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3': Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 7 of10 Section plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Ceiling Insulatlon R-value. ; R- ; R. ;❑Complies I See the Envelope Assemblies 402.2,1, Wood Wood ;❑Does Not :table for values. 40212, : 402.2.E ;❑ Steel ;❑ Steel ;❑Not Observable [FI1]1 I { j❑Not Applicable 303.1.1.1,{Gelling Insulation Installed per t' UComplies ; 303.2 manufacturer's instructions. J❑Does Not ; [F12]1 Blown Insulation marked every 300 ft2, '❑Not Observable #❑Not Applicable 402.2. Vented attics with air permeable t ;❑Complies [F122]. insulation Include baffle adjacent ❑Does Not to soffit and eave vents that extends over Insulation. ` . `❑Not Observable }[]Not Applicable 402.2.4 'Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation zR-value of the s ❑Does Not adjacent assembly, I ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies [FI17]1 ach In Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8, ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [F127]1 determine air leakage with ft2 f-t7— PDoes Not either: Rough-in test:Total ;❑Not Observable leakage measured with a , f 11 pressure differential of 0.1 Inch :❑Not Applicable w.g.across the system Including the manufacturer's air handier `enclosure if Installed at time of I test. Postconstructlon test:Total leakage measured with a ' pressure differential of 0.1 Inch I 1 w.g.across the entire system Including the manufacturer's air handler enclosure. 1 I 403.3.4 {Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [F14]1 i cfm/100 ft2 across the system or I ft2 ff UDoes Not <=3 cfm/100 ft2 without air ; I ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to I ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 {Air handler leakage designated ;, OCompiles [F124]1 i by manufacturer at<=2%of 10Does Not design air flow, ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ;t± . ❑Complies ; ,Fl' installed for control of primary „' ,''` - ❑Does Not heating and cooling systems and ; Initially set by manufacturer to ❑Not Observable code specifications. •EINot Applicable 40,12 2 4 Heat pump thermostat Installed {❑Compiles [FI10]2 on heat pumps. �❑ r Does Not , ❑Not Observable n ❑Not Applicable '403.5,1 '' Circulating service hot water 4OCompiles [FI11]zsystems have automatic or ❑Does Not ; accessible manual controls. j ❑Not Observable ; `'•ro❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 8 of10 n,.,.. Section" Plans Verified Field Verified' ' # Final7nspection Provlsio s: Complies?, Comments/Assumptions -Re .ID Value. Value '463.6.1 All mechanical ventilation system _ ❑Complies ' 1 [FI25j2: fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ,;: ' ❑Not Observable e I R403.6.1. <:#❑Not Applicable 4032, Hot water boilers supplying heat ,. -'.r.. (❑Complies [FI26]2 through one-or two-pipe heating 10Does Not i systems have outdoor setback ;. control to lower boiler water "" ❑Not Observable i temperature based on outdoor "' ❑Not Applicable i {/ temperature. ; 403,3.1.1 ;Heated water circulation systems '; ❑Complies [F12612', have a circulationpump. i ={❑Does Not The system return pipe is a dedicated return pipe or a cold water supply :'°';; <;,:; ,.'' ❑Not Observable i pipe. Gravity and thermos- ❑Not Applicable i syphon circulation systems are not resent.Controls for ' I circulating hot water system pumps start the pump with signal for hot water demand within the , occupancy,Controls automatically turn off the pump when water is In circulation loop Is at set-point temperature and no demand for hot water exists. i 403.5.1.2 Electric heat trace systems ;❑Compiles [F129]? comply with IEEE 515.1 or UL (°,,,. "s`.4,' ' ❑Does Not i 515. Controls automatically adjust the energy Input to the ,. ❑Not Observable {F. + heat tracing to maintain the ;; ❑Not Applicable desired water temperature In the Piping ° 403.5.2, Demand recirculation water :'i ❑Compiles (fl30]z, systems have controls that "1 )❑Does Not manage operation of the pump and limit the temperature of the []Not Observable i water entering the cold water °; '' ; 10Not Applicable i piping to<= 1049F. 403.5:4. s Drain water heat recovery units ]E]Complles [FI31]2 tested In accordance with CSA ❑Does Not B55.1, Potable water-side ' E)Not Observable pressure loss of drain water heat ; recovery units<3 psi for ,'° ❑Not Applicable Individual units connected to one ;J or two showers.Potable water- ;• yr ;y° i side pressure loss of drain water ;heat recovery units< 2 psi for Individual units connected to ,.,, 'three or more showers. 404.1 i 90%or more of permanent t u'. ❑Complies i [FI6]1 Ifixtures have high efficacy lamps. d ❑Does Not []Not Observable ;;❑Not Applicable 40$1s11",t; Fuel gas lighting systems have " `.''' ❑Complies [,123]3^;;` no continuous pilot light es. x ❑D ,ua4tEa y; o Not i ,❑Not Observable 1 N3❑Not Applicable ; '401.3 Compliance certificate posted. ❑Complies [FI7,]? ':"P -_' ❑Does Not ][]Not Observable ' "?❑Not Applicable 1 High Impact(Tier 1) ?'2 Medium Impact(Tier 2) 3'" Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provislons Value Value Complies? Comments/Assumptions & Re .ID 303'.3 Manufacturer manuals for i ❑Compiles [Ff18]3 ? mechanical and water heating ❑Does Not systems have been provided. j ![]Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3,;.` Low Impact(Tier 3) Project Title: 0#10981 Report date: 11/08/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate !Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 51.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.32 0.26 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments TR7-36-8-EXTENSION-FIELD FOR TRUSS MT-746-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/135 mph WIND EXP.D,ASCE 7-16 to'—lob" 7-117" 11 12 10 3 9 21 14 t 7'-3 15 & 6'-78" 8 18 19 X-3" 3'-0" 7 ]20 10'-0" 14'-9" �JI I- 36'-8 TRUSS NO.:TR736.8-EXT-FIELD GROUND SNOW LOAD(psf): 20 TC DL(psf): 10 JOB NO.:220273 TRUSS SPACING(in O.C.): 16 BC OL(psf): 10 PITCH:7112 BALANCED SNOW LOAD(psf): 20.4 BC LL(psf): 10 WHERE h<42" SPAN:36'-8" UNBALANCED SNOW LOAD(psf): 36 20 WHERE h g 42" OPPOSITE SIDE UNB.SNOW LOAD(psf): 6.1 40 BETWEEN KNEEWALLS UNBALANCED SNOW LOAD LENGTH(ft): 4.3 20 psf MINIMUM ROOF LIVE LOAD(psf):j 20 GRAVITY REACTIONS Ibs• GSL N1 DEADLOAD 75 WIND SPEED(mph)(Vu@):1 135 TOTAL LOAD 261 WIND SPEED(mph)(Vasd):l 105 MIN.BEARING LENGTH(in) 1.5 MIN MEMBER INFORMATION: N3 DEAD LOAD 436 MAXIMUM TOTALLOAD 922 SIZE& MAXIMUM DEFLECTION MIN.BEARING LENGTH(in) 1.62 MEMBER SPECIES CSI (in) l I N4 DEAD LOAD 83 BOTTOM CHOR 1-2 2X10 SP#2 0.664 0.15 940 TOTAL LOAD 346 3 2X10SP#2 0.613 0.108 1096 MIN.BEARING LENGTH(In) 1.5 MIN 4-6 2X10 SP#2 0.758 0.205 688 N5 DEAD LOAD 83 TOP CHORD 7-8 2X6 SP#2 0.528 0.407 401 TOTAL LOAD 346 9-14 2X6 SP#2 0.637 MIN.BEARING LENGTH(in) 1.5(MIN) 15-16 2X6 SP#2 0.617 N6 DEAD LOAD 461 KNEE WALLS 17&20 2X4 SP#2 0.092 TOTAL LOAD 1003 KNEE WALLS 18&19 2X4 SP#2 0.273 - MIN.BEARING LENGTH in 1.76 COLLAR TIE 21 2X6 SP#2 0.153 688 0 N9 DEAD LOAD 103 TOTAL LOAD 206 MIN.BEARING LENGTH(in) 1.5(MIN) 105 mph MUD RgACTIONS 11M. ASD N1 MWFRS VERT, -8 NOTES: MWFRS LAT. 237 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. C&C -70 2.UNBALANCED SNOW HAS BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. N3 MWFRS VERT. -233 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. MWFRS LAT. 0 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE C&C -590 CALCULATED SNOW LOADING APPLIED AS SEPARATE LOAD CASES AND COMBINATIONS. N4 MWFRS VERT. 50 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY II, MWFRS LAT. 0 33 R MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. C&C 50 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE N5 MWFRS VERT. 50 WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. MWFRS LAT. 0 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. C&C 50 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. N6 MWFRS VERT. -249 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. MWFRS LAT. 0 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. C&C -604 11.MEMBERS 18-19 ARE TO BE LATERALLY BRACED AT MID-HEIGHT. N9 MWFRS VERT. 34 12.MEMBER 21 IS TO BE LATERALLY BRACED AT MID-SPAN. MWFRS LAT. 0 13.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. C&C -28 uj � 07 5� BARLOW ENGINEERING,P.C. ®� ,,,� 1916 QUAIL RIDGE RD. R:Nork filem1220273tTR7.38.8-EXT-FIELD.rds RALEIGH,NC 27609 4`arc as a 10/14/22 TR7-36-8-EXTENSION-FIELD FOR TRUSS MT-7-15-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,1051135 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36-8-EXT-FIELD GROUND SNOW LOAD(psl): 20 Q JOB NO.:220273 WIND SPEED(mph)(Vasd):l 105 PITCH:7112 TRUSS SPACING(in O.C.)*.l 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WI ND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N1 UPLIFT(Ibs) LC co 8 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR W(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR 1 112"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP wl(8)0.148"x 2.5"NAILS EACH END OR OK FOR 61MPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND I NTO BC(ENDGRAI N)PLUS 2 8d 0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(WE) ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAI N)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 237 WIND 1.6 2 16d 0.162"x 3.5" COMMON NAILS THROUGH BAND INTO TOP PLATE TOENAILED N3 UPLIFT(Ibs) LC CD 233 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SI MPSON CS20 STRAP w/(2)0.131"x 2.5"NAI LS EACH END OR OK FOR SI MPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/ 8)0.131"x 1.5"NAILS EACH END ALTERNATE: (2)16d(0.167'x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAI N)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND I NTO BC(ENDGRAI N)PLUS (9)8d(0.131"x 2 5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'O OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D `f [iLVf E pd'i Y 5 !• rr TytJ� �e w Cti~1 r !� 47t751 10/14/22 BARLOW ENGINEERING,P.C. 1016 QUAIL RIDGE RD. P'work files�220273%TR7.36.8-EXT-FIELD.rds RALEIGH,NO 27009 TR7-36-8-EXTENSION-FIELD FOR TRUSS TDT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 746 TRUSS NO.:TR7-3648-EXT-FIELD GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(In 0.( 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N4 UPLIFT(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D OR OR OR OR ALTERNATE: NO CONN REQ'D ALTERNATE:NO CONN REQ'D OR OR OR OR LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D NS UPLIFT(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D OR OR OR OR ALTERNATE: NO CONN REQ'D ALTERNATE:NO CONN REQ'D OR OR OR OR LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D yy` w 0787 or 10/14/22 BARLOW ENGINEERING,P.C. 1010 QUAIL RIDGE RD. FANoik file 12202731TR7.30-0-EXT-FIELDide RALEIGH,NO 27609 TR7-36-8-EXTENSION-FIELD FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:[7112 R7-36-B-EXT-FIELD GROUND SNOW LOAD(psf): 20 JOB NO.: 0273 WIND'SPEED(mph)(Vasd): 106 PITCH: TRUSS SPACING(in 0.(SPAN: '-8'• NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WI ND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N6 UPLIFT(Ibs) LC CD 249 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0,131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 81MPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2,5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/ 8 0.131"x 1.5"NAILS EACH END ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (3)8d 0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D N9 UPLIFT(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D OR OR OR OR ALTERNATE:NO CONN REQ'D ALTERNATE:NO CONN REQ'D OR OR OR OR LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D 40 NLyr r0 UWJ 10/14/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. F:6vork fiIW220273%TR7-38&8-EXT-FIELD.rdo RALEIGN.NO 27600 TR7-36-8-EXTENSION-FIELD FOR TRUSS TDT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36.8-EXT-FIELD GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(in O.C.): 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL&106 mph WIND(Vasd): CONDITION"A"-RIDGE: TENSION(Ibs) FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP wl(2) 8d(0.131"x 2.5)COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 237 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5)COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP wl(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 155 GRAVITY 1 2 16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN 139 WIND 1.6 ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 1Od 0.148"x 3" COMMON NAILS AT 10 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"B"-TOP CHORD FLIP: TENSION FORCE LC co 523 GRAVITY 1 9 8d 0.131"x 2.5" COMMON NAILS THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK FACE 370 WIND 1.6 ALTERNATE:(14)16 ga x 2.5"x 7/16"STAPLES THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK(FACE) ALTERNATE:NO GOOD FOR 1 1/2"x 26 ga STRAP OR OK FOR 1 1/2"x 20 ga STRAP w/(4) 8d(0.131"x 2.5)COMMON NAIL OR wl(5)16 ga x 2.5"x 7/1&'STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(7)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA15 STRAP w/(12)0.148"x 2.5"NAILS EACH END SHEAR FORCE LC CD 125 GRAVITY 1 2 16d 0.162"x 3.6' COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE ENDGRAIN 114 WIND 1.6 ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 1Od(0.148"x 3' COMMON NAILS AT 12 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"C"-COLLAR TIE: TENSION FORCE LC CD 631 GRAVITY 1 7)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 360 WIND 1.6 ALTERNATE: (7)1 Od(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION (-5)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO BEARING BLOCK(FACE) FORCE LC CD 0 GRAVITY 1 125 WIND 1.6 0 N C IJ?/ y w S, 07 7r51 �+ 10/14/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. R:u.rk OIss12202731TR7.3&8-EXT-FIELDAs RALEIGH,NC 27809 TR7-36-8-EXTENSION-FIELD FOR TRUSS TDT-7-15-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/135 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36.8-EXT-FIELD GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(in O.C.): 16 SPAN:361-6" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. CONDITION"D"-INNER KNEE WALLS: TENSION FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(4) 8d(0.131"x 2.5")COMMON NAIL OR w/(3)16 ga x 2.5"x 7/16"STAPLE EACH END 499 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(3)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP W(4)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H2.5A TIE w/ 10 0.131"x 1.5"NAILS EACH END ALTERNATE:TOE SCREW CONNECTION NOT ADEQUATE THROUGH KNEEWALL AND PLATE INTO CHORD(WITHDRAWAL(TOED)) COMPRESSION FORCE LC CD 688 GRAVITY 1 (3)16d(0,162"x 3.5")COMMON NAILS THROUGH CHORD BLOCK INTO RAFTER EACH SIDE(WHEN USED)(FACE) 595 WIND 1.6 CONDITION"E"-OUTER KNEE WALLS: TENSION FORCE LC Co 13 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(3) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 325 WIND 1.6 OR OK FOR 1 112"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON GS20 STRAP w!(3)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/ 8 0.131"x 1.5"NAILS EACH END ALTERNATE:TOE SCREW CONNECTION NOT ADEQUATE THROUGH KNEEWALL AND PLATE INTO CHORD(WITHDRAWAL(TOED)) COMPRESSION FORCE LC CD 197 GRAVITY 1 (2)16d(0,162"x 3.5")COMMON NAILS THROUGH CHORD BLOCK INTO RAFTER EACH SIDE(WHEN USED)(FACE) 240 WIND 1.6 wN9 a..AAs.��vaitis.lLoi' e Iv �/if Y w $ 0787 kor e a 10/14/22 BARLOW ENGINEERING,P.C. 1016 QUAIL RIDGE RD. FMork(Ias12202731TR736.8-EXT-FIELOAs RALEIGH,NO 27609 TR7-36-8-EXTENSION-FIELD FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7.16 TRUSS NO.:TR7-36.8-EXT-FIELD GROUND SNOW LOAD(ps1): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(in O.C.): 16 SPAN:36'-B" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. CONDITION"F'-HEEL: TOP CHORD AXIAL FORCE LC CD DIRECTION 314 GRAVITY 1 VERTICAL 1.5 in MINIMUM BEARING LENGTH FOR TOP CHORD TO BOTTOM CHORD 538 LATERAL OKAY FOR 3/8"GR.5 BOLT(DOUBLE SHEAR;3/8"SIDE PLATES)PLUS AN ADDITIONAL 186 WIND 1.6 VERTICAL (2)8d(0.131"x 2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE)OR 320 LATERAL 3)16 ga x 2.5"x 7116"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) OR OK FOR 1/2"GR.5 BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) BOTTOM CHORD FROM TOP CHORD FORCE LC CD DIRECTION 314 GRAVITY 1 VERTICAL (5)8d 0.131"x 2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 538 LATERAL OR(7)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SI DE(FACE) 186 WIND 1.6 VERTICAL 320 LATERAL CONDITION"0"-BOTTOM CHORD AT MATING LINE: TENSION FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(3) 8d(0.131"x 2.5")COMMON NAIL OR w/(3)16 ga x 2.5"x 7/16"STAPLE EACH END 416 WIND 1.6 OR OK FOR 1 112"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(3)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP W(3)0.131"x 25'NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR USE(4)10d(0.148"x 3")COMMON NAILS THROUGH FLOOR SHEATHING INTO BOTTOM CHORD EACH SIDE OF MATING LINE SHEAR FORCE LC CD 288 GRAVITY 1 (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BEAM INTOBOTTOM CHORD ENDGRAIN) 190 WIND 1.6 ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BEAM INTO BOTTOM CHORD(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d(0,148"x&')COMMON NAILS AT 5 in O.C.THROUGH MULTIPLE PLYS 07875 10/14/22 OMLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. F.Uod<fiiss1220273%TR7.38&8-EXT-FIELDjds RALEIGH,NC 27000 TR7-36-8-EXTENSION-FIELD FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36.8-EXT-FIELD GROUND SNOW LOAD(psi: 20 •CROSS SECTION IS FOR REFERENCE AND MAY NOT REFLECT ACTUAL TRUSS, JOB NO.:220273 WIND SPEED(mph)(Vas d): 105 PITCHO-11-2 --1 TRUSS SPACING(in D.C.): 16 SPAN: COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 pff MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 pff FLOOR DEAD LOAD= 10 psf x 11.75 ft/2= 59 pff FLOOR LIVE LOAD= 40 psf x 11.75 ft/2= 235 plf CEILING DEAD LOAD= 5 psf x 11.75 ft/2= 29 pff FLOOR DEAD LOAD= 10 psf x 10 ft/2= 50 plf FLOOR LIVE LOAD= 40 psf x 10 ft/2= 200 plf CEILING DEAD LOAD= 5 psf x 10 ft/2= 25 plf 0 FLOOR DEAD LOAD= 10 psf x 14.75 ft/2= 74 plf FLOOR LIVE LOAD= 40 psf x 14.75 ft/2= 295 plf 0 Q 12 CEILING DEAD LOAD= 5 psf x 14.75 ft/2= 37 plf 13 14 15 18 1© 16 19 ® 21 ® 0 3© 32 33 ® © 36 COMPONENT LOADS flbslftl (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 7 8 9 10 11 1 12 7 235 466 192 192 500 271 375 600 398 398 701 373 6 7_ 610 1066 590 690 1201 644 a -360 -361 7 4 't1 LOAD 25 26 27 28 29 30 31 32 33 34 35 36 La DEAD 472 663 372 3539651 802 502 502 882 733 LIVE 610 835 598 598 996 668 845 1070 798 798 1291 963 OTAL 1082 1498 970 970 1724 1207 1496 1872 1300 1300 2173 UPLIFT -241 224 158 131 cl re Ui r- w. 10/14/22 BARLOW ENGINEERING,P.C. 1010 QUAIL RIDGE RD. FA—k files12202731TR7-38-8•EXT•FIELD.�ds RALEIGH.NC 27609 TR7-36-8-EXTENSION-END FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 1o•-101" 7'-117s- n 1z 10 t3 9 21 14 11'-2g.. 6'-8 " 8 15 6'-7t.� 7•-32. �F�� 8 18 19 3'-3" 7 3'-0"� 7 17 20 16 gggl 12 3 4 5 5._a�., 9._p .. ©� &10'-0• 14'-9" 4 ��il r- b' TRUSS NO.:TR736.8-EXT-END GROUND SNOW LOAD(psf): 20 TO DL(psf): 10 JOB NO.:220273 TRUSS SPACING(In D.C.): 16 BC DL(psf): 10 PITCH:7112 BALANCED SNOW LOAD(psf): 20.4 BC LL(psf): 10 WHERE h<42" SPAN:36'-8•' UNBALANCED SNOW LOAD(psf): 36 20 WHERE h z 42" OPPOSITE SIDE UNB.SNOW LOAD(psf): 6.1 40 BETWEEN KNEEWALLS UNBALANCED SNOW LOAD LENGTH(ft): 4.3 20 psf MINIMUM ROOF LIVE LOAD(psQ:l 20 GRAVITY REACTIONS fibs) GSL N1 DEADLOAD 1 WIND SPEED(mph)(Vu@): 135 TOTALLOAD 6 WIND SPEED(mph)(Vasd): 105 MIN.BEARING LENGTH in :1].5MIN MEMBER INFORMATION: N3 DEAD LOAD 498 MAXIMUM TOTALLOAD 1053 SIZE& MAXIMUM DEFLECTION MIN.BEARING LENGTH(in) 1.85 MEMBER SPECIES CSI (in) I/ N4 DEAD LOAD 83 BOTTOM CHOR 1-2 2X70 SP#2 0.649 0.146 966 TOTALLOAD 346 3 2X10 SP#2 0.616 0.108 1096 MIN.BEARING LENGTH(in) 1.5(MIN) 4-6 2X10 SP#2 0.924 0.267 529 N5 DEAD LOAD 63 TOP CHORD 7-8 2X6 SP#2 0.61 0.515 317 TOTALLOAD 346 9-14 2X6 SP#2 0.815 MIN.BEARING LENGTH(in) 1.5(MIN) 15-16 2X6 SP#2 0.808 N6 DEAD LOAD 551 KNEE WALLS 17&20 2X4 SP#2 0.087 TOTALLOAD 1204 KNEE WALLS 18&19 2X4 SP#2 0.354 MIN.BEARING LENGTH(in) 2.12 COLLAR TIE 21 2X6 SP#2 0.215 529 0 N9 DEAD LOAD 364 TOTALLOAD 916 MIN.BEARING LENGTH(in) 1.61 105 mph WIND REACTIONS(I sl: ASD NOTES: N1 MWFRS VERT. -51 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. MWFRS LAT. 237 2.UNBALANCED SNOW HAS BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. C&C -63 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. N3 MWFRS VERT. -214 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE MWFRS LAT. 0 CALCULATED SNOW LOADI NG APPLI ED AS SEPARATE LOAD CASES AND COMBINATIONS. C&C -784 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY II, N4 MWFRS VERT. 50 33 It MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. MWFRS LAT. 0 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE C&C 50 WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. N6 MWFRS VERT. 50 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. MWFRS LAT. 0 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. C&C 50 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. NS MWFRS VERT. -254 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. MWFRS LAT. 0 11.MEMBERS 18-19 ARE TO BE LATERALLY BRACED AT MID-HEIGHT. C&C -883 12.MEMBER 21 IS TO BE LATERALLY BRACED AT MID-SPAN. N9 MWFRS VERT. -165 13.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. MWFRS LAT. 0 15.REACTIONS FROM TRUSS TDT-7-15-9 ARE APPLIED TO MEMBER(S)6. C&C -841 vj ' 07f1 l6� BARLOW ENGINEERING,P.C. .. 1010 QUAIL RIDGE RD. F*ork fiI.12202731TR7.36.6-EXT.ENDjds alk rT 1: J RALEIGH,NO 27609 10/14/22 TR7-36-8-EXTENSION-END FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36-8-EXT-END GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(in O.C.): 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N1 UPLIFT(Ibs) LC CD 51 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR wl(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SI MPSON CS20 STRAP w/(2)0.131"x 25'NAI LS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.6'NAILS EACH END ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS 2 8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 237 WIND 1.6 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) N3 UPLIFT(Ibs) LC CD 214 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP wl(2) 8d(0.131"x 2.5")COMMON NAIL OR wl(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SI MPSON CS20 STRAP w/(2)0.131"x 2.5"NAI LS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162'x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D w C x0 ' s�, o71 10/14/22 BARLOW ENGINEERING,P.C. 1010 QUAIL RIDGE RD. Rlwofk fli wV202731TR7.3&0-EXT-ENDjds RALEIGH,NC 27609 TR7-36-8-EXTENSION-END FOR TRUSS TDT-7.16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105/136 mph WIND EXP.D,ASCE 7.16 TRUSS NO.:TR7-36-8-EXT-END GROUND SNOW LOAD(psf):l 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(In D.C.)- 16 SPAN:36'-6" • NOTES; 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N4 UPLIFT(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D OR OR OR OR ALTERNATE:NO CONN REQ'D ALTERNATE: NO CONN REQ'D OR OR OR OR LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D N5 UPLIFT(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D OR OR OR OR ALTERNATE:NO CONN REQ'D ALTERNATE:NO CONN REQ'D OR OR OR OR LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D 12 was jN 07870 �47 C9 pIry 10/14/22 BARLOW ENGINEERING,P.C. 1016 QUAIL RIDGE RD. F:lwodt 61es12202731TR7.36.8-EXT-ENDads RALEIGH,NC 27609 TR7-36-8-EXTENSION-END FOR TRUSS TDT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7.36.8-EXT-END GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 106 PITCH:7112 TRUSS SPACING(in O.C.): 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N6 UPLIFT(Ibs) LC CD 254 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON C820 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/ 8 0.131"x 1.6'NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS 3)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D N9 UPLIFT(Ibs) LC CD 165 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.13111x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w! 8 0.131"x 1.6'NAILS EACH END ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS 2 8d 0.131"x 2.5" COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD ACE ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D U � � u 078-1 0t-r_-Gs��ar�' 10/14/22 BARLOW ENGINEERING,P.C. 1016 QUAIL RIDGE RD. F:6vo,k fdes12202731TR7.368-EXT-ENDjds RALEIGH,NO 27609 TR7-36-8-EXTENSION-END FOR TRUSS MT-7-16-8 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105/135 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36-8-EXT-END GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(In 0.( 16 SPAN:36'-8" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL&105 mph WIND(Vasd): CONDITION"A!'-RIDGE: TENSION(Ibs) FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(3) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END 318 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON C820 STRAP wd(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 187 GRAVITY 1 (3)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 189 WIND 1.6 ALTERNATE: (4)16d(0.162"x 3.5)COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d 0.148"x 3" COMMON NAILS AT 8 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"B"-TOP CHORD FLIP: TENSION FORCE LC CD 798 GRAVITY 1 14 8d 0.131"x 2.5" COMMON NAILS THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK FACE 676 WIND 1.6 ALTERNATE: 20)16 ga x 2.5"x 7116"STAPLES THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK FACE ALTERNATE: NO GOOD FOR 1 1/2"x 26 ga STRAP OR OK FOR 1 1/2"x 20 ga STRAP w/(5) 8d(0.131"x 2.5")COMMON NAIL OR w/(8)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS16 STRAP w/(8)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA24 STRAP w/(18)0.148"x 2.5"NAILS EACH END SHEAR FORCE LC CD 153 GRAVITY 1 2 16d 0.162"x 3.5" COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE ENDGRAIN 139 WIND 1.6 ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 10 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"C"-COLLAR TIE: TENSION FORCE LC CD 926 GRAVITY 1 10 10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 678 WIND 1.6 ALTERNATE:(10)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION (-6)10d(0.148"x 3")COMMON NAILS THROUGH TI E INTO BEARI NG BLOCK(FACE) FORCE LC CD 0 GRAVITY 1 557 WIND 1.6 Q ` w i , p 07f�75� �fr B pR�r 10/14/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. FAmork OIss1220273%TR7.38.8-EXT-ENDjds RALEIGH,NC 27600 TR7-36-8-EXTENSION-END FOR TRUSS TDT-7.16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36-8-EXT-END GROUND SNOW LOAD(psf): 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 106 PITCH:7112 TRUSS SPACING(in 0.( 76 SPAN:36'-6" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. CONDITION"D"-INNER KNEE WALLS: TENSION FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(5) 8d(0.131"x 2.5")COMMON NAIL OR w/(5)16 ga x 2.5"x 7116"STAPLE EACH END 742 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(3) 8d(0.131"x 2.5")COMMON NAIL OR w/(5)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(6)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA12 STRAP w/(10)0.148"x 2.5"NAILS EACH END OR OK FOR 81MPSON H10A TIE wl(18)0.148"x 1.5"NAILS EACH END ALTERNATE:TOE SCREW CONNECTION NOT ADEQUATE THROUGH KNEEWALL AND PLATE INTO CHORD(WITHDRAWAL(TOED)) COMPRESSION FORCE LC CD 887 GRAVITY 1 (4)16d(0.162"x 3.5")COMMON NAILS THROUGH CHORD BLOCK INTO RAFTER EACH SIDE(WHEN USED)(FACE) 776 WIND 1.6 CONDITION"E"-OUTER KNEE WALLS: TENSION FORCE LC CD 32 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 307 WIND 1.6 OR OK FOR 1 112"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON C820 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/ 8 0.131"x 1.5"NAILS EACH END ALTERNATE:TOE SCREW CONNECTION NOT ADEQUATE THROUGH KNEEWALL AND PLATE INTO CHORD(WITHDRAWAL(TOED)) COMPRESSION FORCE LC CD 182 GRAVITY 1 (2)16d(0.162"x 3.5)COMMON NAILS THROUGH CHORD BLOCK INTO RAFTER EACH SIDE(WHEN USED)(FACE) 227 WIND 1.6 y r 4 ww r �78751 L ss, 10/14/22 BARLOW ENGINEERING,P.C. 1010 QUAIL RIDGE RD. FANotk fflm%2202731TR7.30-&EXT-ENDAs RALEIGH,NC 27609 TR7-36-8-EXTENSION-END FOR TRUSS MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7.36.6-EXT-END GROUND SNOW LOAD(psf): 20 U JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(In O.C.): 16 SPAN:36'-B" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. CONDITION"R'-HEEL: TOP CHORD AXIAL FORCE LC CD DIRECTION 486 GRAVITY 1 VERTICAL 1.6 in MINIMUM BEARING LENGTH FOR TOP CHORD TO BOTTOM CHORD 832 LATERAL OKAY FOR 3/8"GR,5 BOLT(DOUBLE SHEAR;3/8"SI DE PLATES)PLUS AN ADDITIONAL 378 WIND 1.6 VERTICAL (5)8d(0.131"x 2.5")COMMON NAILS THROUGH OSS GUSSET INTO RAFTER EACH SIDE(FACE)OR 650 LATERAL 7)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) OR OK FOR 3/4"GR.5 BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) BOTTOM CHORD FROM TOP CHORD FORCE LC CD DIRECTION 486 GRAVITY 1 VERTICAL 7 8d 0.131"x 2.5" COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE FACE 832 LATERAL OR(11)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 378 WIND 1.6 VERTICAL 650 LATERAL CONDITION"G"-BOTTOM CHORD AT MATING LINE: TENSION FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(5) 8d(0.131"x 2.5")COMMON NAIL OR w/(5)16 ga x 2.5"x 7116"STAPLE EACH END 757 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(3) 8d(0.131"x 2.5")COMMON NAIL OR w/(5)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR SIMPSON 0820 STRAP W(6)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA12 STRAP w/(10)0.148"x 2.5"NAILS EACH END OR USE(7)10d(0.148"x 3")COMMON NAILS THROUGH FLOOR SHEATHING INTO BOTTOM CHORD EACH SIDE OF MATING LINE SHEAR FORCE LC CD 311 GRAVITY 1 (4)16d(0.162"x 3.5)COMMON NAILS THROUGH BEAM INTO BOTTOM CHORD ENDGRAIN 216 WIND 1.6 ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BEAM INTO BOTTOM CHORD(ENDGRAIN)PLUS NO ADDITIONAL CONN READ PLUS USE 1 Od(0.148P x 3" COMMON NAILS AT 5 in O.C.THROUGH MULTIPLE PLYS S r ,� ,. c: °fC3 f� � w All Jf' 0787. it► 10/14/22 BARLOW ENGINEERING,P.C. 1016 QUAIL RIDGE RD. F.t,vwk film 220273%TR7.3&&EXT-ENDA. RALEIGH,NO 27609 TR7-36-8-EXTENSION-END FOR TRUSS MT-7.16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,106/136 mph WIND EXP.D,ASCE 7-16 TRUSS NO.:TR7-36-8-EXT-END GROUND SNOW LOAD(psf): 20 •CROSS SECTION IS FOR REFERENCE AND MAY NOT REFLECT ACTUAL TRUSS. JOB NO.:220273 WIND SPEED(mph) 105 PITCH:7112 TRUSS SPACING(in D.C.): 16 SPAN:36'-8" COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 pif FLOOR DEAD LOAD= 10 psf x 11.75 ft/2= 59 pIf x 14.75 ft/2= 74 plf FLOOR LIVE LOAD= 40 psf x 11.75 ft/2= 235 plf x 14.75 ft/2= 295 plf CEILING DEAD LOAD= 5 psf x 11.75 ft/2= 29 plf x 14.75 ft/2= 37 plf COMPONENT LOADS Ilbslftl (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION 5 6 7 8 7 513 567 467 9 651 785 709f@q 516 1164 1352 1176 505 -570 -515 � 9O 10 11 12 8 13 14 1© 16 LOAD 17 18 19 20 21 22 23 24 17 18 19 2�0 DEAD 424 710 795 735 603 849 949 929 LIVE 564 886 1080 1004 799 1121 1375 1299 2© TOTAL 988 1596 1875 1739 1402 1970 2324 2228 C&C UPLIFT -386 -433 -354 -303 -340 237 N E r i Ja ih a 07,97ro 10/14/22 BARLOW ENGINEERING,P.C. 1018 QUAIL RIDGE RD. F:6Yo,k filosV20273RR7.36.8•EXT-ENDads RALEIGH,NO 27609 MT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,102/136 mph WIND,EXP.D,ASCE 7-16 4'-9 22 3 4 8 2 5 2'-108" 15'-98" TRUSS NO.:TDT-7-16-9 GROUND SNOW LOAD(psf): 20 TC DL(psf): 10 JOB NO..220273 TRUSS SPACING(in D.C.): 16 PITCH:7112 BALANCED SNOW LOAD(psf): 20.4 SPAN:15'-9" UNBALANCED SNOW LOAD(psf): 36 OPPOSITE SIDE UNB.SNOW LOAD(psf): 6.1 UNBALANCED SNOW LOAD LENGTH(ft): 4.3 MINIMUM ROOF LIVE LOAD(psi):1 20 WIND SPEED(mph)(VuR): 135 WIND SPEED(mph)(Vasd): 106 MEMBER INFORMATION: MAXIMUM SIZE& MAXIMUM DEFLECTION MEMBER SPECIES CSI (in) l! TOP CHORD 1-6 2X6 SP#2 0.494 0.183 598 20 psf COLLAR TI E 7 2X6 SP#2 0.159 GRAVITY EAC IO S ibs• GSL 8 2X6 SP#2 0.181 N2 DEAD LOAD 154 NOTES: TOTAL LOAD 427 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. MIN.BEARING LENGTH(in) 1.5(MIN) 2.UNBALANCED SNOW HAS BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. N6 DEAD LOAD 154 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. TOTAL LOAD 427 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE MIN.BEARING LENGTH(in) 1.5(MIN) CALCULATED SNOW LOADING APPLIED AS SEPARATE LOAD CASES AND COMBINATIONS. 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY 11, 33 ft MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. 105 mph 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE ASD WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. N2 MWFRS VERT. -131 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. MWFRS LAT. 99 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. C&C -483 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. N6 MWFRS VERT. -131 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. MWFRS LAT. 0 11.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. C&C -483 12.MEMBER 7 SHALL BE LATERALLY BRACED AT 1/3 POINTS. C)v- j��L:vy cr it 1y. 0787r, 11/11/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C.'120221220273 M-7.169.4s RALEIGH,NO 27609 TDT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,102/136 mph WIND,EXP.D,ASCE 7-16 TRUSS NO.:TDT-7-15-9 GROUND SNOW LOAD(psf):l 20 1O JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(in O.C.)-.1 16 SPAN:15'-9" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIPT CONNECTIONS MWFRS LOADS): N2 UPLIFT(Ibs) LC CD 131 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5')COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS 2)8d 0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 99 WIND 1.6 (2)16d(0.162'x 3.5")COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) N6 UPLIFT(Ibs) LC CD 131 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SI MPSON CS20 STRAP wl(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP wl(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE wl(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d 0.131"x 2.6' COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D „nwa-i<oa,%4- r = $ 07E).7�'t Orr.,.IStn�"�'' 11/11/22 6ARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:1202212202MTDT-7.1&9.lds RALEIOM,NO 27509 TDT-7-16-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,102/136 mph WIND,EXP.D,ASCE 7.16 TRUSS NO.:TDT-7-15-9 GROUND SNOW LOAD(psf): 20 O JOB NO.:220273 WIND SPEED(mph)(Vasd1: 105 PITCH:7/12 TRUSS SPACING(in O.C.):l 16 SPAN:15'.r NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. - -N—u- 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. / 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL&105 mph WIND asd): CONDITION"A!'-RIDGE: TENSION(Ibs) FORCE LC CD 118 GRAVITY 1 OK FOR 1 112"x 26 ga STRAP wl(2) 8d(0.131"x 2.5")COMMON NAI L OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 146 WIND 1.6 OR OK FOR 1 112"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP wl(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 106 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 104 WIND 1.6 ALTERNATE: (4)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 1Od(0.148"x 3")COMMON NAILS AT 15 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"B"-COLLAR TIE: TENSION FORCE LC CD 0 GRAVITY 1 (6)10d 0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 886 WIND 1.6 ALTERNATE:(6)1Od(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION NO ADDITIONAL REQ'D FORCE LC CD 518 GRAVITY 1 659 WIND 1.6 CONDITION"C"-HEEL TIE: TENSION FORCE LC CD 391 GRAVITY 1 (4)1 Od(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 338 WIND 1.6 ALTERNATE:(4)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION NO ADDITIONAL REQ'D FORCE LC CD 0 GRAVITY 1 342 WIND 1.6 � S •F Id 4 ��aGtiliS�4�� 11/11/22 BARLOW ENGINEERING,P.C. 1019 QUAIL RIDGE RD. C:1202212202731TOT-7-l"A5 RALEIGH,NO 27609 TDT-746-9 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,1021135 mph WIND,EXP.D,ASCE 7-16 TRUSS NO.:TDT-745.9 GROUND SNOW LOAD(psfl:l 20 JOB NO.:220273 WIND SPEED(mph)(Vasd): 105 PITCH:7112 TRUSS SPACING(In O.C.):l 16 SPAN: COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf x 10 ft/2= 50 plf x 12 ft/2= 60 pif FLOOR LIVE LOAD= 40 psf x 10 ft/2= 200 plf x 12 ft/2= 240 pif CEILING DEAD LOAD= 5 psf x 10 ft/2= 25 ptf x 12 ft/2= 30 plf FLOOR DEAD LOAD= 10 psf x 14 ft/2= 70 plf x 16 ft/2= 80 plf FLOOR LIVE LOAD= 40 psf x 14 ft/2= 280 plf x 16 ft/2= 320 pif CEILING DEAD LOAD= 5 psf x 14 ft/2= 35 plf x 16 ft/2= 40 plf COMPONENT LOADS flbsl(tl LOCATION 10 ft MODULE WIDTH LOAD 1 2 3 LOAD 4 5 DEAD 116 236 356 DEAD 105 395 LIVE 204 204 204 LIVE 100 300 TOTAL 320 440 560 TOTAL 205 695 C&C UPLIFT -362 -290 -218 C&C UPLIFT 01 Q1 12 ft MODULE WIDTH LOAD 1 4 5 DEAD 115 415 LIVE 120 360 TOTAL 235 775 C&C UPLIFT 14 ft MODULE WIDTH �l LOAD 5 OO DEAD 125 435 LIVE 140 420 TOTAL 265 855 C&C UPLIFT 16 ft MODULE WIDTH O O LOAD 4 5 DEAD 135 455 LIVE 160 480 TOTAL 295 935 C&C UPLIFT ,,,..wo._ez•r�qu�� NE I�S��i�h �( <L � ' W r 0787 11/11/22 BARLOW ENGINEERING,P.C. 1919 QUAIL RIDGE RD. CA202212202731TDT-7-169.)ds RALEIGH,NO 27609 LEGACY CUSTOM MODULAR HOMES 9F.S/. APPROVED DATE 318122 PFS CORPORATION Bloomsburg,PA SECTION 23 UNIFORMLY LOADED STACKED BEAM CHARTS 2 x 10 SPF 92 UPPER MEMBER P1 -P138 2 x 10 SYP#2 UPPER MEMBER P139-P273 2 x 10 SP SELECT STRUCTURAL UPPER MEMBER P274-P408 1.5 x 9.25 LVL UPPER MEMBER P409-P543 % `S•�O•••� • �� \` `S� �i'" ,,�`•r.y(%iV 1`'�� -46 STAI Me :''��'p.'•••,`.: ; ?�5'$arlow � ����•?`W h/�/� .p�lrA011flR�llI�Cl.lP�����\��� � , s \e \ !Lbic. No. 035206 0 � � ° 0T •�J. W , o NAL 8� '�tfl�utUHaN 02/09/22 �� l I)J6 A Tyr NE VV •.••.P...� r jily� .����f�1r'e`� c��i�•}�S(: f: /�?. VFW ]ERS ,`tCF'.• '�"�;a rk•„ �0 C S I � �L • ASP•. .\ '•y, sf • '8' '•r�' ':`:ti':�n ''�- ,�•�� , � — r 4„• � . ..,��� � � ,'� q �i� •' _ f;; i �Sri -'- _ 'FLOW NGINCER Uj S�.t . 0 C�CENS�p' l=� �.,4: G:-",': �Y �� V`OQn6 air+��� `psi •. �c , P� ' �E�.••' ��bw E=tac3�qpolls O•'f/�G/202 o Professional Certification I hearty cert7y That these documents L V were prepared approved me,and that licensed e+ vEsaHEfan,Pc Pw,eneoiewrunw.usa+er vaEx rte P P PP Y Y vn:sarowsoe.su.— professional engineer under the laws of the State of Maryland, wEExxacma License No.33421,6Wiration Date 711612l). IFS:MRROVED DA1E M8/22 UNIFORMLY LOADED PFs� PoaATION STACKED BEAM CHARTS NOTES: 1.LOADSARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd1=1.0 6 REPETITIVE FACTOR(Cr)=1A 7.SINGLE MEMBER LVVS GREATER THAN 14"DEEPARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR- AND SUPPORT STUDS. - S.MIDSPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED STACKED BEAM "ON79MILIVOkup SPAN CALCULATIONS F f _ Y]" T R BASED ON 1/240 DEFLECTION -"F.�E0 1/360 FLECT BASED ON 11480 DEFLECTION BASED ON 1/T MAX DEFLECTION LOWER MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD QUANTITY d/b SPAN BY LENGTH m m SPAN BY LENGTH m m SPAN BY LENGTH m SPAN I BY LENGTH m m 2x12SPF92 300 1 7.5 13'-10' Lb-LOW 4.932 0.564 h12'- Ld-LOW 4.612 0.432 11'-9' Ld-LOW 4.191 0294 13'-5" Ld-LOW 4.784 0.5 2 3B 18'-7" Ld-LOW 6.654 0.932 Ld-LOW 5.821 0.543 14'-9" Ld-LOW 52M 0.37 15'-11' Ld-LOW 5.704 0.5 3 25 21 -3' Ld-LOW 7.64 1.064 Ld-LOW 6.675 0.62 18'-10' Ld-LOW 6.054 0.422 17'-7' Ld-LOW 6.327 0.5 4 1.9 23'-41 Ld-LOW 8.424 1.168 Ld-LOW 7.36 0.68 18'-0' Ld-LOW 6.697 0.464 18'-10' Ld-LOW 6.814 0.5 2x12SYP#2 301 1 7.5 13'-7" Lb-LOW 3.655 0.531 Ld-LOW 3.471 0.432 11'-9' Ld-LOW 3.152 0294 13'-5' Ld-LOW 3.6 0.5 2 3.818'-T Ld-LOW 5.016 0.931 Ld-LOW 4.382 0.542 14'-9' Ld-LOW 3981 0.369 15'-11- Ld-LOW 4.294 0.5 3 25 21'-T Ld-LOW 5.754 1.082 Ld-LOW 5.027 0.019 16'-10" Ld-LOW 4.568 0.422 17'-7- Ld-LOW 4.765 0.5 4 1.9 23'-3' Ld-LOW 6,345 1.166 20'-4- Ld-LOW 1 5.643 0.679 18'-6' Ld-LOW 5.037 0.463 18'-10" Ld-LOW 5.136 0.5 2x12HEM-FIR02 300 1 7.5 13'-W Lb-LOW 5.151 0.577 12'-9' Ld-LOW 4.773 0.426 11'-7" Ld-LOW 4.336 0.29 13'-T Ld-LOW 4.9% 0.5 2 3.8 18'-4" Ld-LOW 6.896 0.919 16'-0' Ld-LOW 6.025 0.635 14'-T Ld-LOW 5.474 0.365 15'-9' Ld-LOW 5.923 0.5 3 25 20'-11- Ld-LOW 7.909 1.049 IS'-3' Ld-LOW 6.909 0.611 16'-7" Ld-LOW 6.277 0.416 17'-5' LA-LOW 6.57 0.5 4 1.9 23'-0' Ld-LOW 8.719 1 1.152 20'-1" Ld-LOW 7.615 0.671 IS'-3" Ld-LOW 6.919 0.467 18'-8" Ld-LOW 7.077 0.5 2 x 12 SP SELECT STIR. 300 1 7.6 15'-7' Ld-LOW 4.172 0.779 13'-7- Ld-LOW 3.644 0.454 12'-4' Ld-LOW 3.312 0.309 13'-11' Ld-LOW 3.735 OS 2 3.8 19'-7' Ld-LOW 5.285 0.98 17'-1" Ld-LOW 4.6 0.571 15'-6' Ld-LOW 4.181 0.389 16'-6' Ld-LOW 4.451 0.5 3 25 22'-4' Ld-LOW 6.OL9 1.12 19'-W Ld-LOW 5276 0.652 17'-9' Ld-LOW 4.793 0.444 18'-3' Ld-LOW 4.938 0.5 4 1.9 24-T Ld-LOW 6.658 123 21'-5' Ld-LOW 5.816 0.718 19'-8' Ld-LOW 5285 DABS 19'-7' Ld-LOW 5.317 0.5 1.5x 11.25 LVL 300 1 7.5 15'-11' Ld-LOW 2.741 0.796 13'-10' Ld-LOW 2394 0.464 12'-T Ld-LOW 2176 0.316 14'-2' Ld-LOW 244 0.5 2 3.8 20'-T Ld-LOW 3.483 1.001 17'-5' Ld-LOW 3.025 0.583 15'-10' Ld-LOW 2748 0.397 IS'-9' Ld-LOW 2911 0.5 3 25 1 22'-10' Ld-LOW 1 3.974 1.143 19'-11' Ld-LOW 1 3.472 0.605 18'-1' Ld-LOW 3.153 0.453 18'-7' Ld-LOW 3.232 0.5 4 1.9 25'-T Ld-LOW 4.384 1.254 21'-10' Ld-LOW 3.831 0.73 19'-10' Ld-LOW 3.48 0.498 19'-11" Ld-LOW 3.484 0.5 1.5x12LVL 300 1 8 10'-T Ld-LOW 2.883 0.831 14'-6' Ld-LOW 2501 0.484 13'-2" Ld-LOW ZM 0.33 14'-T Ld-LOW 252 0.5 2 4 20'-10' Ld-LOW 3.617 1.045 18'-3' Ld-LOW 3.16 0.608 10'-7' Ld-LOW 2.87 0.415 17'-4 Ld-LOW 3.009 0.5 3 27 23'-10' Ld-LOW 4.162 1.193 20'-10' Ld-LOW 3.627 0.695 IS'-11" Ld-LOW 3,295 0.473 19'-2" Ld-LOW 3.341 0.5 4 2 28'-T Ld-LOW 4.583 1.309 22'-10" Ld-LOW 4.005 0.763 20'-9" Ld-LOW 3.638 0.52 20'-7' Ld-LOW 3.603 0.5 1.Sx i'4 L�TT7 1 9.3 18'-T Ld-UP 3.203 0.929 16'-T Ld-UP 2-798 0.541 14'-9" Ld-UP 2642 0.369 15'-11' Ld-UP 2743 05 2 4.7 23'-4" Ld-LOW 4.058 1.17 20'-5' Ld-LOW 3.544 0.681 18'-0' Ld-LOW 3.22 0.464 18'-11' Ld-LOW 3281 05 3 3.1 26'-8' Ld-LOW 4.651 1.335 23 - " Ld-LOW 4.073 0.778 21'-T Ld-LOW 3.7 0.53 20'-10' Ld-LOW 3,647 0.5 4 23 29'-3' Ld-LOW 5.15 1.466 25'-7" LOW 4.499 0,854 23'-3- Ld-LOW 4.088 0.582 22'-4' Ld-LOW 3.935 0.5 1.5x 16 LVL 300 1 10.7 20'-T Ld-UP 3.563 1.033 18'-0" P 3.113 0.602 Is'-4" Ld-UP 2828 0.41 17'-T Ld-UP 2972 0.5 2 53 26'-P Ld-UP 4.522 1.301 22.-8' ad-L 3.95 0.758 20'-7" Ld-UP 359 0.516 2D'-5' Ld-UP 3.56 0.5 3 3.6 29'-8' Ld-LOW 5206 1.487 25'-11" 4,548 0.866 23'-T Ld-LOW 4.132 0.69 22'-T Ld-LOW 3.904 0.5 4 27 32'-T Ld-LOW 5.755 1.632 28'-6" 5.027 0.951 25'-10' Ld-LOW 4.567 0.648 24'-3' Ld-LOW 4.281 0.5 1.5x 18 LVL 300 1 12 22'-W Ld-UP 3.934 1.14 19'-10' Ld-UP 3.438 0.664 18'-1' Ld-UP 3.123 0.452 18'-61 Ld-UP 3.202 OS 2 6 28'-8' Ld-UP 4.998 1.436 25'-1' Ld-UP 4.366 0.836 22'-0' Ld-UP 3.967 0.57 22'-0" Ld-UP 3.84 05 3 4 32'-10' Ld-UP 5,768 1.644 28'-8' Ld-UP .04 0.957 26'-1' Ld-UP 4.578 0.652 24'-4' Ld-UP 4.284 0.5 4 3 36'-T' Ld-LOW 6.388 1.805 31'-6" Ld-LOW 5 1.051 2B'-7- Ld-LOW 5.069 0.716 26'-T Ld-LOW 4.633 0.5 1.5x 20 LVL 300 1 13.3 24-11' Ld-UP 4.311 1.248 21'-9' Ld-UP 3.7 0.727 19'-9' Ld-UP 3A22 0.495 19'-10" Ld-UP 3.431 0.5 2 6.7 31'-5' Ld-UP 5.482 1.572 27'-5" Ld-UP 4.789 0.915 24'-11- Ld-UP 4.351 0.624 23'-7- Ld-UP 4.117 0.5 3 4A 35'-11" Ld-UP 6.332 1.799 31'-5" Ld-UP 5.532 1.048 28'-6' Ld-UP 5.028 0.714 26'-1' Ld-UP 4.598 0.5 4 13 39'-7" Ld-UP 7.033 198 34'-7' Ld-UP 6.143 1.153 31'-5' Ld-UP 5.582 0.796 28'-0' Ld-UP 4.985 0.5 1.5x 22 LVL 300 1 14.7 27'-1' Ld-UP 4.69 1.356 23'-B' Ld-UP 4.097 .79 21'-6' Ld-UP 3.722 0.538 21'-1' Ld-UP 3.655 0.5 2 7.3 34'-1- Ld-UP 5.988 1.708 29'-10' Ld-UP 5.214 0. 27'-1' Ld-UP 4.736 0.978 25'-1' Ld-UP 4.39 0.5 3 4.9 39'-1' Ld-UP 69 1.955 34'-1' Ld-UP 6.028 1.1 31'-0' Ld-UP 5.477 0.776 27'-9' I Ld-UP 4.907 0.5 4 3.7 43'-0' Ld-UP 7.67 2.152 37'-7- Ld-UP 6.701 1.253 34'-1' Ld-UP 6.088 0.854 29'-10' I Ld-UP 5.325 0.5 1.5x 24 LVL 300 1 16 29'-3' Ld-UP 5.066 1.463 25'-6" Ld-UP 4.42S 0.852 23'-2" Ld-UP 4.02 0.581 22'-4' Ld11P 3.873 0.5 2 8 36'-10' Ld-UP 6.453 1.844 32'-2" Ld-UP 5.638 1.074 29'-3' Ld-UP 5.122 0.732 28'-7 Ld-UP 4.657 0.5 3 5.3 42'-7 Ld-UP 7.468 2.11 36'-10" Ld-UP 6.524 1229 I '-S Ld-UP 5.927 0.837 29'-5' Ld-UP 1 5.21 0.5 4 4 46'-6' Ld-UP 8.308 2.323 40'-6' Ld-UP 7.258 1.353 138 10' Ld-UP 6.594 0.922 31'-7- Ld-UP 1 5,659 0.5 LUPEAMSTAO® #07 ceiling &floor beam SECTION 231 pp.426 RPDROVED `DA/7E 3/BII2 PFS C00.PORATION UNIFORMLY LOADED a m.g,w STACKED BEAM CHARTS NOTES: 1.LOADSARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.06 REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVVS GREATER THAN I4'DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING VWkLL LOCATIONS WHERE ONE EACH 3.SPANSARE LIMITED BY THE MAXINNM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORMA DOUBLE MEMBER SENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. B.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED STACKED BEAM 1.5 x 9 V SPAN CALCULATIONS I' F -` Y!`17' M BASED ON 11240 DEFLECTION BASED ON 1/380 DEFLE BASED ON 1/480 DEFLECTION BASED ON 12'MAX DEFLECTION LOWER MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD QUANTITY d/b SPAN BY LENGTH m m) SPAN BY LENGTH in m SPAN BY LENGTH n m SPAN BY LENGTH m 2x12SPFt2 450 1 7.5 11'-4' Lb-LOW 6.035 0.378 11'-4" Lb-LOW 6.035 0.378 10'-3" Ld-LOW 5.485 0.257 11'-4' Lb-LOW 6.035 M378 2 3.8 15'-11' Lb-LOW 8.52 0.746 14'-3" Ld-LOW 7.614 0.475 12'-11' Ld-LOW 6.918 0.324 14'-5' Ld-LOW 7.711 0.5 3 25 18'-7' Ld-LOW 9.988 0.933 16'-3' Ld-LOW 8.727 0.543 14'-9' Ld-LOW 7.927 0.37 15'-11" Ld-LOW 8.548 0.5 4 1.9 20'-5' Ld-LOW 11.007 1.025 17'-10' Ld-LOW 9.616 0.597 16'-3' Ld-LOW 8.736 0.407 17'-1" Ld-LOW 9.2 0.5 2x12SYP#2 450 1 7.5 11'-1" Lb-LOW 4.474 0.356 11'-1' Lb-LOW 4.474 0.356 10'-3' Ld-LOW 4.126 0.257 11'-1" Lb-LOW 4.474 0.356 2 3.8 15'-8' Lb-LOW 6.313 0.7 14'-Y Ld-LOW 5.729 0.475 12-11' Ld-LOW 5.205 0.324 14'-5' Ld-LOW 5.804 0.5 3 25 18'-7' Ld-LOW 7.519 0.932 16'-3' Ld-LOW 6.558 0.543 14'-9' Ld-LOW 5.968 0.37 15'-11" Ld-LOW 6.435 0.5 4 1.9 20'-5' Ld-LDW 8.287 1.023 17'-10' Ld-LOW 7.239 0.596 16'-2' Ld-LOW 6.577 0.406 17'-1' Ld-LOW 6.929 0.5 2x12HEM-FIR92 450 1 7.5 11'-3' Lb-LOW 6.304 0.386 11'-2' Ld-LOW 6.247 0.373 10'-1' Ld-LOW 5.677 0.254 11'-3' Lb-LOW 6.3D4 0.386 2 38 15'-10' Lb-LOW 8.899 0.762 14'-0' Ld-LOW 7.881 0.469 12'-9' Ld-LOW 7.16 0.319 14'-3' Ld-LOW 8.01 0.5 U UPPER 3 25 18--4' Ld-LOW 10.338 022 16'-0' IA-LOW 9.032 0.536 14'-7" Ld-LOW 8.205 0.365 15'-9' Ld-LOW 8.877 0.5 4 1.9 20'-2' Ld-LOW 11.393 1.011 17'-7' AL&LOW 9.951 MEN 16'-0' Ld-LOW 9.042 0.401 16'-11' Ld-LOW 9.553 0.5 2 x 12 SP SELECT STIR. 450 1 7.5 12'-9' Lb-LOW 5.108 0.522 11'-10' 4.77 0.397 10'-9' Ld-LOW 4.335 0271 12'-7' Ld-LOW 5.053 0.5 2 3.8 17'-1' Ld-LOW 6.888 0.858 14'-11" 6.018 OS 13'-T Ld-LOW 5.467 0.341 14'-11" Ld-LOW 6.018 OS 3 25 19,-7" Ld-LOW 7.894 0.981 17'-1" 6.896 0.571 15'-6' Ld-LOW 6.266 0.389 16'-6' Ld-LOW 6.671 0.6 4 1.9 21'-6' Ld-LOW 8.699 1.078 18'-10' 7.MB 0.628 17'-1" Ld-LOW 6.9D4 0.428 17'-9' Ld-LOW 7.179 0.5 1.5x1125LVL 450 1 7.6 13'-11" Ld-LOW 3586 0.697 12'-2' 3.133 0.400 11'-0' Ld-LOW 2847 0.277 12'-9' Ld-LOW 3.301 0.5 2 3.8 17'-6' Ld-LOW 4526 0.877 15'-3' 3.955 0.51 13'-10" Ld-LOW 1593 0.348 15'-2' Ld-LOW 3.934 OS3 25 20'-0' Ld-LAW 5.19 1.002 17'-5' 4.534 0.583 15'-10` Ld-LOW 4.119 0.397 18'-10' Ld-LOW 1 4.363 0.5 4 1.9 22'-0' Ld-LOW 5.722 1.1 19'-2' Ld-LOW 4.999 0.641 17'-5" Ld-LOW 4.542 0.437 IS'-0' Ld-LOW 4.698 0.5 1.5x 12 LVL 450 1 8 14'-6' Ld-LOW 3.745 0.728 12'-8' Ld-LOW 3.272 0.424 11'-6" Ld-LOW 2973 0.289 13'-2' Ld-LOW 3.41 0.5 2 4 18'-3' Ld-LOW 4.7Z7 0.915 15'-II' Ld-LOW 4.13 0.533 14'-6" Ld-LOW 3.752 0.363 15'-8' Ld-LOW 4.065 0.5 3 27 20'-10' Ld-LOW 5.422 1.046 IS'-3' Ld-LOW 4.736 0.609 16'-T Ld-LOW 4.303 0.415 17'-4" Ld-LOW 4.609 0.5 ��� 4 2 22'-11' Ld-LOW 5.978 1.149 20'-0' Ld-LOW 5.223 0.669 18'-2" Ld-LOW 4.745 OA56 18'-7" Ld-LOW 4.857 0.5 1,5X 1Y LVL t�7 1 9.3 16-3' Ld-UP - 4.191 0.814 14'-2' Ld-UP 3.661 0.474 12'-10' Ld-UP 3.328 0.323 14'-4' Ld-UP 3.71 OS 2 4.7 20'-S Ld-LOW 5.289 1.024 17'-10' Ld-LOW 4.63 0.597 16'-3' Ld-LOW 4.206 0.407 17'-1' Ld-LOW 4.43 0.5 A 3.1 1 23'-4' Ld-LOW 6.082 1.171 Ld-LOW 5.313 0.682 IS'-6" Ld-LOW 4.877 0.465 18-11" Ld-LOW 1 4.918 0.5 4 2.3 25'-8" Ld-LOW 6.71 1.286 22'-5' LOW 5.861 1 0.749 20'-4" Ld-LOW 5225 0.51 20'-3' Ld-LOW 6.299 0.5 1.5x 16 LVL 450 1 10.7 18'-1' Ld-UP 4.684 0.905 15.-9' X 4.074 0.527 14'-4' Ld-UP 3.701 0.W9 IS'-7- Ld-UP -4.02 0.5 2 5.3 22'-9' Ld-UP 5.905 1.14 19 -11" 5.159 0.664 18'-1' Ld-UP 4.686 0.452 18'-6" Ld11P 4.806 0.5 3 3.6 26'-0' Ld-LOW 6.785 1.304 22'-9' 5.927 0.759 20'-a' Ld-LOW 5.385 0.517 20'-6" LA-LOW 5.34 0.6 4 27 28'-7" Ld-LOW 7.49 1.432 25'-0" 6.543 0.834 22--8' Ld-LOW 5.945 0.568 22'-O' Ld-LOW 6.758 0.5 1Sx18LVL 450 1 12 19'-11' Ld-UP 5.153 0.999 17'-5" 4.602 0.582 15'-10' Ld-UP 4.091 0.397 18'-9' Ld-UP 4.334 0.5 2 6 25'-2' Ld-UP 6S3 1.259 21'-11- 5.705 0.733 19'-11' Ld-UP 5.183 0.5 19'-11' Ld-UP 5.183 0.5 3 4 1 28'-9' Ld-UP 7.516 1.441 25'-2' Ld-UP 6.566 0.839 22'-10" Ld-UP 5.965 0.572 22'-1' Ld-UP 6.768 0.6 4 3 31'-8" Ld-LOW 8.305 1.584 1 27'-8' Ld-LOW 7.256 0.922 25'-1" Ld-LOW 6.592 0.629 23'-8" Ld-LOW 6=5 0.5 1.5x20 LVL 450 1 13.3 21'-g' Lb-UP 5.625 IM74 19'-1' Ld-UP %4.939 0.638 17'-4" Ld-UP 4.486 0.435 18'-01 Ld-UP 4.647 05 2 6.7 27'-7" Ld-UP 7.166 1.38 24--1' Ld-UPAT 0.8D4 21'-10' Ld-UP 5.688 0.548 21'-4" Ld-UP 5.56 0.5 3 4.4 31'-7" Ld-UP 8.253 1.58 27'-7' Ld-UP0.92 25'-0' Ld-UP 6.551 0.627 23'-8" Ld-UP 6.191 0.5 4 3.3 34'-9' L.d-UP 9.14 1,739 30'-4" Ld-UP1.013 27'-7' Ld-UP 7.2M 0.69 25'-5' Ld-UP 6.693 0.5 1.5x 22 LVL 450 1 14.7 23'-8' Lb-UP 6.068 1.126 20--9' Ld-UP 0.694 IS'-11' LdUP 4.886 0.473 19'-7 Ld-UP 4.955 0.5 2 7.3 30'-0' Ld UP 7.809 1.502 26'-2' Ld41P 0.975 23'-10' Ld-UP 6.199 0.598 22'-9' Ld-UP 5.932 OS 3 4.9 1 34'-4" Ld-UP 9 1.72 30'-0' 1 Ld-UP 7.883 1.OD2 27'-3" Ld-UP 7.143 0.682 25'-3' Ld-UP 6.609 0.5 4 3.7 37-10` Ld-UP 9.972 1.893 33'-0' Ld-UP 8.711 1.102 30'-0" Ld-UP 7.916 0.751 27--1' Ld-UP 7.149 0.5 1.5x24LVL 450 1 16 25'-2' Lb-UP 6.515 1.181 22'-6' Ld-UP 5.817 kO.751 20'-5` I Ld-UP I 5285 0.512 2D'-4" Ld-UP 5.256 0.5 2 8 32'-5' Ld-UP 8.452 1.624 29'-4' Ld-UP 7.384 946 25'-8` Ld11P 6.709 0.644 24'-2' Ld-UP 6.297 OS 3 5.3 37'-Y Ld-UP 9.747 1.859 32'-5' Ld-UP 8.515 A., Za'-8' Ld-UP 7.736 0.738 28'-9' Ld4JP 7.019 0.5 4 4 40'-11- Ld-UP 10.806 2.048 35--8' MP 9.44 32'-5" Ld-UP 8.576 1 0.812 28'-9' Ld-UP 7.598 0.5 #08 ceiling &floor UNffAA45TAOdD beam SECTION 23/pp.435 �'FS,,�• ,APPROVED DATE "/"/�� LEGACY CUSTOM MODULAR HOMES PFS CORPORATION Bloomsburg, PA SECTION 22 UNIFORMLY LOADED BEAM CHARTS P1 -P137 1tlttfr 'o\111,, OSEPH 94 �v1fp4.TFP( 5 oQ� .F•9�' � �c � v RE • .� i���' •. `� ti!t,)�4 C1.��.S Barlow . E �. �% OR1p .:�'��`'\\ • .. .. N NOA AI-is. No. 035206 �w ��';��F••.......••••�0 �`�� �' O T %% ®KA6of 02/09/22 r r•�°�p��-�.�, if- Fill, �� � � s -r�' �� � �r.1 •1{�3 r r � '�— 4 •�� °=fir W ' :2�a 906100: �� _. . � ,yyo ••{ �•�' _1; �� '��: �a � as M17 NA L G�Ca : NAL•iC:a•a`� 9 W� IIIII11111111• 02/�'y G/�'f Professional Cedi icarion.l hearby cerffy dut theca documents 2 V Lo2 o were prepared or appro ad by me,and that I am a duly lieensed e.faowuwnsm,n,oc D rofessional engineer under the laws of the State ofM and, `�'a5°10t0f5.•S1°`s� P.Vp1.1G1BPY.MW.1tF0ACY ROp]p1B MlEG1�eC tAO License No.33421,BWirdon Date 71100. .<AF'S/6pPR0VED DATE �� P FS CORPORATION Blmmzbvg,M NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=LO 6 REPETITIVE FACTOR(Cr)=U. 7.SINGLE MEMBER LVLS GREATER THAN I4'DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURERI CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUETO - 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORMA DOUBLE MEMBER BENDING,DEFLECTION.OR SHEAR. AND SUPPORT STUDS. S.MID-SPAN SPLICING 1S NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED O ,I QMI-DE ECTION BASED ON 11480 DEFLECTION BASED ON Ir2 MAX DEFLECTION MAXIMUM LDAr ED BEARING DEFLECTION MAXIMUM DEFL LIMITED BEARING ECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LBJOTED BEARING DEFLECTION MEMBER LOAD QUANTITY d/b SPAN BY LENGTH in m SPAN BY LENGTH N in SPAN BY LENGTH(m)( m SPAN I BY LENGTH in in 2X12SPF#2 300 1 7.5 7'-9' Lb 1.85 0.102 7'-9" Lb 1.85 0.102 7'-9' Lb 1.85 0.102 78-9' Lb 1.85 0.102 2 3.8 11'-0' Lb 1.311 0.203 11'-O' Lb 1.311 02M 11'-0' Lb 1.311 0203 11'-0' Lb 1.311 0.203 3 2.5 13'-5" Lb 1.073 0.304 13'-S Lb 1.073 0.304 13'-6' Lb 1.073 0304 13'-S Lb 1.073 0.304 4 1.9 15'-6' Lb 0.931 0.403 15'-6' Lb 0.931 0.403 15'-4" Ld 0.92 0.384 15'-6' Lb 0.931 0.403 2x I2SYP#2 300 1 1 7.5 7'-5" Lb 1.331 0.085 7'-W Lb 1.331 0.085 7'-5' Lb 1.331 0.085 7'-5" Lb 1.331 0.085 2 3.8 110'-6" Lb 44 0.9 0.17 10'-6" Lb 0.944 0.17 10'-6' Lb 0.944 0.17 10'-6' Lb 0.90 0.17 3 2.5 12'-10' Lb 0.772 0.253 12'-10' Lb 0.772 0.253 12'-10' Lb 0.772 0263 12'-10' Lb M772 0.253 4 1.9 14'-10' Lb 0.671 0.336 14'-10" Lb 0.071 0.336 14'-10" Lb 0.671 0336 14'-110" Lb 0.671 0.336 2x12HEM-FIR#2 300 1 7.5 7'-8' Lb 1.913 0.104 7'-8' Lb 1.913 0.104 7'-8" Lb 1.913 0.104 7'-8' Lb 1.913 0.104 2 3.8 10'-1O' Lb 1.356 0.207 10'-10" Lb 1.356 0207 10'-10' Lb 1.356 0207 10'-10' Lb 1.356 0.207 3 2.5 13'-3" Lb 1.t09 0.309 13'-3' Lb 1.109 0.309 13'-3' Lb 1.109 03W 13'-3" Lb 1.109 0.309 4 1.9 15'-3' Lb 0.90 0.41 15'-3" Lb 0.903 Q41 14'-11' Ld 0.942 0375 15'-3' Lb 0.963 0.41 2 x 12 SP SELECT STR. 300 1 7.5 10'-7' Lb 1.881 0266 10'-7- Lb 1.881 0.266 10'-6' Ld 1.878 0264 10'-7 Lb 1.881 0256 2 3.8 14'-11" Lb 1.332 0.529 14'-T Ld 1306 0.488 13'-3' Ld 1.186 0333 14'-8' Ld 1.314' OS 3 25 Is'-3" Lb 1.09 0.791 16'-8' Ld 0.999 0568 15'-2' Ld GA08 038 16'-3' Ld 0.972 0.5 4 1.9 21'-0' Lb 0.946 1.051 is'-4" Ld 0.827 0.613 16'-8' Ld 0.751 0.418 17'-5' Ld 0.786 0.5 7.5 1125 LV ® 1 75 13'-9' Ld 1.575 0.69 12'-0' Ld 1.376 0.402 10'-11" Ld 1.25 0274 12'-W Ld 1.454 05 ad 3.8 17'-4' Ld 0.996 0.867 5'-T' Ld 0117 0.505 13'-9' Ld 0.79 0.344 Is,-1" Ld 0.868 OS 3 2S 19'-9' Ld 0.763 0.991 17'-3" Ld 0.666 0.5T7 15'-8' Ld 0.605 0393 116'-8' Ld 0.643 0.5 - 4 1.9 21'-9' Ld 0.632 1.089 19'-0" Ld 0.552 0.634 17'-3' Ld 0.501 0.432 17'-11' Ld 0.52 0.5 1.5x 12 LVL 300 1 8 14'-8" Ld 1.681 0.735 12'-10' d 1.468 0.428 11'-8' Ld 1.334 0292 13'-4' Ld 1.528 OS 2 4 18'-5" Ld 1.063 0.925 Is'-I- L 0.928 0.639 14'-8' Ld 0.844 0367 15'-10' Ld 0.911 0.5 3 2.7 21'-1" Ld 0.814 1.057 18'-S Ld 0.711 0.615 16'-9" Ld 0.646 0.419 17'-6' Ld 0.675 0.5 4 2 23'-2' Ld 0.674 1.161 20'-3" Ld 0.589 0.076 IS'-5' Ld 0.635 0.461 18'-9' Ld 0.546 OS 1.5x 14 LVL 300 1 9.3 17'-1' Ld 1.962 0.858 14'-11" Ld 1.714 OS 13'-T Ld 1.557 0.34 14'-11' Ld 1.715 OS 2 4.7 21'-6' Ld 1241 1.078 18'-10' Ld 1.084 0.628 17'-1' Ld 0.985 DA28 IT'-9' Ld 1.024 05 3 3.1 24'-7' Ld 0.951 1.232 21'-6' Ld 0.831 0.717 19'-6" Ld 0.755 0.489 1 19'-7" Ld 0.759 0.5 4 2.3 27'-O' Ld 0.789 1.353 23'-7- Ld .S89 0.788 21'-W Ld 0.626 0S37 21'-1' Ld 0.615 OS 1.5x 16 LVL 300 1 10.7 19'-6' Lb 2235 0.964 17'-1" Ld 0.571 15'-6" Ld 1.781 0389 16'-6' Ld 1.895 05 2 5.3 24'-7- Ld 1.421 1232 21'-6' Ld 121 0.717 19'-6' Ld 1.127 OA89 19'-7" Ld 1.134 0.5 3 3.6 28'-1' Ld 1.089 1.406 24'-6' Ld 0.95k 0.819 22'-W Ld 0.865 0558 21'-8" Ld 0.841 05 4 1 2.7 30'-10' Ld 0.904 Is" 26'-11" Ld 0.789 0.8% 24'-6' Ld 0.717 0.613 23'-3' Ld 0.682 OS 1.5x 18 LVL 300 1 12 21'-10' Lb 2505 1.067 1 Is'-3" Ld 2207 0.642 17'-5' Ld 2.005 OA37 18'-1" Ld 2073 OS 2 6 27'-8' Ld 1.6 1.385 24'-2' Ld 1.398 0.806 21'-11' Ld 1.27 0.55 21'-5" Ld 1.24 OS 3 4 31'-T Ld 1.228 1.681 27'-T Ld 1.073 0.921 25'-1' Ld 0.975 0-627 23'-8' Ld 0.921 O5 4 3 34'-8" Ld 1A19 1.735 30'-W Ld 0.89 1.011 27'-6' Ld 0.809 0.689 25'-S Ld 0.747 OS 1.5x20 LVL 300 1 133 24'-2' Lb 2776 1.168 21'-4' Ld 2.453 .713 19'-5" Ld 2229 0.486 19'-6" Ld 2245 0.5 2 6.7 30'-9" Ld 1.78 1.53E 26'-10" Ld 1555 0. 24'-4" Ld 1A13 0.61 23'-2' Ld 1344 05 3 4.4 35'-1' Ld 1.367 1.756 30'-T Ld 1.194 1.0 27'-10' Ld 1.085 0.696 25'-7" Ld 0.999 OS 4 3.3 38'-6" Ld 1.135 1.926 33'-7" Ld 0.992 1.1 30'-6" Ld 0.901 0.764 27'-5" Ld 0.81 O5 1.5x22 LVL 300 1 14.7 28'-6' Lb 3.045 1.269 23'-6' Ld 27 0.784kVB'- Ld 2.453 0534 21'-0' Ld 2413 OS 2 7.3 33'-9" Ld 1.96 1.69 29'-6' Ld 1.713 0.984 Ld 1.556 0.671 24'-11' Ld 1.446 O5 3 4.9 38'-6' Ld 1.506 1.929 33'-8' Ld 1.316 1.123 Ld 1.195 0.765 27'-6' Ld 1.075 OS 4 3.7 42'-3" Ld 1252 2.116 38'-11" Ld 1.093 1232 Ld 0.993 0.84 29'-6" Ld 0.873 05 1.5x24 LVL 300 1 18 28'-t0' Lb 3.314 1.367 25'-T Ld 2.948 0.855Ld 2.678 0593 22'-5' Ld 2578 0.5 2 8 36'-10' Ld 2141 1.843 32'-2' Ld 1.871 1.073 Ld 11 0.731 28'- Ld 1.645 OS3 5.3 42'-O' Ld t.848 2.102 36'-8' Ld 1.438 1.224Ld 1.306 0,634 ' 4' Ld 1.15 OS4 4 48'-1' Ld 1.3692.30540'-3' Ld 1.196 1.343 Ld 1.086 0915 31'-5' Ld 0.934 OS UNEEAM #9 CEILING BEAM - SECTION 22/pp.20 �i/RPPPOVED ware sal PFSCORPORATION " Bloomsbury R1 NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)-1A. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTUREi/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LM4RED BY THE MAXIMUM SPAN DUETO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION.OR SHEW AND SUPPORT STUDS. S.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS _ BASED ON 1/240 DEFLECTION BASED ON t/ DE ECLJON BASED ON 11480 DEFLECTION BASED ON 10 MAX.DEFLECTION MAXIMUM LINTED BEARING DEFLECTION MAXIMUM LIMBED BEARING DEFLECTION MAXMM LIMBED BEARING DEFLECTION MAXIMUM LIAITED BEARING DEFLECTION MEMBER LOAD( QUANTITY d/b SPAN I BY I LENGTH in m SPAN 13Y LENGTH n in SPAN BY I LENGTH(m)( m SPAN BY I LENGTH in n 2x12SPF#2 350 1 7.5 7'-2" Lb 1.997 0.088 7'-7 Lb 1.997 Dow 7'-2' Lb 1.997 0.088 7'-2" Lb 1.997 0.088 2 3.8 10'-2" Lb 1.415 0.174 10'-2" Lb 1.415 0.174 10'-7 Lb 1.416 0.174 10'-2' Lb 1.415 0.174 3 2.5 12'-6' Lb 1.157 0261 12'-6' Lb 1.157 0261 12'-8' Lb 1.157 0261 12'-5' Lb 1.157 0.281 4 1.9 14'-4" Lb 1.004 0.346 14'-4" Lb 1.004 0348 14'-4" Lb 1.004 0.346 14'-4' Lb 1.004 0.346 2x12SYP*2 350 1 7.5 6'-11' Lb 1.437 0.073 W-11" Lb 1 1.437 0.073 6'-11' jLb 1.437 0.073 6'-11" Lb 1.437 0.073 2 3.8 9'-9" Lb 1.018 0.140 9'-9' Lb 1.018 0.146 9'-Sr 1.018 0.146 9'-9" Lb 1.018 0.146 3 2.5 11'-11' Lb 0,833 0.217 11'-11' Lb 0.833 0.217 11 -11" 0.833 0217 11'-11" Lb 0.833 0.217 4 1.9 13'-9" Lb 0.723 0.289 13'-9' Lb 0.723 0.289 13'-9' 0.723 0289 13'-9' Lb D723 0.289 2x12HEM-FIR#2 350 1 7.5 7'-1" Lb 2066 0.089 7'-1' Lb 2-066 0.089 7'-1' 2-066 0.089 7'-1' Lb 2066 0.089 2 3.8 10'-1" Lb 1.463 0,177 10`1" Lb 1.463 0.177 10'-1' 1.463 OA77 10'-1" Lb 1.463 0.177 3 2.5 12'-3" Lb 1.197 0265 12'-3" Lb 1.107 0.265 12'-W 1.197 0265 12'-3" Lb 1.107 0,285 4 1.9 14'-2" Lb 1.039 0.352 14'-2' Lb 1.039 0.352 14'-2" 1.039 0.352 14'-2 Lb 1.039 0.352 2 x 12 SP SELECT STR. 350 1 7.5 9'-9" Lb 2031 0.428 9'-9' Lb 2.031 0.228 9'-9" Lb 2031 0228 9'-9" Lb 2031 0.228 2 3.8 13'-10' Lb 1.438 0.454 13'-10" Lb 1.438 0.454 12'-7" Ld 1.314 0216 13'-10' Lb 1.438 0.464 3 25 16'-11" Lb 1.176 0.679 15'-10" Ld 1.106 0.53 14'-5" Ld 1.005 0-w 15'-8' Ld 1.09 06 4 1.9 19,-6" Lb 1.02 D.903 17'-5' Ld 0.915 0.583 15,-10" Ld 0.831 0.397 16'-10" Ld 0.88 05 15 mWEV-0 ® 1 7.5 12'-10' Lb 1.714 0.61 11'-5' Ld 1.524 0.382 10'-4" Ld 1.385 0.26 12'-7 Ld 1.631 0.5 3.8 16'-5" Ld 1.103 0,824 U .973M- Ld 0.963 0.48 13'-1' Ld 0.875 0.327 14'-6' Ld 0 0.5 3 2.6 18'-10' Ld 0.844 0.942 16'-5' Ld 0.737 0.549 14'-11' Ld 0.97 0.374 16'-V Ld 0.72 0.5 4 1.9 20'-8' Ld 0.699 1.035 18'-1' Ld 0.61 0AW 16'-S Ld 0.555 0.411 17'-3" Ld 0.582 0.5 15 x 12 LVL 350 1 e 13'-8" Lb 1.825 0.645 12'-2" d 1.626 0.407 11'-1" Ld 1.478 0277 12'-10' Ld 1.712 OS 2 4 17'-6' Ld 1.177 0.879 15'-4" L 1.028 0.512 13-11" Ld 0.934 0.349 15'-3' Ld 1.022 OS 3 27 20'-1' Ld 0.901 1.005 17'-6' Ld 0.787 0.585 15'-11" Ld 0.716 0399 16'-10" Ld 0.757 0.54 2 22'-0' Ld 0.748 1.104 19'-3" Ld 0.652 0.643 17'-6" Ld 0.592 0.438 18'-1' Ld 0.612 OS 1.5x14 LVL 350 1 9.3 15'-10" Lb 2119 0.737 14'-2" Ld 1.898 0.476 12'-11' Ld 1.725 0323 14'-5' Ld 1.923 05 2 4.7 20'-5' Ld 1.374 1.025 17'-10' Ld 12 0.597 16'-3" Ld 1.091 0.407 17'-1' Ld 1.148 05 3 3.1 23'-5" Ld 1.053 1.171 20'-5" Ld 0.919 0.682 18'-7- Ld 0.835 0.465 18'-11' Ld 0.851 OS 4 2.3 25'-8" I Ld 0.872 1297 22'-5" Ld 11.762 0.749 20'-5' Ld 0.692 0511 20'-3" Ld 0.689 OS 1.5x16 LVL 350 1 10.7 18'-0" Lb 2412 0.827 16'-3' Ld 2.71 0.542 14'-W Ld 1.972 0.37 15'-11" Ld 1 2127 05 2 5.3 23'-4' Ld 1.572 1.171 2D'-5" Ld 1310 0.682 18'-7- Ld 1248 0.465 18'-11" Ld 1.271 05 3 3.6 26'-8' Ld 1 1.205 1.337 23'-4" Ld 1.05 0.779 21'-2' Ld 0.956 0.631 20'-Ur Ld 0.942 OS 4 2.7 29'-4" Ld 0.099 1.469 25-T Ld 0.872 O.&W 23'-3" Ld 0.793 0583 22'-S Ld 0.763 05 1.5x 18 LVL 350 1 12 20'-3' Lb 2705 0.915 18'-3" Ld 2.443 0.61 16'-7" Ld 222 0.416 17'-4" Ld 2325 OS 2 6 26'-3" Ld 1.77 1.316 23'-U' Ld 1.547 0.767 20'-10' Ld 1.405 0522 20'-W Ld 1.39 05 3 4 30'-0" Ld 1358 1.503 26'-3" Ld 1.186 0.876 23'-10" Ld 1.OT7 0597 22'-10' Ld 1.031 OS 4 3 33'-0" Ld 1.126 1.651 28'-1O' Ld 0.984 0.981 26'-7' Ld 0.894 0.655 24'-S Ld 0.835 OS 1.5x20 LVL 350 1 13.3 22'-5" Lb 2996 1.003 20'-3" Ld 2-716 678 IS'-5" 1 Ld 1 2.468 0.462 18'-1D" Ld 2518 0.5 2 6.7 29'-2" Ld 1.969 1.462 25'-6" Ld 1.72 A0.74.5 23'-2' Ld 1.583 0.58 22'-4" Ld 1.506 05 3 4.4 33'-4" Ld 1.511 Ism 29'-1' Ld 132 26'-5" Ld 1.199 0.662 24'-S' Ld 1.118 05 4 3.3 36'-7" Ld 1.264 1.832 32'-LY Ld 1.095 29'-1' Ld 0.995 0.727 26'-W Ld Mew 05 15x22 LVL 350 1 14.7 24'-6' Lb 3.287 1.089 22'-4" Ld 2.99 21'-3" Ld 2.716 0508 20'-2" Ld 2706 OS 2 7.3 32'-1' Ld 2168 1.607 23'-0' Ld 1.894 . 25'-6" Ld 1.721 0.638 24'-0" Ld 1.019 0.5 3 4.9 36'-8" Ld 1.664 1.835 32'-0" Ld IA54 1.068 29'-1' Ld 1.321 0.728 26'-6' Ld 1.203 OS 4 1 3.7 40'-3" Ld 1.382 2013 35'-2" Ld 1207 1.173 '-11" Ld 1.097 0.799 28'-6" Ld 0.975 05 1.5x 24 LVL 350 1 16 28'-8' Lb 3.677 1.174 24'-4- Ld 3263 0.813 '-1' Ld 2965 OS54 21'-7' Ld 2.89 05 2 8 35'-0' Ld 2368 1.752 30'-7' Ld 2.069 1.021 27 9" Ld 1.88 0.695 25'-7" Ld IIJ31 05 3 53 39'-1P' Ld 4.819 2 34'-11" Ld 1.589 1.165 31'- - Ld 1.443 0.794 28'-3" Ld 1.286 0.5 4 4 43'-10' Ld 1.51 2.194 38'-4" Ld 132 1.278 34'- Ld 1.199 0,871 1 30'-3' Ld 1.044 0.5 DNtEAM #10 CEILING BEAM SECTION 22/pp.23 PF� APPROVE® DATE 9/21/22 1st floor window headers PFS CORPORATION Bloomsburg, PA NOTES- 1.LOADSAREUNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. S.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORMA DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM UMrrED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD QUANTffY d/b SPAN BY LENGTH m in SPAN BY LENGTH m) m SPAN BY LENGTH m (in) SPAN BY LENGTH(in) in 1 2.3 1'-11" Lv 1.082 0.029 1'-11" Lv 1.062 0.029 1'-11" Lv 1.062 OA29 1'-11" LV 1.062 0.029 2 1.2 2'-9" Lb 0.76 0.081 2'-9" Lb 0.76 0.061 2'-9' Lb 0.76 0.061 2'-9" Lb 0.76 0.061 3'-4" Lb 0.621 0.092 Em N&R040 3'-3- Ld 0.603 0.082 3'-4" Lb 0.621 0.092 4 0.6 3'-10" Lb 0.538 0.123 3'-10" Lb 0.538 0.123 3'-7" Ld 0.498 0.091 3'-10" Lb 0.538 0.123 2X4SYP#2 700 1 2.3 1'-9" Lb 0.74 0.022 1'-9• Lb 0.74 0.022 1'-9' Lb 0.74 0.022 1'-9' Lb 0.74 0.022 2 1.2 2'-6" Lb 0.523 0.043 2'-6" Lb 0.523 M043 2'-6' Lb 1 0.523 0.043 2-6- Lb 1 0.523 0.043 3 0.8 3'-1" Lb 0.428 0.065 3'-1" Lb 0.428 0.065 3'-Y Lb 0.428 0.065 3'-1' Lb 0.42B 0.065 4 0.6 3'-6" Lb 0.37 0.086 3'-6" Lb 037 0.086 3'-6' LD 0.37 1 0.086 3'-6" Lb 0.37 0,086 2x4HEM-FIR#2 700 1 2.3 1'-11" Lb 1.111 0.031 1'-11" Lb 1.111 0.031 1'-11" Lb 1.111 0.031 1'-11" Lb 1.111 0.031 2 1.2 2'-8' Lb 0.786 0.062 2'-8" Lb 0.786 0.062 2'-8" Lb 0.786 0.062 2'-8' Lb 0.786 0.062 3 0.8 3'-4" Lb 0.642 0.094 3'-4" Lb 0.642 0.094 3'-2' Ld 0.618 0.08 3'-4- Lb 0.642 0.094 4 0.6 3'-Ur Lb 0.556 0.125 3'-10" Lb OL56 0.125 3'-6" Ld 0.51 0.088 3'-10, Lb 0.556 0.125 2 x 4 SP SELECT STR. 700 1 2.3 2'-3' Lv 0264 0.048 2'-3" Lv 0.964 0.048 2'-3' Lv 0.964 0.048 2'-3" Lv 0.964 0.048 2 1.2 3'-11" Ld 0.815 0.197 3'-5' Ld 0.712 0.115 3'-1" Ld 0.646 0.078 4'-0" Lv 0.843 0.226 3 0.8 4'-6' Ld 0.622 0.226 3'-11" Ld 0543 0.131 3'-6' Ld 0.494 0.089 5'-6" Ld 0.759 05 4 0.6 4'-11" Ld 0.513 0.248 4'-4- Ld OA49 0.145 3'-11" Ld 0.408 0.098 5'-10' Ld 0.612 0.5 1.5x3.5 LVL 700 1 2.3 2'-11' Lb 0.782 0.111 2'-9' Ld 0.751 U094 2'-6' Ld 0.682 0.064 2'-11" Lb 0.782 0.111 2 1.2 4'-0" Ld 0.542 0.204 3'-6- Ld 0.473 0.119 3'-2' Ld 0.43 0.081 4'-1' Lb 0.553 0.222 3 0.8 4'-Sr Ld 0.414 0.234 4'-0' Ld 0.361 0.136 3'-8' Ld 0.328 0.093 5'-1" Lb 0.452 0.332 4 0.6 5'-1' Ld 0.342 0.257 4'-5" Ld 0.298 0.15 4'-Cr Ld 0271 0.102 5'-10" Lb 0.391 0.442 2x6SPF#2 700 1 3.7 2'-10" Lb 1.572 0.036 2'-10" Lb 1.572 0.036 2'-19' Lb 1.572 0.036 2'-1W Lb 1.572 0.036 2 is 4'-0' Lb 1 1.112 0.072 4'-0" Lb 1.112 0.072 4'-0" Lb 1.112 0.072 4'-0" Lb 1.112 0.072 3 1.2 4'-11" Lb 0.909 0.109 4'-11" Lb 0.909 0.109 4'-11" Lb 0.909 0.109 4'-11" Lb 0.909 0.109 4 0.9 5'-6" Lb 0.787 0.145 5'-W Lb 0.787 0.145 5'-8' Ld 0.784 0.142 5'-8" Lb 0.787 0.145 2x6SYP#2 700 1 3.7 2'-8" Lb 1.109 0.028 2'-W Lb 1.109 0.028 2'-8' Lb 1.109 0.028 2'-8" Lb 1.109 0.028 2 1.8 3'-9' Lb 0.785 0.056 3'-9' Lb 1 0.785 0.056 3'-9' Lb 0.785 0.056 3'-9" Lb 0.785 0.056 3 1.2 4'-7" Lb 0.641 0.084 4'-7" Lb 0.641 0.084 k4'-10' Lb 0.641 0.084 4'-7" Lb M641 0.084 4 0.9 5'-4" Lb 0.555 0.112 5'-4• Lb 0.555 0.112 Lb 0.555 0.112 5'-4" Lb 0.555 0.112 2x6HEM-FIR#2 700 1 3.7 2'-9' Lb 1.626 0.037 2'-9' Lb 1.626 0.037 Lb 1.626 0.037 2'-9" Lb 1.626 0.037 2 1.8 3'-11" Lb 1.15 0.074 3'-11' Lb 1.15 0.074 Lb 1.15 0.074 3'-11" Lb 1.15 0.074 3 1.2 4'-10' Lb 0.94 0.11 4'-10" Lb 0.94 0.11 Lb 0.94 0.11 4'-10" Lb 0.94 0.11 4 0.9 5'-7" Lb 0.814 0.147 5'-7' Lb 0.814 0.147 Ld 0.802 0A39 5'-7" Lb 0.814 0.147 2 x 6 SP SELECT STR. 700 1 3.7 3'-7" W 1.515 0.076 3'-T' LV 1.515 0.076 Lv 1.515 0.076 3'-7' Lv 1.515 0.076 2 1.8 6'-2' Ld 1.28 0.31 5'-4" Ld 1.119 0.18 4-10 Ld 1.016 0.123 6'-3" Lb 1296 0.325 3 1.2 7'-1" Ld 0278 0.354 6'-2" Ld 0.854 0.208 5'-7' Ld 0.776 0.141 7'-8" Lb 1.059 0.487 4 0.9 7'-9' Ld 0.807 0.39 6'-9" Ld 0.705 0227 6'-T Ld 0.641 0.155 8'-3' Ld 0.859 0.5 1.5x5.5 LVL 700 1 3.7 4'-6" Lb 1211 0A64 4'-5" Ld 1.18 0.148 4'-0" Ld 1.072 0.101 4'-6' Lb 1.211 0.164 2 1.8 6'-4" Ld O,852 0.321 5'-7" Ld 0.744 0.187 5'-1" Ld 0.676 0.127 6'-5' Lb 0.857 0.328 3 1.2 7'-4" Ld 0.651 0.367 6'-4" Ld 0.568 0.214 5'-9" Ld 0.516 0.146 7'-10" Lb 0.7 0.492 4 0.9 8'-0' Ld 0.537 0.404 7'-0" Ld 0.469 0235 6'-4" Ld 0.427 0.16 8'-6" Ld 0.567 0.5 uwL�u,1 SECTION 22/pp.42 95F-- APPROVED DATE 9/21/22 PFS CORPORATION 1st floor window and door headers Bloomsburg, PA NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.06 REPETITPIE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANSARE LIMITED BYTHE MAXIMUM SPAN DUETO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. B.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 1/2'MAX DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMrrED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(p QUANTITY d/b SPAN BY LENGTH(in) (in) SPAN BY LENGTH ft m SPAN BY I LENGTH in m SPAN BY LENGTH(in) (n 1 4.8 3'-7" Lb 1.991 0.041 W' 7' Lb 1.991 0.041 3'-7' Lb 1.991 0.041 3'-7' Lb 1.991 0.041 2 2.4 5'-1" Lb 1.409 0.081 5'-1' Lb 1.409 0.081 5'-1" Lb 1.409 0.081 5'-1" Lb 1.409 0.081 6'-3" Lb 1.151 0.122 8'-3' Lb 1.151 0.122 6'-3' Lb 1.151 0-122 4 1.2 7'-2' Lb 0.998 0.162 7'-7' Lb 0.998 0.162 7'-2' Lb 0.998 0.162 7'-2" Lb 0.998 0.162 2x6SYP#2 700 1 4.8 3'-4" Lb 1.406 0.032 3'-4' Lb 1.406 0.032 3'-4" Lb 1.406 0.032 3'-4" Lb 1.408 0.032 2 24 4'-9" Lb 0.995 0.063 4-'-a" Lb 0.995 0.063 4'-9' Lb D.995 0.063 4'-9" Lb 0.995 0.063 3 1.6 5'-10" Lb 0.813 0.095 5'-10' Lb O213 0.095 5'-10' Lb 0.813 0.095 5'-10' Lb 0.813 0.095 4 1.2 6'-9" Lb 0.705 0.126 6'-9" Lb 0.705 0.125 6'-9" Lb 0.705 0.126 6'-9" Lb 0.705 0.126 2x8HEM-FIR#2 700 1 4.8 3'-6" Lb 206 0.041 3'-6' Lb 2.06 0.041 K4'- Lb 2.08 0.041 3'-6" Lb 2.06 0.041 2 2A 5'-0" Lb 1AS7 0.083 5'-0' Lb 1.457 0.083 Lb 1.457 0.083 5'-0' Lb 1.457 0.083 3 1.6 6'-2" Lb 1.191 0.124 6'-2" Lb 1A91 0.124 Lb 1.191 0.124 6'-2" Lb 1.191 0.124 4 1.2 7'-1' Lb 1.032 0.165 7'-1' Lb 1.032 0.165 Lb 1.032 0.165 7'-1' Lb 1.032 0.165 2x 8 SP SELECT STR. 700 1 4.8 4'-9" Lv 1.997 0.1 4'-9" Lv 1.997 0.1 Lv 1.997 0.1 4'-9" Lv 1.997 0.1 2 2.4 7'-7' Lb 1582 0.314 7'-1' Ld 1.475 0.238 Ld 1.34 0-162 7'-7' Lb 1.582 0.314 3 1.6 9'-4' Ld 1289 0.467 8'-1' Ld 1.126 0.272 Ld 1.023 0.185 9'-4" Lb 1.292 0.471 4 12 10'-3' Ld 1.065 0.514 8'-11" Ld 0.93 0.299 8 -1 Ld 0.845 0204 10'-2" Ld 1.068 0.5 "i-" 1 4.8 5'-11" Lb 1.582 0.209 5'-10" Ld 1.556 Q195 5'-3' Ld 1.414 0.133 5'-11" Lb 1.5ffi 0.209 - - -_t 2 2A 8'-5" Lb 1.12 0.417 7'-4" Ld 0.981 0.246 6'-8" Ld 0.892 0.168 8'-5' Lb 1.12 0.417 - - 9'-W Ld 0.858 0.483p'- 7'-8' Ld 0.681 0.192 9'-8' Ld 0.865 0.5 4 1.2 10'-7' Ld 0.709 0.532 Ld 0.619 0.31 8'-5' Ld 0.563 0.211 10'-5" Ld 0.698 OS 2X10SPF#2 700 1 6.2 4'-5" Lb 2433 0044 Lb 2.433 0.044 4'-5' Lb Z433 0.044 4'-5" Lb 2433 0.044 2 3.1 6'-3" Lb 1.722 0.087 Lb 1.722 0.087 6'-3' Lb 1.722 0.087 6'-3" Lb 1.722 0.087 3 2.1 7'-7' Lb 1.407 0.131 Lb 1.407 0.131 7'-7" Lb 1.407 0.131 7'-7' Lb 1.407 0.131 4 1.5 8'-9" Lb 1.219 0.174 Lb 1.219 0.174 8'-9" Lb 1.219 0.174 8'-9" Lb 1.219 0.174 2x 10 SYP#2 700 1 6.2 4'-0" Lb 1.669 0.63 Lb 1.669 0.03 4'-0" Lb 1.669 0.03 4'-D" Lb 1.669 0.03 2 3.1 5'-8" Lb 1.181 0.06 5'-8" Lb 1.181 0.06 5'-8" Lb 1.181 0.06 5'-8- Lb 1.181 0.06 3 2.1 6'-11' Lb 0.965 0.09 6'-11" Lb 0.965 0.09 6'-11' Lb 0.965 0.09 6'-11' Lb 0.965 0.09 4 1.5 8'-0" Lb 0.837 0.12 e'-0" Lb 0.837 0.12 8'-0" Lb 0.837 0.12 8'-O" Lb 0.937 0.12 2x10HEM-FIR#2 700 1 6.2 4'-4" Lb 2.516 0.044 4'-4" Lb 2.516 0.044 4'-4" Lb 2.516 0.044 4'-4" Lb 2516 0.044 2 3.1 6'-1" Lb 1.781 0.089 6'-1" Lb 1.781 0.089 6--1- Lb 1.781 0.089 6'-1" Lb 1.781 0.089 3 2.1 7'-6" Lb 1.455 0.133 7'-6" Lb 1.455 0.133 7'-6" Lb 1.455 0.133 7'-6" Lb 1.455 0.133 4 1.5 8'-8' Lb 1261 0.177 8'-8' Lb 1261 0.177 8'-8" Lb 1.261 0.177 8'-8" Lb 1.261 0.177 2 x 10 SP SELECT STR. 700 1 6.2 6'-1' Lv 2.548 0.128 6'-1' Lv 2.548 0.128 6'-1' Lv 2.548 0.128 6'-1" Lv 2548 0.128 2 1 3.1 8'-8' Lb 1.805 0.256 8'-8" Lb 1.805 0.256 8'-3" Ld 1.71 0207 8'-8' Lb 1.805 0.256 3 2.1 10'-8" Lb 1A75 0.384 10'-4' Ld 1.438 0.347 9'-5' Ld 1.306 0.236 10'-8' Lb 1.475 0.384 4 1.5 12'-3" Lb 1.278 0.511 11`5" Ld 1.188 0382 10'-4" Ld 1.079 026 12'-7' Ld 1.271 0.5 1 62 7'-6' Lb 2.003 0.258 7'-5" Ld 1986 0.249 8'-9" Ld 1.805 0.17 7'-6" Lb 2003 0258 2 3.1 10'-7- Lb 1.418 0.515 9'-4- Ld 113 0.314 8'-6' Ld 1.138 0214 10'-6" Ld 1.407 0.5 12'-3' Ld 1.096 0.618 - 9'-9" Ld 0.97 0245 118i Ld 1.04 OS 4 1.5 1 13'-6" 1 Ld 0.906 0.678 11'-10- Ld 0.791 0.395 10'-9" Ld 1 0.719 0,269 12'-6" Ld 0.839 OS UNEEAM SECTION 22/pp.43 APPROVED 2nd floor door and window headers DATE 9/21/22 PFS CORPORATION Bloomsburg, PA NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. L DURATION FACTOR(Cd)=1.08.REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE UMITED BY THE MAXIMUM SPAN DUETO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORMA DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.LID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON If 480 DEFLECTION BASED ON 1/2'MAX.DEFLECTION MAXIMUM LNATTED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LWQTED BEARING DEFLECTION MEMBER LOADT QUANTITY d/b SPAN BY LENGTH(in) (In) SPAN BY LENGTH m in SPAN BY LENGTH in m SPAN BY LENGTH in (n 2x4SPF#2 200 1 2.3 3'-7' Lb 0.575 0.107 3'-7" Lb 0.575 0.107 3'-5r Ld 0.545 0.087 3'-7" Lb 0.575 0.107 2 1.2 5'-1" Lb 0.407 0.214 4'-9" Ld 0.378 0.16 4'-4' Ld 0.344 0.109 5'-1' Lb 0.407 0.214 3 0.8 6'-3" Ld 0.331 0.314 5'-5" Ld 0.289 0.183 4'-11' Ld 0.253 0.125 6'-3" Lb 0.333 0.321 4 0.6 e'-10" Ld 0.273 0.346 6'-D" Ld 0.239 0.201 5'-S Ld 0.217 0.137 7'-3' Lb 0.288 0,427 2x4SYP#2 200 1 2.3 3'-4" Lb 0.396 0.075 3'-4- Lb 0.396 0.075 3'-4" Lb 0.396 0.075 3'-4- Lb 0.396 0.075 2 1.2 4'-8" Lb 0.28 0.161 4'-8" Lb 028 0.151 4'-4" Ld 0259 0.109 4'-8' Lb 0.28 0.151 3 0.8 50-9' Lb 0.229 0.225 5'-5' Ld 0.218 0.183 4'-11' Ld 0.198 0.125 5'-9" Lb 0.229 0.225 4 0.6 6'-8" Lb 0.199 0.3 6'-0" Ld 0A8 0.201 5'-5' Ld 0.163 0.137 6'-8' Lb 0.199 0.3 2x4HEM-FIR 02 200 1 2.3 3'-7" Lb 0.595 0.109 .3.-1 Lb 0.595 0.109 3'-4" Ld 0.558 0.085 3'-7' Lb 0.595 0.109 2 1.2 5'-1' Lb OA21 0.218 4'-8" Ld 0.387 0.156 4'-7 Ld 0.352 D.106 5'-l' Lb OA21 0218 3 0.8 6'-1" Ld 0.339 0.307 5'-4" Ld 0.296 0.179 4'-10' Ld 0.269 0.122 6'-2" Lb 0.344 0.326 4 0.6 6'-8" Ld 0.28 0.337 5'-10" Ld 0245 0.196 5'-4' Ld 0.222 1 0.134 7'-2' Lb 6298 0.434 2 x 4 SP SELECT STR. 200 1 2.3 4'-8' Ld 0S61 0.237 4'-l' Ld OA9 0.138 3'-9' Ld 0.445 0.094 5'-8" Ld 0.676 OS 2 1.2 5'-11" Ld 0.354 0.299 5'-2' Ld 0.309 0.174 4'-8' Ld 0.281 0.119 6'-9" Ld 0.403 OS 3 0.8 6'-10' Ld 0.27 0.342 58-11' Ld 0236 0.199 5'-5" Ld 0.215 M01275'- -6" Ld 0.297 0.5 4 0.6 7'-6" Ld 0223 0.376 6'-6" Ld 0.195 0.219 5'-11" Ld 0.177 -O" Ld 0.24 0.5 15x3.5 LVL 200 1 2.3 4'-10" Ld 0.373 0.246 4'-3" Ld 0.326 0.143 3'-10' Ld 0.296 -6' Lb 0.418 0.387 2 1.2 6'-2- Ld 0.236 0.309 5'-4" Ld 0.206 0.18 4'-10' Ld 0.187 11" Ld 0.266 0.5 3 0.8 7'-0" Ld 0.18 0.354 6'-2' Ld 0.157 .0.206 5'-7' Ld 0.143 8" Ld 0.196 0.5 4 0.6 7'-9" Ld 0.149 0.389 6'-9' Ld 0.13 0.227 6'-2' Ld 0.118 -3' Ld 0A59 0.5 1 3.7 6'-4" Lb 0.841 0.127 5'-4" Lb 0.841 0.127 6'-4" Lb 0.841 -4" Lb 0.841 0.127 2 1.8 7'-6" Lb 0.596 0253 7'-6' Ld 0595 0.251 6'-10' Ld 0.541 . -6" Lb 0.596 0253 _ - � 8'-7- Ld 0.455 D287 7'-9" Ld 0.414 0.196 9'-2" Lb Q487 0.378 4 0.9 10'-7" Lb 0.423 0.502 9'-5' Ld 0277 0.316 8'-7" Ld 0.342 0215 10'-7' Ld 0.422 0.5 2x6SYP#2 200 1 3.7 5'-0" Lb 0.694 0.098 5'-0" Lb 0.694 0.098 5'-0' Lb 0.594 0.098 5'-0" Lb 0.594 0.098 2 1.8 7'-0' Lb 1 0.421 0.195 7'-0" Lb 0.421 0.195 6'-10" Ld 0.407 0.171 7'-0' Lb 0.421 0.195 3 1.2 8'-7" Lb 0.344 0.291 8'-7" Ld 0.343 0.287 7'-9" Ld 0.311 0.196 8'-7' Lb (1344 0291 4 0.9 9'-11" Lb 0298 0.387 9'-5" Ld 0.284 0.316 8'-T' Ld 0.258 0.215 9'-11" Lb 0.298 0.387 2x6HEM-FIR#2 200 1 3.7 5'-3" Lb 0.87 0.129 5'-3- Lb 0.87 D129 5'-3' Lb 0.87 0.129 5'-3" Lb 0.87 0.129 2 1.8 7'-5" Lb 0.618 0.257 7'-4' Ld 0.609 0.245 6'-8' Ld 0.554 0.167 7'-5" Lb 0.616 0.257 3 1.2 9'-1" Lb 0.504 0.3B4 6'-4" Ld OA66 0.28 7'-7" Ld 0.423 0.191 9'-1- Lb 0.504 0.384 4 1 0.9 10'-51 Lb 0.437 0.51 9'-2' Ld 0.385 0.30E 8'-4" Ld 0.35 021 10'-5" Ld 0.435 0.5 2 x 6 SP SELECT STR. 200 1 3.7 7'-5" Ld 0.882 0.373 6'-6" Ld 0.771 0217 5'-11" Ld 0.7 0.148 8'-0" Ld 0.95 0.5 2 1.8 9'-4" Ld 0.557 0.469 8'-2' Ld 0.487 D273 7'-5" Ld 0.442 0.186 9'-6" Ld D.566 0.5 3 1.2 10'-8" Ld 0.426 0.537 9'-4- Ld 0.372 0.313 8'-6' Ld 0.338 0213 10'-6" Ld OA18 OS 4 0.9 11'-9" Ld D352 0.59 10'-3" Ld 0.308 0.344 9'-4" Ld 0.279 0234 11'-3" Ld 0.338 0.5 1.5 x5.5 LVL 200 1 3.7 70-8" Ld 0.587 0.386 6'-8" Ld 0.513 0225 6'-1" Ld OA66 0.153 8'-2' Ld 0.626 0.5 2 1.8 9'-8" Ld 0.371 0.486 8'-5" Ld 0.324 0.283 7'-8" Ld 0.294 0.193 9'-9' Ld 0.374 0.5 3 1.2 11'-1" Ld 0.284 0.555 9'-8" Ld 0.248 0.323 8'-9' Ld 0.225 022 10'-9' Ld 0.276 0.5 4 0.9 12'-2" Ld 0.235 0.611 10'-8" Ld 0205 0.356 9'-8' Ld 0.196 Q242 11'-7' Ld 0.223 0.5 UNBEAM SECTION 22/pp.12 95F---- . APPROVED 2nd floor window headers DATE 9/21/22 PFS CORPORATION Bloomsburg, PA NOTES, 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. L DURATION FACTOR(Cd)=1.0 6 REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2 SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORMA DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON I/240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 1/48D DEFLECTION BASED ON 12'MAX.DEFLECTION MAXIMUM I LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD( QUANTITY d/b SPAN BY LENGTH m (m) SPAN BY LENGTH m) m SPAN BY LENGTH m (n SPAN BY LENGTH m) m 1 4.8 6'-9" Lb 1.066 0.142 6'-9' Lb 1.066 0.142 6'-9' Lb 1.066 0.142 6'-9" Lb 1.066 0.142 2 2A 9'-6' Lb 0.755 Q283 9'-6" Lb 0.755 0.283 9'-0" Ld 0.714 0226 9'-6" Lb 0.755 02B3 - ll'-4" Ld 0.601 0.378 10'-3' Ld 0.546 0.258 11'-8" Lb Q618 0.423 4 1.2 13'-5' Lb 0.536 0.561 12'-5' Ld 0.498 0.416 ll'-4" Ld 0.452 0.283 13'-0' Ld 0.521 0.5 2X8SYP022 200 1 4.8 6'-4" Lb 0.753 0.11 6'-4' Lb 0.753 0.11 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 2 2A 8'-11" Lb 0.534 0,219 8'-11' Lb 0.534 0.219 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0219 3 1.6 10'-11' Lb 0.437 0,327 10'-11' Lb 0.437 0.327 10'-3" Ld 0.412 0.258 10'-11' Lb 0.437 0.327 4 1.2 12'-7" Lb 0.379 0.434 12'-5" Ld 0.375 0.415 ll'-3" Ld 0.341 0.283 12'-7" Lb 0.379 OA34 2x8HEM-FIRi2 200 1 4.8 6'-8" Lb 1.103 0.144 6'-8" Lb 1 1.103 0.144 6'-8" Lb f 1.103 0.144 6'-8" 1 Lb 1.103 0.144 2 24 9'-4' Lb 0.781 0.288 9'-4" Lb 0.781 0.288 8'-9" Ld 0.731 022 1'-4- Lb 0.781 0288 3 1.6 11'-6' Lb 0.639 0.43 11`(r Ld 0.615 0.389 10'-0' Ld 0.559 0.252 ill-a, Lb 0.639 0.43 4 1.2 13'-3" Lb 0.955 0.571 12'-2" Ld 0509 0.406 11'-0" Ld 0.463 0.277 12'-9' Ld 0.537 0.5 2 x 8 SP SELECT STR. 200 1 4.8 9'-9" Ld 1.164 0.491 8'-7" Ld 1.017 0.286 7'-9" Ld 0.924 0.195 9'-10, Ld 1.169 0.5 2 2A 12'-4" Ld 0.735 0.618 10'-9" Ld 0.642 0.36 9'-9' Ld 0.583 0245 11 8" Ld 0.697 0.5 3 1.6 14'-1" Ld 0.662 0.707 12'-4" Ld 0.491 0.412 ll'-2' Ld 0.446 0281 12'-11" Ld 0.516 0.5 4 1.2 15'-6' Ld 0.465 0.777 13'-6' Ld 0.406 0.453 12'-4" Ld 0,369 0.308 13'-11" Ld 0.417 0.5 1.5x 7.25 LVL 200 1 4.8 10'-2" Ld 0.775 0.509 8'-10" Ld 0.677 0.296 8'-0' Ld 0.615 0.202 10'-l' Ld 0.771 OS 2 2A 12'-9" Ld 0.49 0.64 11'-2" Ld DA28 0.373 10'-1" Ld 0.389 0.254 12'-0" Ld 0.46 0.5 3 1.6 14'-7' Ld 0375 0.731 12'-9" Ld 0328 0.426 11'-T Ld 0.298 029 13'-7 Ld 0.341 0.5 4 12 16'-0" Ld 0.311 0.803 14'-0" Ld 0.271 0.468 12'-9' Ld 0.246 0.319 14'-3" Ld 0.276 0.5 2xlBSPF#2 200 1 6.2 8'-3' Lb I2M 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 8'-3" Lb 1.303 0.152 2 3.1 ll'-7" Lb 0.924 0.303 ll'-7" Lb 0.924 0.303 11'-6" Ld 0.912 0.288 11'-7" Lb 0.924 0.303 3 2.1 14'-2' Lb 0.756 0.452 14'-2' Lb 0.756 0.452 13'-l' Ld 0.698 0.329 14'-2' Lb 0.756 0.452 4 1.5 16'-4" Lb 0.657 0.599 15'-10" Ld 0.637 0.53 14'-5' Ld 0,579 0.361 15'-8 Ld 0.628 0.5 2x10SYP92 200 1 62 7'-6" Lb OA94 0.105 7'-6" Lb 0.894 0.105 7'-6' Lb 0.894 0.105 7'-6" Lb 0.894 0.105 2 3.1 10'-7- Lb 0.634 0.209 10'-7' Lb 0.634 0.209 10'-7' Lb 0.634 0.209 10'-7' Lb 0.634 0209 3 2.1 12'-11" Lb OZ19 0.311 12'-11" Lb 0.519 0.311 12,-11" Lb 0.519 0.311 12'-11" Lb 0.519 0.311 4 1.5 14'-10' Lb OA51 0.412 14'-10" Lb 0.451 0.412 14'-5" Ld 0.436 0.361 14'-10' Lb 0.451 0.412 2x 10 HEM-FIR#2 200 1 6.2 8'-1" Lb 1348 0.165 8'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 2 3.1 11'-5" Lb 0.956 0.308 11'-5' Lb 0.956 0.308 ll'-2' Ld 0.934 0.2M 11'-6" Lb 0.956 0.308 3 2.1 14'-0" Lb 0.782 0.459 14'-0" Lb 0.782 0.459 12'-9' Ld 0.715 0.321 14'-0' Lb 0.782 0.459 4 1.5 16'-l' Lb 0.679 0.609 IS'-B" Ld 0.652 Q517 14'-1" Ld 0.592 0.352 15'-4" Ld 0.647 0.5 2 x 10 SP SELECT STR. 200 1 6.2 11'-6' Lb 1366 0.447 10'-11" Ld 1.298 0.365 9'-11" Ld 1.179 0,249 l l'-6" Lb 1.366 0.447 2 3A 15'-9" Ld M939 0.788 13'-9" Ld 0.82 0.459 12'-6" Ld 0.745 0.313 14'-0' Ld 0.838 0.5 3 21 18'-0' Ld 0.719 0.901 15'-8 Ld 0.628 0.525 14'-3" Ld 0.571 0.358 15'-6" Ld 0.62 0.5 4 1.5 19'-9' Ld OB95 0.99 17'-3' Ld 052 0.577 15'-8" Ld 0.472 0.393 16,-8' Ld 0.502 0.5 1.5 x 9.25 LVL 200 1 6.2 12'-11' Ld 0.989 0.649 11'-4" Ld 0.864 0.378 10'-3" Ld 0.785 0.257 12 1" Ld 0.927 0.5 2 3.1 16'-3' Ld 0.626 0.816 14'-3" Ld 0.547 0.475 12'-11- Ld 0.497 0.324 14'-5' Ld 0.554 0.5 3 2.1 18'-7' Ld 0.48 4932 16'-3" Ltl 0,419 0.543 14'-9' Ld 0.381 0.37 Is'11" Ld 0.411 0.5 4 1.5 20'-5' Ld 0.398 1.023 17'-10" Ld 0.347 Q596 16'-2' Ld 0.316 0.406 17'-1" Ld 0.332 0.5 UNIEAM SECTION 22/pp.13 APPROVED rPFSCORPORATIOIN 9/21/22 ' 2nd floor window headers with point load burg, PA NOTES, 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURERI CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. S.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 12"MAX.DEFLECTION MAXIMUM LIMLED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD( QUANTITY d 1 b SPAN I BY I LENGTH(in) (m) SPAN I BY I LENGTH m) m SPAN I BY LENGTH() (n) SPAN BY I LENGTH in m _ - ---"--- - -�_-- - - 1 2.3 2'-T Lb 0.812 0.054 2'-7" Lb 0.812 0.054 2'-7" Lb 0.812 0.054 2'-7- Lb 0.812 0.054 - 2 1.2 3'-7" Lb 0.875 OAD7 r2'- Lb 0.676 0.107 3'-S Ld 0.546 0.087 3'-7' Lb 0.575 0.107 , _ _ Ld 0.468 0,146 3'-11" Ld 0.416 0.099 4'-S' Lb 0.47 0.161 4 0.6 5'-1" Lb s 0.407 0.214 Ld 0.378 0.16 4'-4" Ld 0.344 0.109 1..1. Lb 0.407 0.214 2x4SYPt2 400 1 2.3 2'-4" Lb 0.56 0.03E Lb 0.56 0ZW 2'-4' Lb 0.56 0,038 2'-4" Lb 0.56 0.038 2 1.2 3'-4" Lb 0.396 0.076 Lb 0.396 0.075 3'-4' Lb 0.396 0.075 3'-4- Lb 0.396 0.075 3 0.8 4'-l' Lb 0.323 0.113 Lb 0.323 0.113 3'-11" Ld 0.313 0.099 4'-1" Lb 0.323 0.113 4 0.6 4'-8" Lb 0.28 0.161 Lb 028 0.151 4'-4" Ld 0.259 0.109 4'-8" Lb 0.28 0.151 2x4HEM-FIR#2 400 1 2.3 2'-6" Lb 0.84 0.055 " Lb 0.84 0.055 2'-6' Lb 0.84 0.055 2'-6' Lb 0.84 0.0552 1.2 3'-7' Lb 0.594 0.109 Lb 0.594 0.109 3'-4" Ld 0.558 0.085 3'-7' Lb 0.594 0.109 3 0.8 4'-4- Lb 0.486 0.164 Ld 0.469 0.142 3'-10" Ltl 0.426 0.097 4'-4' Lb 0.486 0.164 4 0.8 5'-1' Lb 0.421 0.218 ' Ld 0.387 0.166 4'-3` Ld 0.352 D.106 5'-1" Lb 0.421 0.218 2x4SPSELECTSTR. 400 1 2.3 3'-7' Lv 0.86 0.164 " Ld 0.778 0.11 2'-11" Ld 0.707 0.075 3'-7" Lv 0.86 0.164 2 1.2 4'-8" Ld 0.561 0.237 " Ld 0,49 0.139 3'-9' Ld 0.445 0.094 5'-8' Ld 0.676 0.5 3 0.8 5'-5' Ld 0.428 Q272 " Ld 0.374 0.158 4'-3' Ld 0.34 0.108 6'-3" Ld 0.499 0.5 4 0.6 5'-11' 1 Ld 0.364 0.299 5'-2" Ld 0,309 0.174 4'-8' Ld 0.281 0.119 6'-9" Ld 0.403 0.5 1.5 x3.5 LVL 400 1 2.3 3'-10" Lb 0.591 0.194 3'-4" Ld 0.517 0.114 3'-1" Ld 0.47 0.077 3'-10' Lb 0.591 0.194 2 12 4'-10" Ld 0.373 0.246 4'-3' Ld 0226 0.143 3'-10" Ld 0.296 0.098 5'-5" Lb EL418 0.387 3 068 5'-7` Ld 0.285 0.281 4'-10" Ld 0249 0.164 4'-5` Ld 0226 0.112 6'-5" Ld 0.329 0.5 4 0.8 6'-2" Ld 0.236 0.309 5'-4' Ld 0.2D6 0.18 4'-10' Ld 0.187 0.123 6'-11' Ld 0.286 0.5 2 x 6 SPF#2 400 1 3.7 3'-9' Lb 1.189 0.063 3'-9' Lb 1.189 DING 3'-9" Lb 1.189 0.063 3'-9" Lb 1.189 0.063 2 1.8 5'-4" Lb 0.841 0.127 5'-4" Lb 0.841 0.127 5'-4" Lb 0.841 0.127 5'-4' Lb 0.841 0.127 3 1.2 6'-6" Lb 0.687 0.19 6'-6' Lb 0.687 0.19 6'-2" Ld 0.654 0.156 6'-6" Lb Q687 0.19 4 0.9 7'-6" Lb 0.596 0.253 7'-6" Ld 0.595 0.251 6'-10" Ld 0.541 0.171 7'-6" Lb 0.596 0.253 2 x 6 SYP#2 400 1 3.7 3'-6" Lb 0.839 0.049 3'-6- Lb 0.839 0.049 3'-6" Lb 0.839 0.049 3'-6" Lb 0.839 0.1349 2 1.8 5'-0" Lb 0.594 0.098 5'-0" Lb 0.594 0.098 5'-0" Lb 0.594 0.098 5'-0" Lb 0.594 0.098 3 1.2 6'-1' Lb 0.485 0.146 8'-1" Lb 0.485 0.148 6'-1' Lb 0.485 0.146 6'-1" Lb 0.485 0.146 4 0.9 7'-0" Lb 0.421 0.195 7'-W Lb 0.421 0.195 6'-10" Ld 0.407 0.171 7'-0" Lb 0.421 0.195 2x6 HEM-FIR#2 400 1 3.7 3'-8" Lb 1.23 0.064 3'-8' Lb 123 0.064 3'-8" Lb 1.23 0.064 3-8` Lb 1.23 0.084 2 1.8 5'-3" Lb 0.87 0.129 5'-3' Lb 0.87 0.129 5'-3' Lb 0.87 0.129 5'-3" Lb 0.87 0.129 3 1.2 6'-5" Lb 0.711 0.193 6'-5" Lb 1 0.711 0.193 6'-0" Ld 1 0.67 0.152 6'-5' Lb 0.711 0.193 4 0.9 7'-5" Lb 0.616 0.257 7'-4' Ld 1 0.609 0.245 6'-8' Ld 0.554 0.167 7'-5" Lb 0.616 0.257 2 x 6 SP SELECT STR. 400 1 3.7 5'-8" Lv 1.352 0.258 5'-2" Ld 1.223 0.172 4'-8" Ld 1,111 0.118 5'-8" Lv 1.352 0.258 2 1,8 7'-5" Ld 0.882 0.373 6'-6" Ld 0.771 0.217 5-11" Ld 0.7 0.148 8'-0" Ld 0.95 0.5 3 12 B'-6" Ld 0.674 Q427 7'-5" Ld 0.689 0.248 e'-9" Ld 0.535 0.169 8'-10' Ld 0.701 0.5 4 0.9 9'-4' Ld 0.557 0.469 8'-2" Ld 0.487 0.273 7'-5' Ld 0.442 0.186 9'-6" Ld 0.566 0.5 1Sx5.5LVL 400 1 3.7 6'-W Lb 0.916 0287 5'-4" Ld 0.813 0.179 4'-10" Ld 0.739 0.122 6'-0" Lb 0.916 0.287 2 7.8 7'-11' Ld 0 5 0.3116 6'-8" Ld 0.513 0.225 6'-1' Ld 0.466 0.153 8'-2" Ld 0.626 0.5 3 1.2 8'-10` Ld 3449 0.442 7'-8' Ltl 0.392 0.257 7'-0" Ld 0.356 0.175 9'-1" Ld 0.463 0.5 4 0,9 9'-8' Ld 0.371 0.486 8'-5" Ld 0.324 Q283 7'-8' Ld 0.294 0.193 9'-0" Ld 0.374 0.5 UNBEAM SECTION 22/pp.24 S PASS Page 1 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #01 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Com osite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 24 DRY 1 1,fi L _:�y o. n,e�.y,n,. ,. d.•r;-�—•*-- „ ,,,, r—'^-�-----."--•^--...-v-'fix^—"', I ' OF Nay.'`. - p,--,: �Q` �No As O,^ >,.. 9 _ `�' (.9 , s..o U'•�'A.w '„:t„y, ^v'',J', WK Tyr' (/) )`CC 04 3- BL(A) n i' W BL(B) 3- C? 1 080526 Q� 'BS..,f`Z- A 9°FEs sI Start(ft):0 End(ft):18.042 Member Slope:0/12 Actual Length(ft):18.04 Area Ix ly BSW Lams Cfn Kcr 00 (in') (in°) (Ibf/ft) Creep Factor 108 5184 20.25 28.S 3 8 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.9S8 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 - 1 1 1 1 1 Bending Adjustment Factors CV =0.92Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 18.0417 0 18.0417 0 1.00 0.11 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(63.8%) 104.9 290.0 0 D+L 1 Bending Stress Y(psi) PASS(68.7%) 888.7,, 2842.7 9.02 D+L 1 Deflection(in) PASS(79.7%) 0.183(=L/1181) 0.902(=L/240) 9.02 D+L Bearing Stress(psi) PASS(25.4%) 559.4 750.0 0 D+L 1 70 • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE WIND- TOTAL A 3705 3848 -4780 2773 B 3705 3848 -4780 2773 Reaction Location A B • ► •• Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress -Live Load Applied PROJECT:10981 2018 International Building Code ASD r. Page 2 • sir Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 365 365 0 18.0417 Live Y Uniform(Ibf/ft) 327 327 0 18.0417 Dead Y Uniform(Ibf/ft) -443 -443 0 18.0417 Wind(-) Y Point(Ibf) 555 - 2.5417 - Live Y Point(Ibf) 498 2.5417 - Dead Y Point(Ibf) -784 2.5417 - Wind(-) Y Point(Ibf) 55S 15.5 - Live Y Point(Ibf) 498 - 15.5 Dead Y Point(Ibf) -784 - 15.5 - Wind(-) Y Self Weight(Ibf/ft) 28.5 28.5 0 18.0417 Dead Y PROJECT:10981 2018 International Building Code ASD PASS Page 3 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #02 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: I Structural Com osite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (2)1.5 X 18 DRY -70 ► . , r_—�___ — �,Y. — —. - ,yam.. —--- -� pF N , 3 f�Q'� ,ENOMAs 0 ha t �} V �• , '' ..a rd`,dA .o.d ",:.i, """'' ,Y ,rq, s°� �� L.; .;a t 1 rNa4.1 ,Y LU 3~ EL(A) BIL'(B) 3- 080526 '�•$~ ARoFEss�oNP�� Start(ft):0 End(ft):18.083 Member Slope:0/12 Actual Length(ft):18.08 Area Ix ly BSW Lams Cfn Kcr 00 (in') (in') (Ibf/ft) Creep Factor 54, 1458 .10.12 14.25 2 8 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x10' Emin(psi)A03 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 18.083 0 18.083 0 1.00 0.14 1.00 1.00 . ► ► PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(64.7%) 102.4 290.0 0 D+L 1 Bending Stress Y(psi) PASS(64.1%) 1058.9 2946.8 9.04 D+L 1 Deflection(in) PASS(66.4%) 0.203(=L/1070) 0.603(=L/360) 9.04 L Bearing Stress(psi) PASS(45.4%) 409.6 ' 750.0 0 D+L 1 1 ► • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE WIND- TOTAL A 1242 2445 -1229 2458 B 1239 2442 -1225 2456 Reaction Location A B ► ► D • ► fl •• ► Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 4 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 198 198 0 18.0417 Live Y Uniform(Ibf/ft) 62 62 0 18.0417 Dead Y Uniform(Ibf/ft) -38 -38 0 18.0417 Wind(-) Y Point(Ibf) 653 - 2.5417 - Live Y Point(Ibf) 551 - 2.5417 - Dead Y Point(Ibf) -883 - 2.5417 - Wind(-) Y Point(Ibf) 653 - 15.5 - Live Y Point(Ibf) 551 - 15.5 - Dead Y Point(Ibf) -883 - 15.5 - Wind(-) Y Self Weight(Ibf/ft) 14.25 14.25 0 18.083 Dead Y PROJECT:10981 2018 International Building Code ASD P/gss Page 5 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #03 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Com osite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 18 DRY OOMAS C; r.. "` 1 kd b J Ord+ W�✓ h' - I �' l a.'1,.' h'^'"` CD cc 0 ; W 3" BL(A) BL(B) 3- 06052ro Start(ft):0 End(ft):18.083 Member Slope:0/12 Actual Length(ft):18.08 Area Ix ly BSW Lams Cfn Kcr (in') (in") on") (Ibf/ft) Creep Factor 81 2187 15.19 21.38 3 8 1.5 Fb(psi) Ft(psi) Fv(psi), Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.9S8 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.95Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 18.083 0 18.083 0 1.00 0.14 1.00 1.00 LF- .M PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(47.6%) 151.8 290.0 0 D+L 1 Bending Stress Y(psi) PASS(41.9%) 1713.4 2946.8 9:04 D+L 1 Deflection(in) PASS(47.6%) OA74(=L/458) 0,904(=L/240) 9.04 D+L Bearing Stress(psi) PASS(19.0%) 607.4 750.0 0 D+L 1 • • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE WIND- TOTAL A 3874 4325 -4981 3218 B 3871 4322 -4977 3216 Reaction Location A B • •' • Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 6 Type Left Magnitude, Right Magnitude Load Start(ft) Load End A Load Type Direction Uniform(Ibf/ft) 406 406 0 18.0417 Live y Uniform(Ibf/ft) 346 346 0 18.0417 Dead y Uniform(Ibf/ft) -453 -453 0 18.0417 Wind(-) y Point(Ibf) 653 - 2.5417 - Live y Point(Ibf) 551 2.5417 - Dead y Point(Ibf) -883 2.5417 - Wind(-) y Point(Ibf) 653 15.5 - Live y Point(Ibf) 551 15.5 - Dead y Point(Ibf) -883 - 15.5 - Wind(-) y Self Weight(Ibf/ft) 21.38 21.38 0 18.083 Dead y PROJECT:10981 2018 International Building Code ASD PASS Page 7 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #04 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Com osite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 24 DRY pF NEliy OMACo 41 S �- zt- 5.5-BL(A) BL(B) f" 080526 22'5" AROFEssIoNP� Start(ft):0 End(ft):22.417 Member Slope:0/12 Actual Length(ft):22.42 Area Ix ly BSW Lams Cfn Kcr (in') (in') (W) (Ibf/ft) Creep Factor 108 5184 20.25 28.5 3 8 1.5 III Fb(psi) Ft(psi) Fv(psi) Fc(psi)_ Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT . 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.92Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 22.41667 0 22.41667 0 1.00 0.09 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO- DURATION FACTOR CD Shear Stress Y(psi) PASS(51.7%) 140.0 290.0 0 D+L 1 Bending Stress Y(psi) PASS(47.7%) 1486.1 2842.7 11.43 D+L 1 Deflection(in) PASS(57.9%) 0.472(=L/570) 1.121(=L/240) 11.21 D+L Bearing Stress(psi) PASS(45.7%) 407.2 750.0 0 D+L 1 .4WiT419103LIOW Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE WIND- TOTAL A 4806 5272 -6052 4026 B 4691 5136 -5868 3959 Reaction Location A B 0011-MAWAIM0 Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 8 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 406 406 0 22.41667 Live Y Uniform(Ibf/ft) 346 346 0 22.41667 Dead Y Uniform(Ibf/ft) -453 -453 0 22.41667 Wind(-) Y Point(lbf) 653 - 2.5417 - Live Y Point(Ibf) 551 2.5417 - Dead Y Point(Ibf) -883 - 2.5417 - Wind(-) Y Point(Ibf) 653 - 17.5417 - Live Y Point(Ibf) 551 - 17.5417 Dead. Y Point(Ibf) -883 - 17.5417 - Wind(-) Y Self Weight(Ibf/ft) 28.5 28.5 0 22.41667 Dead Y PROJECT:10981 2018 International Building Code ASD PAS,�S Page 9 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #05 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (2)1.5 X 18 DRY .:F 'r`.- n 3" BL(A) BL(B) 3- Z� I A 0805Z 22.5" 90FES S10N4 Start(ft):0 End(ft):22.417 Member Slope:0/12 Actual Length(ft):22.42 Area Ix ly BSW Lams Cfn Kcr (in') (in") (in4) (Ibf/ft) Creep Factor 54 1458 10.12 14.25 2 8 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100' 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.95Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 22.41667 0 22.41667 0 1.00 0.12 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(66.9%) 96.0 290.0 0 D+L 1 Bending Stress Y(psi) PASS(53.5%) 1371.2 2946.8 11.43 D+L 1 Deflection(in) PASS(43.7%) 0.420(=L/640) 0.747(=L/360) 11.21 L Bearing Stress(psi) PASS(48.8%) 384.0 750.0 0 D+L 1 ' • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Yaxis DEAD LIVE WIND- TOTAL A 946 2510 -481 2975 B 929 2455 -471 2913 Reaction Location A B • ► •' Load Combination:L,Maximum Stress Ratios from:Deflection I�-Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 10 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 198 198 0 22.41667 Live Y Uniform(Ibf/ft) 62 62 0 22.416,67 Dead Y Uniform(Ibf/ft) -38 -38 0 22.41667 Wind(-) Y Point(Ibf) 263 - 2.5417 - Live Y Point(Ibf) 83 - 2.5417 - Dead Y Point(Ibf) -50 - 2.5417 - Wind(-) Y Point(Ibf) 263 - 17.5417 - Live Y Point(Ibf) 83 - 17.5417 - Dead Y Point(Ibf) -50 - 17.5417 - Wind(-) Y Self Weight(Ibf/ft) 14.25 14.25 0 22.41667 Dead Y PROJECT:10981 2018 International Building Code ASD PAS1 Page 11 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #06 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 10E RigidIam.LVL (3)1.5 X 18 DRY ,. " F NE[N e "!' LU n W 3- iBL(A) m 1BIL(B) 3" �8052ro 20•1. A9o�Ess�oNP� Start(ft):0 End(ft):20.083 Member Slope:0/12 Actual Length(ft):20.08 Area Ix ly BSW Lams Cfn Kcr (in2) (in") (in`) (Ibf/ft) Creep Factor 81 2187 . 15.19 21.38 3 8 1.5 ..�. Fb'(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values . 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 20:0833 0 20.0833 0 1.00 0.13 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(47.5%) 152.2 290.0 0 D+L 1 Bending Stress Y(psi). PASS(35.2%) 1908.3 2946.8 10.04 D+L 1 Deflection(in) PASS(35.4%) 0.649(=L/371) 1,004(=L/240) 10.04 D+L Bearing Stress(psi) PASS(18.8%) 608.6 750.0 0 'D+L 1 041060W Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE WIND- TOTAL A 3996' 4220 -5232 2984 B 3996 4220 -5232 2984 Reaction Location A B • • • • •' • Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 12 Type Left Magnitude Right Magnitude Load Start(ft) Load Enci ft) Load Type Direction Uniform(Ibf/ft) 365 365 0 20.0833 Live Y Uniform(Ibf/ft) 327 327 0 20.0833 Dead Y Uniform(Ibf/ft) -443 -443 0 20,0833 Wind(-) Y Point(Ibf) 555 - 2.5417 - Live Y Point(Ibf) 498 - 2.5417 Dead Y Point(Ibf) -784 - IS417 - Wind(-) Y Point(Ibf) 555 - 17.5417 - Live Y Point(Ibf) 498 - 17.5417 - Dead Y Point(Ibf) -784 - 17.5417 - Wind(-) Y Self Weight(Ibf/ft) 21.38 21.38 0 20.0633 Dead Y PROJECT:10981 2018 International Building Code ASD PASS Page 13 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: LOFT FLR JOIST CODE: 2018 International Building Code MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (1)1.5 X 9.25 00n)O.C.. DRY Oo A�� S Cr mLU 1.5-BL(A) \ BL(B) 1.5- C? � A 08052ro 5.41. ROFEss�oNP`' Start(ft):0 End(ft):5.667 Member Slope:0/12 Actual Length(ft):5.67 O.C.Spacing(in):16 Area ix ly BSW Lams G Kcr (in') (in') (in') (Ibf/ft) Creep Factor 13.88 98.93 2.6 2.68 1 0.42 1.5 Fb(psi) Ft.(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1107 495 135 1150 425 1400 510 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 C F 1.1 1.1 .1 1 1 1 1 Bending Adjustment Factors C fu=1 Cr =1.15 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5.667 0 5.667 0 1.00 0.88 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(88.0%) 16.1 135.0 0 D+L 1 Bending Stress Y(psi) PASS (89.3%) 118.6 1106.9 2.83 D+L 1 Deflection(in) PASS(96.5%) 0.007(=L/101SO) 0.189(=L/360) 2.83 L Bearing Stress(psi) 'PASS(84.4%) 66.3 425.0. 0 D+L 1 -ANTITOTMOMW Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE TOTAL A 36 113 149 B 36 113 149 Reaction Location A_ g • •' Load Combination:D+L,Maximum Stress Ratios from:Bearing Stress -Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 14 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 5.667 Live Y Uniform(Ibf/ft) 10 10 0 5.667'' Dead Y Self Weight(Ibf/ft) 2.68 2.68 0 5.667 Dead Y PROJECT:10981 2018 International Building Code ASD PAStS Page 15 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME:' 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: LOFT CLG JOIST CODE: 2018 International Building Code MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (1)1.5 X 5.5 00n)O.C. DRY • • iw f.k °.-,.-,r.., 1 3 a ^s,-:.`�'pw .u3Sd+" , t..,..-...s 4� •.in /� j�6' awi "} 'rF;:�r� ) r- W n w 1.5-8L(A) m 1 \ BL(B) 1.5- C? i A 08052ro Q� s$" R°Fess�oNP� Start(ft):0 End(ft):5.667 Member Slope:0/12 Actual Length(ft):5.67 O.C.Spacing(in):16 Area Ix ly BSW Lams G Kcr (in') (in°) (in°) (Ibf/ft) Creep Factor 8.25 20.8 1.55 1.59 1 0.42 1.5 ..•. Fb(psi). Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E(psi)x103 Emin(psi)x101 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1308'' 585 135 1265 425 1400 S10 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu=1 Cr =1.15 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5.667 0 5.667 0 1.00 0.95 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(97.2%) 3.4 121.S 0 D 0.9 Bending Stress Y(psi) PASS(96.4%) 42.0 1177.3 2.83 D 0.9 Deflection(in) PASS(98.1%) 0.005(=L/12829) 0.283(=L/240) 2.83 D+L Bearing Stress(psi) PASS(98.0%) 8.3 425.0 0 D 0.9 r - _100411071W Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD TOTAL A 19 19 B 19 19 Reaction Location A_ B • • •• (Critical Condition Does Not Include Live Loads) IIIIIIIIIII-Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 16 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 5 5 0 5.667 Dead Y Self Weight(Ibf/ft) 1.59 1.59 0 5.667 Dead Y PROJECT:10981 2018 International Building Code ASD PASS Page 17 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #11 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Com osite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 11.25 DRY OMAS ;.'f �F�� Yu..., ,� I s,,: !a' �°'•a.' , ��p �'aI� � - r J�\O f� d.��. o o I w �rr� 3- BL(A) m eL(o) 3- 080526 I zo•;r� A9oFessioNP� Start(ft):0 End(ft):20.083 Member Slope:0/12 Actual Length(ft):20.08 Area Ix ly BSW Lams Cfn Kcr (in') ()n°) (in") (Ibf/ft) Creep Factor 50.62 533.94 9.49 13.36 3 a 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)xW Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.01 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values I; Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 20.0833 0 20.0833 0 1.00 0.21 1.00 1.00 . . PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(81.4%) 54.0 290.0 0 D+L 1 Bending Stress Y(psi) PASS(63.0%) 1155.9 3125.1 10.04 D+L 1 Deflection(in) PASS(38.1%) 0.622(=L/388) 1.004(=L/240) 10.04 D+L Bearing Stress(psi) PASS(82.0%) 134.9 750.0 0 D+L 1 • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE TOTAL A 686 1135 1821 B 686 1135 1821 Reaction Location A_ B • ► •' Load Combination:D+L,Maximum Stress Ratios from:Deflection Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 18 • pit Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 113 113 0 20.0833 Live Y Uniform(Ibf/ft) 36 36 0 20.0833 Dead Y Uniform(Ibf/ft) 19 19 0 20.0833 Dead Y Self Weight(Ibf/ft) 13.36 13.36 0 20.0833 Dead Y PROJECT:10981 2018 International Building�Code ASD PASS Page 19 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #12 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (2)1.5 X 11.25 DRY wo+'";^'".^.;:^'..,""--^`-'";•, -•:,:.�..:';;c^.� �...w„ "�,'Iy,-. r;= �;::yi{.a#r%wayw..n :.,,;.,: -^., N OF ENV r LU n , W 1.5-BL(A) ` BL(B) 1:5- A 080526 Q. sio�P� -I Start(ft):0 End(ft):9.083 Member Slope:0/12 Actual Length(ft):9.08 Area IX ly BSW Lams G Kcr (in') (in°) (in') (Ibf/ft) Creep Factor 33.75 355.96 6.33 6.51 2 0.42 1.5 T Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 875 450 135 1150 425 1400 510 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1 1 1 1 1 1 1 Bending Adjustment Factors Cfu=1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9.0833 0 9.0833 0 1.00 0.78 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(65.8%) 46.1 135.0 9.08 D+L 1 Bending Stress Y(psi) ,PASS(20.0%) 700.4 875.0 5, D+L 1 Deflection(in) PASS(79.7%) 0.092(=L/1184) 0.454(=L/240) 4.63 D+L Bearing Stress(psi) PASS(45.7%) 230.6 425:0 9.08 D+L 1 VNIT470071W Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE TOTAL A 405 488 893 B 477 561 1038 Reaction Location A g • •' Load Combination:D+L,Maximum Stress Ratios from:Bending Stress Y - Live Load Applied PROJECT:10981 2018 International Building Code ASD Page 20 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 9.0833 Live Y Uniform(Ibf/ft) 15 15 0 9.0833 Dead Y Point(Ibf) 686 - 5.0208 - Live Y Point(Ibf) 686 - 5.0208 - Dead Y Self Weight(Ibf/ft) 6.51 6.51 0 9.0833 Dead Y PROJECT:10981 2018 International Building Code ASD PAS`�S Page 25 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: 13# kitchen window header with poi... CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: I Structural Com osite Lumber Roseburg Forest Products 2.OE Rigidlam LVL (3)1.5 X 11.25 DRY �OF NEIN -_ ... .meµ.-�s+, ,,,�.�, r• «b`, _ ^',.. '.a,,'; ,5' r;'[ .:��:. �Q' �(C`OMAsA,, � � ... )'" `•. w �µ ,yy:, ...._...,..,........- eel .—.._...-a• t , .a i���", � * , * ..,:.'.r'�° j� n 4 , w in3 3" BL(A) rn ` \ BIL(B) 3- ,o �805- ki 7.11l-5/s~ gOFEss10k4 --� Start(ft):0 End(ft):7.969 Member Slope:0/12 Actual Length(ft):7.97 Area Ix ly BSW Lams Cfn Kcr (in') (in`) (in°) (Ibf/ft) Creep Factor 50.62 533.94 9.49 13.36 3 8 1 • ■■•■ Fb(psi) Ft(psi) Fv(psi) Fc(psi) FcJ-(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.01 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values • Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 7.9687 0 7.9687 0 1.00 0.59 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(15.7%) 244.5 290.0 0 D+L 1 Bending Stress Y(psi) PASS(41.9%) 1816.9 3125.1 1.83 D+L 1 Deflection(in) PASS(70.6%) 0.078(=L/1224) 0.266(=L/360) 3.51 L Bearing Stress(psi). PASS(18.5%) 611.2 750.0 0 D+L 1 -TRWROTIM Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE TOTAL A 2717 SS34 8251 B 857 1695 2552 Reaction Location A g G f/ • + fl •' Load Combination:D+L,Maximum Stress Ratios from:Shear Stress Y -Live Load Applied PROJECT:10981 2018 International Building Code ASD • Page 26 •NTO Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 7.9687 Live Y Uniform(Ibf/ft) 15 15 0 7.9687 Dead Y Point(Ibf) 5310 1.7708 - Live Y Point.(ibf) 1998 1.7708 - Dead Y Point(Ibf) 1600 - 1.7708 Live Y Point(Ibf) 1350 - 1.7708 - Dead Y Self Weight(Ibf/ft) 13.36 13.36 0 7.9687 Dead Y PROJECT:10981 2018 International Building Code ASD PASS Page 21 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: POST A CODE: 2018 International Building Code MEMBER TYPE: COLUMN NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (4)1.5 X 7.25 DRY G +h..=K= w f x..'�rC,b'. �v OCrM Evv vvs� Q- AS A,, I+I ��I co Q r 5.5"BL(A) r- ){ BIL(B) 5.5- 0 W C? i 080526 v Start(ft)0 Enci t):8 Area Ix ly BSW Lams G Kcr (in') (in°) (in°) (Ibf/ft) Creep Factor 43.5 190.54 8.16 &39 4 0.42 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi)• E(psi)x103 Emin(psi)A03 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1050 540 135 1208 425 1400 510 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.2 1.2 1 1.05 1 1 1 Bending Adjustment Factors Cfu =1 Cr=1 Unbraced Length(ft) Column End Span Length(ft) X Y Offset CP Ke(X Axis) Ke(Y Axis) KeL/d(X Axis) KeL/d(Y Axis) 1 8 10 10 0 0.38 1.00 1.00. 16.55 20 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Deflection(in) PASS(94.6%) 0,014(=L/6668) 0.267(=L/360) 8 L Compressive Stress(psi) PASS(93.9%) 32.9 536.4 0 0.6D+0.6W(-) 1.6 Tensile Stress(psi) PASS(24.9%) 405.3 540.0 8 D+L 1 • Units for V:Ibf Units for M:Ibf-ft Z axis DEAD LIVE WIND- TOTAL A -8444 -9120' 10832 -6732 B 0 0 0 0 Reaction Location A g PROJECT:10981 2018 International Building Code ASD a Page 22 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Point(1160 3848 - 8 - Live Z Point(1160 3705 - 8 - Dead Z Point(lbf) -4780 - 8 - Wind(-) Z Point(Ibf) 5272 - 8 - Live Z Point(lbf) 4806 - 8 - Dead Z Point(Ibf) -6052 8 - Wind(-) Z Self Weight(Ibf/ft) 8.39 8.39 0 8 Dead Z PROJECT:10981 2018 International Building Code ASD p�►S~S Page 23 DATE: 8/18/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC STRUCALC BUILD: StruCalc Plus DESIGNED BY: Jon Aungst CUSTOMER: ON-10981 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10981 LEVEL: Main Floor LOADING: ASD MEMBER NAME: POST B CODE: 2018 International Building Code MEMBER TYPE: COLUMN NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (5)1.5 X 7.25 DRY oo AEA�O i S 'p' ■■■ „A'�� .S�k`fl��""-""'..�t`S+" ','�� 6 i�-' -Sa.,,�r^^Masm�, mri "wt$'•'•�'' �/��O � �'!�"tl'!�" 5.5•�1� u...�.w, i..wA.4. '�. 3 P i .fLC,-•,m - i _ BIL(B7:5_5- c� I Lu m �80526 Ali v 9. A90FES S10NP Start(ft)0 End(ft):9 Area Ix ly BSW Lams G Kcr (in') (in°) (in°) (Ibf/ft) Creep Factor S4.38 238.17 10.2 10.49 5 0.42• 1.5 Fb(psi) Ft(psi)' _ Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 87S 450 135 1150 42S 1400 510 Adjusted Values 1050 540 135 1208 425 1400 510 CM 1 1 1 1 1 1 1 ,CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 C F 1.2 1.2 1 1.05 1. 1 1 Bending Adjustment Factors Cfu=1 Cr =1 MEMBER Unbraced Length(ft) Column End' Span Length(ft) X Y Offset CP Ke(X Axis) KW Axis) KeL/d(X Axis) KeL/d(Y Axis) 1 9 10 10, 0 0.47 1.06 1.00 16.5S 16 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO ' DURATION FACTOR CD Deflection(in) PASS(94.7%) 0.016(=L/6792) 0.300(=L/360) 9 L Compressive Stress(psi) PASS(97.5%) 17.9, 731.9 0 0.6D+0.6W(-) 1.6 Tensile Stress(psi) PASS(30.2%) 377.1 540.0 9 D+L 1 • Units for V:IV Units for M:Ibf-ft Zaxis DEAD LIVE WIND- TOTAL A 79207 -11206 16832 -9581 B 0 0 0 0 Reaction Location A B PROJECT:10981 2018 International Building Code ASD Page 24 EFORTOMW Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Point(lbf) 3848 9 - Live Z Point(lbf) 3705 - 9 - Dead Z Point(Ibf) -4780 - 9 - Wind(-) Z Point(Ibf) 5272 - 9 - Live Z Point(Ibf) 4806 - 9 - Dead Z Point(Ibf) -6052 - 9 - Wind(-) Z Point(Ibf) 2086 - 9 - Live Z Point(lbf) 790 - 9 - Dead Z Self Weight(lbf/ft) 10.49 10.49 0 9 Dead Z PROJECT:10981 2018 International Building Code ASD Icon LeEacv Custom Modular Homes 0#10981 Wind Speed: 135mph Vult Exposure: D ASCE: 7-16 Max Wall Height: 8'-2ND Story,9'-1st Story Max Mean Roof Height: 31.67' Page Description 1 2"d Story Design Criteria and Loading 2 2"d Story Shearwalls 3 2nd Story Diaphragm and Sliding 4 11t Story Design Criteria and Loading 5 15t Story Shearwalls 6 11t Story Diaphragm, Sliding 7-14 Shear Joist and Doors/Windows with Hold Downs 15-16 Open to Above/Below Top and Bottom Plates NOTE: -These calculations are applicable only to the structural elements and loading criteria specifically noted herein. -Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals. / -Specified design criteria are based solely on information provided by the client and must be verified and approved by the LAHJ. -Ryan W.Boring,P.E.is not responsible for fabrication or erection. OF NEB, CO 4 ti� 6199342' FESS 101�' Oct 21, 2022 2nd Floor Wind Pressures for Low-rise buildings or buildings with h<60f1 ASCE 7-16: Wind Speed,Vult: 135 MPH Roof Style:Gable Wind Exposure: D Roof Pitch: 7/12 Mean Roof Height: 31.67 FT Roof Angle: 30.3 Width 33.67 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft Kzt: 1 Heel Ht: 8 in kt: 1.17 Roof Ht: 10.32 ft qh: 46.53 psf Stud Spacing: 16"oc Building Type: Enclosed Overhang: 12" Gcpi: 0.18 Int.Shearwall: no -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf MWFRS Transverse 1 2 3 4le 2e 3e 4e +GCpi 17.7 1.4 -28.4 -25.6 23.7 4.2 -33.0 -30.7 -Gcpi 34.4 18.1 -11.6 -8.8 40.5 20.9 -16.3 -14.0 Max 34.4 18.1 -28.4 -25.6 40.5 20.9 -33.0 -30.7 Longitudinal 1 2 3 4 5 6 le 2e 3e 4e Se 6e +GCpi -29.3 -40.5 -25.6 -29.3 10.2 -21.9 -30.7 -58.2 -33.0 -30.7 20.0 -28.4 -Gcpi -12.6 -23.7 -8.8 -12.6 27.0 -5.1 -14.0 -41.4 -16.3 -14.0 36.8 -11.6 Max -29.3 -40.5 -25.6 -29.3 27.0 -21.9 -30.7 -58.2 -33.0 -30.7 36.8 -28.4 Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wail Trans 20.9 -33.0 18.1 -28.4 -24.7 -27.5 37.2 54.4 29.8 43.3 Long -58.2 -33.0 -40.5 -25.6 -24.7- -25.1 48.4 -14.9 32.1 Design Loa din Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 12.6 -19.8 10.9 -17.0 -14.8 -16.5 22.3 32.7 17.9 26.0 Long -34.9 -19.8 -24.3 -15.4 -57.2 -46.6 22.3 29.0 17.9 19.3 Turned Gable Added to Endwalls: Bum pout Added to Sidewalls: Area: 35.46 sq,ft. Roof Area: 65.33 sq.ft. Pressure: 10.3 psf Wall Area: 14.0 sq,ft. Load Added: 366.3 Ibs Load Added: 1916.2 Ibs Page 1 of 16 Shearwalls: Wail Line 2-1: Wall Line 2-2: End Zone: Yes End Zone: Yes Trib: 29.00 ft Trib: 29.00 ft End Roof; 1383 lb End Roof; 1383 lb End Wall: 915 lb End Wall: 915 lb Int Roof: 4240 lb Int Roof: 4240 lb Int Wall: 2787 lb Int Wall: 2787 lb Totalforce; 9691 lb Total force; 9691 lb Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.131 nail Fastener;.131 nail Wall Length: 33.67 ft Wall Length: 33.67 ft FHS Length: 20.28 ft FHS Length: 20.90 ft Wall Height: 8 ft Wall Height: 8 ft Tallest Opening: 2h/3 Tallest Opening: 2h/3 r: 0.69 r: 0.71 Co: 0.72 Co: 0.72 Perf or Segmented: S Perf or Segmented: S Blocked: YES Blocked: YES PLF required; 477.93 PLF required; 463.75 Framing: SPF Framing: SPF Required Spacing: 4"OC Required Spacing: 4"OC Tiedown: 3823.4 lb Tiedown: 3710.0 lb Strap for: 4845 Ibs Strap for: 4845 Ibs Wall Line 2-A: Wall Line 2-B: End Zone: yes End Zone: Yes Trib: 16.83 ft Trib: 16.83 ft End Wall: 1257 lb End Wall: 1257 lb Int Wall: 3295 lb Int Wall: 3295 lb Total force: 6469 lb Total force: 6469 lb Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.131 nail Fastener:.131 nail Wall Length: 58.00 ft Wall Length: 58.00 ft FHS Length: 25.06 ft FHS Length: 17.99 ft Wall Height: 8 ft Wall Height: 8 ft Tallest Opening: 5h/6 Tallest Opening: 2h/3 r: 0.48 r: 0.40 Co: 0.54 Co: 0.59 Perf or Segmented: P Perf or Segmented: P Blocked: YES Blocked: YES PLF required: 477.95 PLF required; 607.61 Framing: SPF Framing; SPF Required Spacing: 4"OC Required Spacing: 3"OC Tledown: 3823.6 lb Tiedown: 4860.9 lb Sidewall interconnection: 6"oc.131 Nails Capacity: 130 Ibs per nail Total Capacity 2080 Ibs Tiedown Perf/ Corner Summary: Fastener Edge Spacing Force Segment Connection"* Wall Line 2-1: .131 nail 4"OC 3823 lb S NO Wall Line 2-2: .131 nail 4"OC 3710 lb S NO Wall Line 2-A: .131 nail 4"OC 3824 lb P NO Wall Line 2-B: .131 nail 3"OC 4861 lb P NO All Chord Splices Use(28).131 nails each side of each top plate splice "* 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the corner,then the sidewall is transferee 2"oc fastener spacing requires double studs and staggered fasteners at panel seams, Page 2 of 16 Diaphragm: Max Force: 9690.5 Ibs Chord Splice: Load: 271.7 pif W: 288.2 pif Sheathing: 7/16 in moment:121193.99 ft-Ibs Fastener:0.131 top plate tension: 3599.822 Ibs Framing: SPF .131 nail: 132 Ibs Unblocked Capacity: 248.4 plf ft.131 nails: 27.27 Blocked @ 6"edge: 280.6 pif Use(28).131 nails each side of each top plate splice Blocking distance: 2.8 ft 2.8 ft blocked each end Wkh 0.131 Notes: all 16ga staples minimum length of 1.5" all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.162 Spacing Wall Line 2-1: 12863 Ibs 33.7 382.1 158 5.0"oc Wall Line 2-2: 12863 Ibs 33.7 382.1 158 5.0"oc Wall Line 2-A: 8769 Ibs 58.0 151.2 158 12.0"oc Wall Line 2-B: 8769 Ibs 58.0 151.2 158 12.0"oc Page 3 of 16 1st floor Wind Pressures for Low-rise buildings or buildings with h<60ft ASCE 7-16: Wind Speed,Vult: 135.0 MPH Roof Style:Gable Wind Exposure: D Roof Pitch: 7/12 Mean Roof Height: 31.67 FT Roof Angle: 30.3 Width 33.67 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft Kzt: 1 Heel Ht: 8 in kt: 1.17 Roof Ht: 10.32 ft qh: 46.53 psf Stud Spacing: 16"oc- Building Type: Enclosed Overhang: 12" Gcpl: 0.18 Int.Shearwall: yes -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf MW FRS Transverse 1 2 3 4 le 2e 3e 4e +GCpi 17.7 1.4 -28.4 -25.6 23.7 4.2 -33.0 -30.7 -Gcpl 34.4 18.1 -11.6 -8.8 40.5 20.9 -16.3 -14.0 Max 34.4 18.1 -28.4 -25.6 40.5 20.9 -33.0 -30.7 Longitudinal 1 2 3 4 5 6 le 2e 3e 4e 5e 6e +GCpi -29.3 -40.5 -25.6 -29.3 10.2 -21.9 -30.7 -58.2 -33.0 -30.7 20.0 -28.4 -Gcpi -12.6 -23.7 -8.8 -12.6 27.0 -5.1 -14.0 -41.4 -16.3 -14.0 36.8 -11.6 Max -29.3 -40.5 -25.6 -29.3 27.0 -21.9 -30.7 -58.2 -33.0 -30.7 36.8 -28.4 Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 20.9 -33.0 18.1 -28.4 -24.7 -27.5 37.2 54.4 29.8 43.3 Long -58.2 -33.0 -40.5 -25.6 .24.7- -25.1 48.4 -14.9 32.1 Design Loading Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 12.6 -19.8 10.9 -17.0 -14.8 -16.5 22.3 32.7 17.9 26.0 Lang -34.9 -19.8 -24.3 -15.4 -57.2 -46.6 22.3 29.0 17.9 19.3 Turned Gable Added to Endwalls: Bumpout Added to Sidewalls: Area: 35.46 sq.ft. Roof Area: 65.33 sq.ft. Pressure: 10.3 psf Wall Area: 45.5 sq.ft. Load Added: 366.3 Ibs Load Added: 2945.1 Ibs Page 4 of 16 Shearwells: Wall Une 1-1: Wall Une 1-2: Wall Line 1-3: End Zone: Yes End Zone: Yes End Zone: No 1st FI Trib: 9.25 ft 1st FI Trib: 9.25 ft 1st FI Trib: 19.75 ft 2nd FI Trib: 29.00 ft 2nd FI Trib: 29.00 ft 2nd Fl Trib: 0.00 ft End Roof: 1383 lb End Roof: 1383 lb End Roof: 0 lb End Wall: 2972 lb End Wall: 2972 lb End Wall: 0 lb Int Roof: 4240 lb Int Roof: 4240 lb Int Roof: 0 lb Int Wall: 3672 lb Int Wall: 3672 lb Int Wall: 5384 lb Total force: 12634 lb Total force: 12634 lb Total force: 5384 lb Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.131 nail Fastener:.131 nail Fastener:.131 nail Wall Length: 36.67 ft Wail Length: 36.67 ft Wall Length: 14.75 ft FHS Length: 17.50 ft FHS Length: 23.90 ft FHS Length: 14.75 ft Wall Height: 9 ft Wall Height: 9 ft Wall Height: 9 ft Tallest Opening: Sh/6 Tallest Opening: 2h/3 Tallest Opening: Sh/6 r: 0.55 r: 0.76 r: 1.00 Co: 0.61 Co: 0.79 Co: 1.00 Perf or Segmented: S Perf or Segmented: S Perf or Segmented: S Blocked: YES Blocked: YES Blocked: YES PLF required: 721.95 PLF required: 528.72 PLF required: 365.00 Framing: SPF Framing: SPF Framing: SPF Required Spacing: 2"OC Required Spacing: 3"OC Required Spacing: 4"OC Tiedown: 6497.6 lb Tiedown: 4758.5 lb Tiedown: 3285.0 lb Strap for: 1472 Ibs Strap for: 1472 Ibs Strap for: 3230 Ibs Wall Une 1-A: Wall Line 1-B: Wall Une 1-4: End Zone: yes End Zone: Yes End Zone: no Trib: 16.83 ft Trib: 16.83 ft 1st FI Trib: 19.75 ft End Wall: 3315 lb End Wall: 3315 lb 2nd FI Trib: 0.00 ft Int Wall: 6248 Ib Int Wall: 6248 lb End Roof: 0 lb Total force: 12508 lb Total force: 12508 lb End Wall: 0 lb Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Int Roof: 0 lb Fastener:.131 nail Fastener:.131 nail Int Wall: 5384 lb Wall Length: 58.00 ft Wall Length: 58.00 ft Total force: 5384 lb FHS Length: 32.53 ft FHS Length: 24.52 ft Sheathing Thickness: 7/16 in Wall Height: 9 ft Wall Height: 9 ft Fastener:.131 nail Tallest Opening: Sh/6 Tallest Opening: 5h/6 Wall Length: 14.75 ft r: 0.63 r: 0.50 FHS Length: 11.75 ft Co: 0.65 Co: 0.59 Wall Height: 9 ft Perf or Segmented: S Perf or Segmented: S Tallest Opening: 5h/6 Blocked: YES Blocked: YES r: 0.84 PLF required: 384.50 PLF required: 510.10 Co: 0.80 Framing: SPF Framing: SPF Perf or Segmented: S Required Spacing: 4"OC Required Spacing: 3"OC Blocked: YES Tiedown: 3460.5 lb Tiedown: 4590.9 lb PLF required: 458.19 Framing: SPF Required Spacing: 4"OC Tiedown: 4123.8 lb Strap for: 3230 Ibs Sidewall interconnection: 6"oe.131 Nails Capacity: 130 Ibs per nail Total Capacity 2080 Ibs Tiedown Perf/ Corner Summary: Fastener Ede Spacing Force Segment Connection" Wall Une 1-1: .131 nail 2"OC 6498 lb S NO Wall Une 1-2: .131 nail 3"OC 4758 lb S NO Wall Une 1-3: .131 nail 4"OC 3285 lb S NO Wall Une 1-4: .131 nail 4"OC 4124 lb S NO Wall Une 1-A: .131 nail 4"OC 3460 lb S NO Wall Une 1-B: .131 nail 3 110C 4591 lb S NO All Chord Splices Use(9).131 nails each side of each top plate splice 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the corner,then the sidewall is transfered 2"oc fastener spacing requires double studs and staggered fasteners at panel seams. Page 5 of 16 Diaphragm. Max Force: 2943.6 Ibs Chord Splice: Load: 87.4 plf w: 272.6 plf Sheathing: 19/32 in moment: 38621.66 ft-Ibs Fastener:,131 Nail top plate tension: 1147.178 Ibs Framing: SPF .131 nail: 132 Ibs Unblocked Capacity: 294A plf A.131 nails: 8.69 Blocked @ 6"edge: 331.2 plf Use(9).131 nails each side of each top plate splice Blocking distance: 0.0 ft 0 ft blocked each end with.131 Nail Notes: all 16ga staples minimum length of 1.5" all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.162 Spacing Cap(PLF) Wall Une 1-1: 21587 Ibs 36.7 588.7 158 3.0"oc 632 OK Wall Une 1-2: 21587 Ibs 36.7 588.7 158 3.0"oc 632 OK Wall Une 1-A: 14656 Ibs 58.0 252.7 158 6.0"oc 316 OK Wall Une 1-B: 14656 Ibs 58.0 252.7 158 6.0"oc 316 OK Anchor Bolts 1/2"bolt 5/8"bolt Wall Une 1-1: 21587 Ibs 36.7 588.7 940 19.2"oc 1370 27.9"oc Wall Une 1-2: 21587 Ibs 36.7 588.7 940 19.2"oc 1370 27.9"oc Wall Une 1-A: 14656 Ibs 58.0 252.7 940 44.6"oc 1370 65.1"oc Wall Une 1-8: 14656 Ibs 58.0 252.7 940 44.6"oc 1370 65.1"oc Page 6 of 16 COMPANY PROJECT WoodWorkso SOMARf f'OR WAOA AfS�CN Oct.21,202210:25 Wall Line 1-4 Shear Joist Design Check Calculation Sheet WoodWorks Sizer 2019(Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Point 0.00 6873 lbs Load2 Wind Point 5.80 -6873 lbs Load3 Wind Point 8.80 6873 lbs Load4 Wind Point 14.75 -6873 lbs Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 14.75' 0' 14.684' Unfactored: Wind 5469 -5469 Factored: Uplift -3281 Total 3281 Bearing: Capacity Beam 3635 1687 Support 3281 1523 Des ratio Beam 0.90 0.00 support 1.00 0.00 Load comb #2 #1 Length 1.08 0.50* Min req'd 1.08** 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.08 1.08 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Wall Line 1-4 Shear Joist LVL n-ply, 2.OE, 3100Fb, 1-1/2"x9-1/4", 3-ply(4412"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 14.75'; Clear span: 14.625';Volume=4.3 cu.ft. Lateral support:top=7'-4 bottom=at supports; (n); Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 118 Fv' = 456 psi fv/Fv' = 0.26 Bending(+) fb = 934 Fb' = 1759 psi fb/Fb' = 0.53 Live Defl'n 0.07 = < L/999 0.98 = L/180 in 0.07 Total Defl'n 0.07 = < L/999 0.98 = L/180 in 0.07 Page 7 of 16, F1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Wall Line 1.4 Shear Joist WoodWorlss®Sizer 2019(Update 4) Page 2 Additional Data: II FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb'+ 3100 1.60 - 1.00 0.328 1.040 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(+) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #1 = D only Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3281, V design = 3281 lbs; M(+) = 4995 lbs-ft My = 207.75. lb-inA2/ply GA = 5.46e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+) : Lu = 7.31' Le = 14.25' RB = 26.5; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present) and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. 5. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. 6. SCL:Structural composite lumber design has assumed:-dry service conditions-no preservative or fire-retardant treatment-no notches 7. BUILT-UP SCL:Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 8. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G= E/16. Page 8 of 16 COMPANY PROJECT WoodWorks® soFnVAR[Fool WOOD DFSIGN Oct.21,202210:18 Wall Line 1-1 Door with Hold Down 1 Design Check Calculation Sheet WoodWorks Sizer 2019(Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Wind IPoint 1 3.13 -6372 lbs Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 6.083' 0' 6.042' Unfactored• Wind -3091 -3281 Factored: Uplift -1855 -1969 Total Bearing: Capacity Beam 1125 1125 Support 1055 1055 Des ratio Beam 0.00 0.00 Support 0.00 0.00 Load comb #1 #1 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.13 1.13 Fcp sup 625 625 `Minimum bearing length setting used: 1/2"for end supports Wall Line 1-1 Door with Hold Down 1 LVL n-ply, 2.OE, 3100Fb, 14/2"x9-114", 2-ply(3"x9-114") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length:6.06';Clear span:6.0';Volume= 1.2 cu.ft. Lateral support:top=at supports, bottom=at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Desi n Value Unit Analysis/Design Shear fv = 106 Fv' = 456 psi fv/Fv' = 0.23 Bending(-) fb = 1618 Fb' = 2047 psi fb/Fb' = 0.79 Live Defl'n -0.10 = L/762 0.40 = L/180 in 0.24 Total Defl'n -0.10 = L/762 0.40 = L/180 in 0.24 Page 9 of 16 F] Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Wall Line 1-1 Door with Hold Down 1 WoodWorks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb'- 3100 1.60 - 1.00 0.397 1.040 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing : Support 1 - LC #1 = D only Support 2 - LC #1 = D only Uplift : Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 1969, V design = 1969 lbs; M(-) = 5769 lbs-ft EIy = 207.75 lb-in^2/ply GA = 3.64e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection '= 1.5 dead + "live" Lateral stability(-) : Lu = 6.06' Le = 12.19' RB = 24.5; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present)and that each ply is equally top-loaded. Where beams are side-loaded,special fastening details may be required. 4. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. 5. SCL:Structural composite lumber design has assumed:-dry service conditions-no preservative or fire-retardant treatment-no notches 6. BUILT-UP SCL:Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G= E/16. Page 10 of 16 COMPANY PROJECT WoodWorkso SOFAVARE FOR WOOD OFS)CM Oct.21, 202210:20 Wall Line 1-1 Window with Hold Down Design Check Calculation Sheet WoodWorks Sizer 2019(Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End i I Load1 Wind Point 0.99 -6372 lbs Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) Ik 8.053' o' 8.012' Unfactored• Wind -5600 -772 Factored: Uplift -3360 -463 Total Bearing: Capacity Beam 1125 1125 Support 1055 1055 Des ratio Beam 0.00 0.00 Support 0.00 0.00 Load comb #1 #1 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.13 1.13 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Wall Line 1-1 Window with Hold Down LVL n-ply, 2.OE, 310OFb, 1-1/2"x9-1/4", 2-ply(3"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 8.06';Clear span: 8.0';Volume= 1.6 cu.ft. Lateral support:top= at supports, bottom=at supports; This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 182 Fv' = 456 psi fv/Fv' = 0.40 Bending(-) fb = 915 Fb' = 1635 psi fb/Fb' = 0.56 Live Defl'n -0.07 = < L/999 0.53 = L/180 in 0.13 Total Defl'n -0.07 = < L/999 0.53 = L/180 in 0.13 Page 11 of 16 ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Wall Line 14 Window with Hold Down Woodworks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb1- 3100 1.60 - 1.00 0.317 1.040 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only Uplift Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3360, V design = 3360 lbs; M(-) = 3262 lbs-ft EIy = 207.75 lb-in A2/ply GA = 3.64e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 8.00' Le = 15.38' RB = 27.5; . b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present) and that each ply is equally top-loaded. Where beams are side-loaded,special fastening details may be required. 4. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. 5. SCL: Structural composite lumber design has assumed:-dry service conditions-no preservative or fire-retardant treatment-no notches 6. BUILT-UP SCL:Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G= E/16. . Page 12 of 16 COMPANY PROJECT WoodWorkso Oct.21,202210:22 Wall Line 1-1 Door with Hold Down 2 Design Check Calculation Sheet WoodWorks Sizer 2019(Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Point 1.22 -6372 lbs Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 3.283' 0' 3.242' Unfactored• Wind -4012 -2360 Factored: Uplift -2407 -1416 Total Bearing: Capacity Beam 637 637 Support 1055 1055 Des ratio Beam 0.00 0.00 Support 0.00 0.00 Load comb #1 #1 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.13 1.13 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for end supports Wall Line 1-1 Door with Hold Down 2 Lumber n-ply, S-P-F, No.1/No.2, 2x10, 2-ply(3"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length:3.31'; Clear span: 3.188';Volume=0.6 cu.ft. Lateral support:top= at supports, bottom=at supports; This section PASSES the design code check. Page 13 of 16 F] Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Wall Line 14 Door with Hold Down 2 WoodWorks®Sizer 2019(Update 4) Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 130 Fv' = 216 psi fv Fv' = 0.60 Bending(-) fb = 811 Fb' = 1356 psi fb/Fb' = 0.60 Live Defl'n -0.02 = < L/999 0.22 = L/180 in 0.07 Total Defl'n -0.02 = < L/999 0.22 = L/180 in 0.07 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci LC# Fv' 135 1.60 1.00 1.00 - - - - 1.00 1.00 2 Fb'- 875 1.60 1.00 1.00 0.881 1.100 - 1.00 1.00 1.00 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing : Support 1 - LC #1 = D only Support 2 - LC #1 = D only Uplift : Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 2407, V design = 2407 lbs; M(-) = 2890 lbs-ft EIy = 138.50 lb-in A2/ply "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 3.25' Le = 6.69' RB = 18.2; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present) and that each ply is equally top-loaded. Where beams are side-loaded,special fastening details may be required. 5. FIRE RATING:Joists,wall studs,and multi-ply members are not rated for fire endurance. Page 14 of 16 COMPANY PROJECT WoodWorkso SOMIARF FOR WOOD DFSIGN Oct.21,202211:32 Open to Above Plates Design Check Calculation Sheet WoodWorks Sizer 2019(Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Loadl Wind Partial UDL 0.00 6.00 -268.0 -268.0 plf Load2 Wind Partial UDL 6.00 15.00 -231.0 -231.0 plf Load3 Wind Partial UDL 15.00 21.00 -268.0 -268.0 if Maximum Reactions (ibs), Bearing Capacities (ibs) and Bearing Lengths (in) 21' 0' 20.958' Unfactored• Wind -2648 -2648 Factored: Uplift -1589 -1589 Total Bearing: Capacity Beam 1125 1125 Support 1055 1055 Des ratio Beam 0.00 0.00 Support 0.00 0.00 Load comb #1 #1 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.13 1.13 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports Open to Above Plates LVL n-ply, 2.OE, 3100Fb, 1-112"x11-1/4", 2-ply(3"x11-114") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length:21.0'; Clear span:20.938;Volume=4.9 cu.ft. Lateral support:top=continuous, bottom= 1'-4(in); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 70 Fv' = 456 psi fv/Fv' = 0.15 Bending(-) fb = 1518 Fb' = 4654 psi fb/Fb' = 0.33 Live Defl'n -0.88 = L/286 1.40 = L/180 in 0.63 Total Defl'n -0.88 = L/286 1.40 = L/180 in 0.63 Page 15 of 16 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Open to Above Plates Woodworks®Sizer 2019(Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb1- 3100 1.60 - 1.00 0.929 1.010 - 1.00 1.00 - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live)' LC #2 = 0.6D + 0.6W (total) Bearing : Support 1 - LC #1 = D only Support 2 - LC #1 = D only Uplift : Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #2 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 1585, V design = 1585 lbs; M(-) = 8007 lbs-ft EIy = 373.75 lb-in^2/ply GA = 4.43e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 1.31' Le = 2.75' RB = 12.8; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code (IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present) and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. 4. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. 5. SCL:Structural composite lumber design has assumed: -dry service conditions-no preservative or fire-retardant treatment-no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 7. SCL:Shear deflection is calculated using true modulus of elasticity E and shear modulus G= E/16. Page 16 of 16 t NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority havingjurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Griffin SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 11925 SOUNDVIEW AVENUE SOUTHOLD, NY 11971 r PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): R New Residential Structure r Addition to Existing Residential Structure Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): 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) R -floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): Owner Owner's Representative t PFS-TECO PFS Corporation d/b/a P FS TECO An:Employee-Owned Company Jonathan Aungst . Revision Date November 16,2022 Icon Legacy Custom Modular Homes,LLC. Original Approval Date November 15,2022 246 Sand Hill Road Selinsgrove,Pennsylvania 17870 Re: Icon Legacy Custom'Modular Homes,LLC., Selinsgrove,PA NYSDOS Systems Approval No.M006-2022-073 Submittal: 10981 Griffin Residence at 11925 Soundview Avenue in Southold,NY in Suffolk County Dear Mr. Aungst, Enclosed please find one(1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and .comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS, 2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19(NYCRR), Chapter XXXII Division of 'Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy foryour records, review and approval. Should you have any question,please feel free to call this office at any time. Sincerely, Michelle M.Baker Staff Plan Reviewer michelle.ba*ker@pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr., AIA(DOS) 510.784.8396 • 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 /Y T E WWW.PFSTECO.COM, ►' S E D MARKS YOU CAN BUILT D ON DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERTJ. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV July 28,2022 Mr.Jonathan Aungst Icon Legacy Custom Modular Homes, LLC 246 Sand Hill Road Selinsgrove, PA 17870 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M006-2022-073 PREVIOUS APPROVAL NUMBER: M006-2020-022 Dear Mr.Aungst: In reference to your written application for approval received June 16,2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M006-2022-073 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until July 28,2024, unless sooner revoked,and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to 5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind screed of 140 miles per hour or-greater shall be submitted to the Division for review and approval. Exposure Category: B, C(standard) or D(optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number,and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; `The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 28, 2022 under Systems number M006-2022-073." Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections,stairs,decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information(but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed,live loads, dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction".Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the "insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5,including the requirements specified in Section R602.11 for Seismic Design Categories"DO,D1 &D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types,sizes and"R"values • Field completed insulation assemblies • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 st finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs,landings, decks,handrails, lighting,etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 • • Untitled •Write a description for your map. 11925 Soundview Ave Feature 1 Horton Lane Beach McCabes Beach.•-'s Town Park 1 ^~ _ �` � ►ab 's o Pa orto, a e eac McCabes Beac cC l�� ■ fir 'x,_, - - t - N Sea©r N Se Dr fl y *4; 4 A Af j'` 11925 SoUndview Ave Ma�o•'rsiPath Souridview Ave Soui?1Ave ie So' ndvw Ave c� N Google Earth -� , a, ,o ' � 600 ft o W'vrrn'rr6Awumr+OFAEr�EwCP7M11re TO THE BEST Or MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: SHEET# DESCRIPTION (�� I� f�/A�S� �Q �A�T LAW r�ANY�+TO aaTB arr 1.THIS FACTORY—MANUFACTURED NWE(FNX)PLAN HAS BEEN OFRVD FROM A V�LSGSSS�I ICA II II©N DOCMW THAT BEARS 1FE MAL OF A PHOF�ONAL SYSTEM SET OF MH PLANS APPROIEb BY OAS.MANUFACTURER'S APPROVAL COVER SHEET �� �M x0 Moog IN ANY 07a EXPIRATION OAIE 7/28/2024,rROcx HAS NOT�cx L•�/ MODIFIEDHEN IN ANY WAY. OCCUPANT LOAD: SINGLE FAMILY DWELLING P.THE ENERGY PLANS ARE IN CWPMANCE W1M THE flEWIREYFNIS OF THE ENERGY p EV1 FRONT ELEVATION CONSERVATION CONSTRUCTION CODE OF NEW YM STATE. p O CONSTRUCTION TYPE: VB �II-N N U EV2 REAR ELEVATION 04 7 ELEVATION HEIGHT: 71 .-+ EV3 LEFT ELEVATION I colt Legacy Custom a in t Q EV4 RIGHT ELEVATION DDESEGN LOADS � 0 FPt 1ST STORY FLOOR PLAN ROOF LIVE LOAD: 20 PSF Modular Homes, LLC °a v� ,.,� ROOF DEAD LOAD: 10 PSF rn FP2 I 2ND STORY FLOOR PLAN vs 'y CEILING DEAD LOAD: 10 PSF CON*LEGACY 246 SAND HILL ROAD w BM1 1ST STORY BEAMS TBM2 2ND STORY BEAMS ) SELINSGROVE, PA 17870 CEILING LIVE LOAD: 20 PSF (STORAGE) /30 PSF (HABITABLE) vl EL1 1ST STORY ELECTRICAL PLAN FLOOR LIVE LOAD: 40 PSF IN COMMON AREAS PHON8 570-374-3280 EL2 2ND STORY ELECTRICAL PLAN FLOOR DEAD LOAD: 10 PSF FAQ 570-374-1 122 Z>4 o ELC ELECTRICAL LOAD CALC HORIZONTAL WIND LOAD: 135 VULT WWW.ICONLEGACY.COM UT FND FOUNDATION PLAN EXPOSURE: D Custom Modular Homes, LL ®�r�o� TR1 36'-8" 7/12 FIELD RAFTER GROUND SNOW LOAD; 20 0 1 X SEISMIC CATEGORY: B U W TR2 - FIELD RAFTER CONNECTIONS ON#10981 TWO-STORY aWINDBORNE REGION: Y `mil lil u TR3 36-8" 7/12 END RAFTER CLIMATE ZONE: 4 TR4 7/12 END RAFTER CONNECTIONS FLOOD PLAIN: N TR5 15'-9 3/8" 7/12 RAFTER m � N FEMA MAP NUMBER: 36103CO154H o :2 TR6 7/12 RAFTER CONNECTIONS TR7 PORCH ROOF DETAILS APPLICABLE E C(DOES SE1 7/12 CROSS SECTION 2020 New York State Uniform Fire Prevention and Building code SE2 7/12 GAMBREL CROSS SECTION (which incorporates by reference): z 2020 Residential Code of New York State C Q a DWS D&W SCHEDULE w z_ 2020 Energy Conservation Construction Code of New York State > � PL1 PLUMBING LAYER 2017 National Electrical Code L? L` SW1 1ST STORY SHEAR WALL SW2 2ND STORY SHEAR WALL HIF SW3 SHEAR WALL FASTENING WHV WHOLE HOUSE VENTILATION w N WBD WIND BORNE DEBRIS 0NSULA40 N VALUES ii o N co cw II RES CHECK ROOF TO EXTERIOR; R-51 0 M II I RIIRif➢iifR 111Iltullolum � RAFTER CACLS EXTERIOR WALLS TO EXTERIOR: R-21 _Bxw Dnn w BEAMS CACLS FLOOR INSULATION: R-19 SHEAR WALL CACLSAnON m w> RmvaaT NY00f5 ert amvxu m enax¢u¢a w wa � � w ATM wTmn s�o„w.cm a r ENERGY TESTWG AND RATING DONE BY- 0- M NEW YORK BUILDING TECHNOLOGY GROUP SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS M CL f r7 159 HIT 25A,BUILDING#I/SURE a TRUSS SIGNAGE ON-SITE BY OTHERS MILLER PLACE,NY 11764 z PHONE:631-495-0289 0 WHOLE HOUSE VENTILATION PER M1505-N1103.6 ACHEIVED WITH BATH FAN R.A, AND P.E. STAMP SEE WORKSHEET FOR CALCULATION+EL1(BATH0I)FOR LOCATION Cn `t O mp <r oO w� of NEb(/ cS Nz�N ~ NpMAs �y0 Q z 1 �. 'p I I ZD THESE DRAWINGS ARE DESIGNED TO BE USED o >FOR THE CONSTRUCTION OF FACTORY I Q�V' New York Q ¢ z r- o � BU LT HOUSING UNITS. THESE UNITS ARE DESIGNED IN - can z Ld ACCORDANCE WITH THE APPROVED SYSTEMS RP,VIew Or�I\/ o J wof z �80526 � PACKAGE AND THE APPLICABLE STATE w S o 0 ,oqo� NPR BUILDING CODES AS LISTED ABOVE ON THIS Date: 11/15/2022 owN� LT_Z��O ESSIO wo LO 0o<-wrn PAGE, z aQ wpNjzr— PFS Corporation oL'o��oLo oCO2Oljo 10-31-22 D.Feeney Bloomsburg, PA Z COVER PAGE SCALE:1/4•-r-0• THIS BURDING HAS BEEN 3WAL C/amER PAU F EXTRACTED FROM AN APPROVED SYSTEMS OR PER M000.APPROVAL w O#10981 MUCAT)RB�w°��gri°FAm�c�ras°Fn�rrre TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT: 2129.42 SQ. FT. / 150 = 14.20 SQ. FT. OF VENT REQUIRED ®a"En+AAT BEAM 7FE AW PERSON OA'� NISEACTOROF FH PLANs NAPPROVED a PUN HAS BEEN DERIVEDFROM E UNLESS THE P�D ACING TAB THE N0.N008-2022-OYS FCtPEUTION OATE7%oms,24.PAEFCH HAS NO7 SEEN OVAL 116.08 LN, FT. RIDGE VENT = 14.51 SQ. FT, OF VENT PROVIDED ORCIION OFALICB!®FNCfSBONAL BJOP�I MODIFIED IN My WAY. 232.17 LN. FT. VENTED SOFFIT 14.51 SQ. FT. OF VENT PROVIDED 2.THE ENERGY PUNS ARE IN COMPLIANCE WIN THE REQUIREMENTS OF LIE ENERGY O CONSERVARON CGNSTRNCTION CODE OF NEW YORK STATE Q O ^ �NNU aa�4 01 M 'O 10 � EGRESS WINDOWSa� Z.0 a �u r oa r���a o Hill I m or: tzIIITII IIITIIHH I t2 7 7 IE Z J O M Eu � ! ! r ♦ LLJ 36 36 c I � = N N N N t2 Q N N 7 0 a) o NMI .1 LLJ N Q I I 4 * * DE11 m W� . 1 DETI II I 1 Q rn �E() I I - m d� z I I Ox ry �•— I I LTr z U II � Z I f-rt n ffITIT1T 1T it fl n ° S p r muunnllllNnun w o Imnnnnunnnun I uluuunnunNun °- � c~n I Lu LLLLI:_L�LU111I 11 ¢ O m r, ------------- raz zCV F— In N PORCH ROOF BY Wi PORCH ROOF BY ICON (J POST,RANG AND 9AB POST,RAVING AND SLAB Z W NOT PROVIDED BY ICON NOT PROVIDED BY ICEN FRONT ELEVATION II z w w O > o INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE NE F— -CCz INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE O E'y Q FOR DESIGN AND INSTALLATION OF FOUNDATION ��PO VxOMAS 0 9 CD j N w cn ALL SIDING, SOFFIT, AND FASCIA w w 9w o Fo SUPPLIED AND INSTALLED ON-SITE n wo In = CD -0') A9FoNP�r z aZzQ Nw`V I­-- L�z �z � � Li CNOT PR0VDED BY ICON) J§i ZL� =Ln�chj 080526 op S%s •— FRONT ELEVATION SCALES 1/4'-T-W THIS BIDDING RAS BEEN St;HAL mDCR PACE R EXTRACTED FROM AN APPROVED SYS1ET15 OR PER MODEL PPPROVAL V�� /� �!I 0#10981 ZAD L9601#0 vit" W&ONdda 130M 8M 80 SN31SAS �3rd �a�murma m°�dr�meS"rx°"�n'���" allotiss3-1 .o-a-.VA a-ro� ^ 9Z5080 N011VA313 HV38 Co _ _ U_ OF CD C== �_g rm CNOOI J G CGCIIAONci ION) o coZ;�= N�zo z �I1S-NO CI 1-1b1SN1 C]Nb` CJ31�dd11S �^��o CD CINb II SOS �7NIQIS _17V C/)9 d ry r ---=-=,r-=-_-;- ---------X O ---------- --� TI. z "4 NOILVONI'M d0 NOILV11V1SN1 0NV NOIS30 80d I III III III I 0 m �N 40 3191SNUS3N SI 801OVa1NDO 311S S,Oallne 11,130200141 I III III III I N C ZO Oa 30V99 01 SS300V 30Nd 01 801OV81NOO 311S S,a3011n8 1N30N3d30N1 r D �I�NNa3°�� NOLLVAB�9 UVEMI o D =I M O II m z m 1 I NO31 AO MOMVd ION — C� I I SM OW DWr#N YSOd I � ——————_� ' I AS DON HOWd-- I,! 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I �z I 8 III I III I III I N Lv N LLJ 1 ¢ C14 00 CO 0 Cr II II � I I POST.RAWG AND DECK W I I I I NOT PROVIDED BY ICON p = I I ® • I I m YD II II w� � II II r r a o f I I I I 14P m a zM "z II II U II II I ffh--nZI I —=m n rr rrn Tr-rrn-n-n n rr n-rr-0 I r I III II II II I III II I III II II II II II 11 II II II II II II II II I I U I III II II II I III II I III II II II II II II II II II II II II II II I I W � O I III II II II I III II I'll III11111111111If11111111111111 N I L111111Ju I JE 1u IL EL U_L11LLL1111LLL111J 111111ILLLlI� I p ---f1 -------------y m U I p a>--oO w� -----------� P Z zNF- PORCH ROOF BY ICON I 1 1 U N POST.RAIUNG AND SLAB I I I z NOT PROVIDED BY IOEEI II Z II LLJ O > o RIGHT ELEVATION INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE C) a FOR DESIGN AND INSTALLATION OF FOUNDATION I I .f 0 W p w0f ZD CD ALL SIDING, SOFFIT, AND FA5CIA �OF NEGIr I J L 9(10 w oN o 5UPPLIED AND IN5TALLED ON-51T P� pMgs yO,A NLn LL w p = o o a-w(7) (NOT PROVIDED BY ICON) '� �N 'Q z a<-m ���-��Z� I LLI RIGHT ELEVATION SCALES 1/4'-T-T TH IS D FROM AN APPROVED SWAL J/OiDER i PAM k A9 480526 P��S SYSUENS OR PER MODEL APPROVAL 0#10981 E V ■ °FjEssl°N WARWO IT 6 A VIOLATION OF ARTICLE WS CF 71E Nm TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EGRESS WINDOWSW FOR ANY PERSON To ALTER ANY HAS BEEN DERIVED FROM A �� PLAN iFEES10114L ENGINEER N 20MODIFIED IN�1�2Y W-THIS AY DU@AO oniE B7h/2oz+N1 HAS N07 BEw� 11��11 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REGIMENTS OF THE ENERGY O Fi 45'-6" CONSERVATION CONS7RUC7ION CODE OF NEW YOM STATE O O *TEMPERATURE CONTROL VALVE TO BE INSTALLED TO ALL TUBS AND SHOWERS (NOT PROVIDED BY ICON) r__ ___ ___________________________________________________________________-----� *INDEPENDENT BUILDER IS RESPONSIBLE TO COMPLY WITH R312.2.1 (WINDOW SILLS) Q _ _ OF THE 2020 RCNYS (DONE ON-SITE IF APPLICABLE I I -WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN a+ Q* I I 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW -WHERE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUMS I I OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED ff�fl I I -OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A I 58_p• ( 0 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR ..U 16'-6" 21'-0" 18'-6" �p O 9'_3" (a�a w 93 ROUGH OPENING ONLY HEADER TO BE INSTALLED DOR NOT I ---_---- PROVIDED BY N 2.12 CEILING PERIMETER ( I ICON FWGBOBD IpI to _----_-- - -_ ROUGH OPENING �O ROUGH OPENING I --BOREnmr----- 9 2 I ( I I ONLY HEADER iRl SE INSTALLED I _I HEADER TO BE INSTALLED �'Y WINDOW NOT rc N I » I DOOR NOT IN&12 CETUNC PERIMETER I j IN 242 CE(NO PERIMETER PROVIDED BY V PROInMDED BY 3)31L56 I _LL7L__ FT1cBosG-_- •� M t 'a 05 2-4" 15'-7Yz° v I _ � In �lF ml � MN I III I I I III ROUGH OPEN WG 0 IIIt I C� I I III ONLY ICI p BEDROOM#5 iiiPROVIDED aY 170.57 SOFT.OF ROOM CON DINING ROOM 3.65 LIGHT REG'D I III • z33.s6 sD.Fr.of ROOM I I LIVING ROOM „� a b `I 6,82 VENT REG'O c to I I 18.89 LIGHT REID i 2856 56 VENLIGHT PROVO I rl f u z3&7e LIGHT PROVO C-G 80 g` a ���� j SUFROENT UGHT AID VENT PROVD ~ g I mI 4.72 VENT PROUD I , `at SUFFICIENT UGHT A140 VENT PROVO 6-0° Iy ----------------------------- - -- --- - 17�_gw 1 22,_4. Y3 ImI � � °N ON S--11 �FBz �bf-T z/s-a/o z/s-a/o 2/6-8/0 O_ � L � �p I g 3'_7p" 5'-10Yz° 5'-0"; F / ° (n w 0- Z _I ______------ I COMBINING LIVING ROOM AND FOYER e 'mac' I I�" � 1y, a ---- -------------- -----� �� sassoti�uc�HTorROM c 1 I �i i o w------F----T----1 ♦ r-I 2 " £' 27.52 VENT REGb 1 I 3'-6" I B36 I B33 I B36 I 31.8E LIGHT PROVO I I I �� 30.74 VENT PROVD I PAN WASHER 2WWAN 2nd 3TOiY w/ 3•B TM ADDL UGNT WILL BE REQb .L____1____J _- (2)3/4°SIIPPUES 01 c II •Q _______________ 2^DRAIN FROM _-_- - III ROUGH OPENING I •I �^ I I 'd 2nd STORY `*' ONLY I awlASd - va• zu '� WIIBIE RRE.VES ( ? ` III ae WINDOW NOT n iD B `g ,�TELLL, ih I a0 m Haas s iw : moo I 1 II I�g PROVIDED er KffCIiEN .m x t x z x a>a ew i`a7i 2'-8Y2" 3'-4" w 0�1=3•� v�I1III III1III1 I cI1L^_,``_D._-_�1iN..1I.iII._J_ �_0m--�T9r Mflr--_1T_-1__1k2__"____-____ � --+5/C- ---- �\N N FOR 42°WA CABINETS N2.5 BLOCKING INSTALLED o v NDUCWFOR RANGE HOOD INSTALLED AT 69 LLJTORK 2.6 BO=G INSTALLED AT5F_BASE CABINETS ____________________ co 00 GMT 3lc z- 11 2/8-8/0 2/6-8/0GYP 11 LABEL LOCATION FOR oof w 0Y g2'-1 UM13'B-AND'c p NC�fOg HOT I II-II TT II-z-- "v V_•o - 1-z'�9?�Ls -- O- O ` _-�-__I_._2 x 6_•,'- 'e Nm r`I P B'7O DATA PLATE,STATE I I I! ROUGH OPENING &FPS LABEL lCN.BD21- ONLY NOT SHEAR WALLA PROVIDED BY 7W.X24 ICONAz W3024 wzaaz w2442 SHA WALLIN FOUR mdmZ N W-4" -5,-0"' 2-0" S-15 BEDROOM#4 216.87 SOFT.OF ROOMF_ T_ BENCH&CURSES 7.3s cRG'oNOT RONDOBrr5?r ROLL 01 I I VENT REDD S GRAN FRO .tv BATH ifi M 51.5E LIGHT PROVO U _ d rn j+oRwoZnT � �r�>b O'_9 ) T 2$56 VENT PROUD F>- ORY(23/4 SUPPLIES I SUFFICIENT LIGHT AND VENT PROVO I I 101 pp M LANDM z Q o N I I laI g /s-B/o 13 6'-5'a" To '-53C o C) I ( W � NzNN�i— LJ_L�J-- Cj MUD ROOM a == I 308D I ===3wIDNIF z w 3'-0" 2'-p" rV 11 PORCH ROOF ICON ; ____�____� __ �NOMgg O ,-- Q Z FEADER 10 BE INSTALLED (3)M560 I Posr.RAl11NG AND SLAB I HEADER TO BE INSTALLED---(y�y,�* �` ,� J IN"2.12 CEILING PERNE7FR NOT PROVIDED BY ICON IN 2.12 CEILING PERIMETER 9'-5� 9'-5�" 8-0" I 6'-O)i" 9'-5 HE o ae'A.F.F.9_5 " * ��Q * O w LLJ18'-11J§" I 20'-1" I 1fi'-11J�" Z > N ----------- 5V-O" n W I I C11 mc3f O 0 r-------------7 I-W (n O J N70 NOTES; -------------� C? oo NLn wo o�tea'1. 2x6 EXTERIOR WALLS 16" O.C. �80526 !(,� a 2. 2x4 MARRIAGE WALLS 16" O.C. '�9 Pv °¢w o°'�o��oo wp 3. CEILING HEIGHTS: O� pa ZL_L_3_cn gcn o<-moo - 9'-0" CEILING HEIGHT 1st FLOOR DP RATINCY FOR ALL WINDOWS AND DOORS: - - 8'-0" CEILING HEIGHT 2nd FLOOR UP TO 4'-0" OF THE CORNER TO MEET A DP RATINGS OF +/-46 4. ANDERSEN 400 TILT WASH DOUBLE HUNG WINDOWS (NOT PROVIDED BY ICON) GREATER THAN 4'-d"FROM THE CORNER TO MEET A DP RATINGS OF +/-30 1ST STORY FLOOR PLAN 5. HEATING SYSTEM ON-SITE BY OTHERS 6. RAFTERS: ALL INTERIOR DOORS ON FIRST FLOOR ARE TO BE 5-0" TALL INS BUM NGHAS BEEN SMu,,ORDER, SCALE-1/4"-,'-W PAMf - 7/12 NON-STORAGE RAFTER @ 16" O.C. EXTRACTED F1T0N AN APPROVID - 30/12 NON-STORAGE RAFTER @ 16" O.C. HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA SYSTENSOR�APPROVAL ��1 7. 8 1/4" x s STAIR GEOMETRY ALL 1ST STORY FLOOR WINDOWS HEIR HGT TO BE @ 96" A.F.F. O#10981 8. 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ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT 1ST STORY ELECTRICAL PLAN INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. - SCALE:U4•-r-W THIS BNDINO HAS BEEN $FdAL�/ORDER/ PAGE k 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. EYSTEMSOF PER MODEL AOVID SYSTEMS WEDOR A DYA< E U 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) 0#10981 OF 11HE 50 # BOXES REQURED W�'�®A�AIPERSON19AC UMERTN� TO THE BEST OF MY KNOWLEDGE, DAS.. AND PROFESSIONAL JUDGEMENT: EMMTION LAW FOR ANY PEABON M ALTER ANY I.THIS FACTORY-MANUFAC7URE0 HObO:(FNH)PLAN HAS FPIIi DERIVm FROM h C70GlBlrTFM1T BEARS TIE EEAL OF A PRO�ANAL SnTFAI SE Q<NH PLANS APPROVED BY D.0.S,MANUFACTURER'S APPROVAL EiJdJ�l OF L 2NTHE M PRIG T SIONA Ul40INEE E NO.M006-2022-07A E)P�RATION DATE 7/28/2024,WNCH HAS NOT BEEN OfECf10N OFALICB!®PPI0FES90NAL E710tB3i MODFIED IN ANY WAY. ��11 2.THE ENERGY PLANS ARE IN CCNPMANCE WITH THE REGURENENTS OF ME ENERGY I! CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE Q O Q R- 0 FAN EXHAUST OUTLETS WILL BE THRU ROOF �M 0 v� ------------------------ VA I I Z --------------- IRI W --- ° _ ___ _ wP 0 01ou — -- I --- ____ ____ ____ 01 oa I s � � L I � L———————————————— to 111 —j III OWI hl•§il °I II I I I II II BEDROOM#3 BEDROOM#1 I m � I I I I I � I 2x6 I I O :2 w � "t W j , i I I CONDNUOUS W70LE NOUSE FAN/BATH CY _. i T i-FAN To PROWDED E0.45 4 a LIJ wYl f- \—_—_=_� i i 20 c u BATH W NTI rA ON""(PER�TABLE' ��y L -` .i -------------- I 1 ulsosagl)OF 2020 Rauh) Q, �u _ - IN BA1}i#3 i L MEI I PLR wT tR wr -J II I I ^� uDaa Lw i^ II I ® cxt GF1 I e r u l I I zs I I ------- '� N c\7 c\I Ir-------------------------------------�;--------, I ------- cv cv ----- --------------------- . r LLJ I I r � �I I' A1RC Cd OWT J I C-400 N OMIT1 .ri��1'��u'e", 1 j if 00 obi I I � OF EIN OOMAS y0 0 �Y Fu uNT I I AC` J gF— fl—� I --(1�,, j III � \� �� co IrV— I ZD ]�� A I I T 4,r III * Q Q rn > I o2 BEDROOM#2 �� BATH Z r I IIIIII ' 7 io 0 1 LOF ----- EO NP !per O F17 080526 --------- �m? z3C0V , FO— ss% a6 coZ W O > I I I > I I I O W N I I I Q Z L------1------J CIL w� LLJ m O _ (n —I ~W O J o0 Q wcZi L,n = (D o�w0) _z Zz wN ��L�i=�¢O Z IJi Ln C/Jo� p 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT 2ND STORY ELECTRICAL PLAN INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SCALE:1/,V-r-17 THIS EXTRACTED F HAS BEEN S4WAL A/ORDER P PAC[ 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. E%TRACS OFRON MODELAN APPROVAL O#10981 E L 2 3, ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) WAR&O rr B A VIOLATM OP ARFIOLE M OP TM NFS TO THE BEST OF'MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FCN ANY PERSON TO ALTER ANY T.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN OERIVFD FROM OOCIABRTNAT BEARS TM SM OF A ISiO�ONAL SYSTEM SET Or FMH PLANS APPROVED BY D.O.S,MANIFACTURER'S APPROVAL BTOf�i Lp.ESB THE PERSON B ACTNO ORDBE TIE NO.MOOS-2022-07&EYPRATION DATE 7/28/2024,N9CH HAS NOT BEEN ON[CIGN OF A LXUBM ,UL ENGINEER MOOF®IN ANY WAY. 2.THE ENERGY PLANS ARE IN COMPUANCE WITH THE REOIREMENTS OF THE ENERGY O 0 CONSERVATION CONSTRUCTION CODE OF NEW YOW STATE ♦•O �ooU ELECTRICAL LOAD CALCULATION FOR ON#10981 -NY0�s HOUSE SOFT: 4,259 0 ~ AIR CONDITIONING AND HEATaw AIR CONDITIONING: 0 WATTS 0 WATTS CENTRAL ELECTRIC SPACING HEATING: 0 WATTS (X 0.65) 0 WATTS lay W LESS THAN FOUR SEPARATELY CONTROLLED 0 WATTS (X 0.65) 0 WATTS V= ELECTRIC SPACE HEATING UNITS: 15 FOUR OR MORE SEPARATELY CONTROLLED 0 WATTS (X 0.45) 0 WATTS ®t�7a ELECTRIC SPACE HEATING UNITS: �ao ICI *NOTE: USE THE LARGER OF THE AIR CONDITIONING OR THE DIVERSIFIED DEMAND OF THE HEATING LOAD. owl OTHER LOADS m o g WATTS OR CIRCUIT WIRE VOLT-AMPS AMPACITY SIZE GENERAL LIGHTING: (4,259 x 3) 12,777 15A 14-2 SMALL APPLIANCES: (4 X 1,500) 6,000 20A 12-2 O LL RANGE: 1,500 20A 12-2 > L z DISHWASHER: 1,200 20A 12-2Of w GARBAGE DISPOSAL: 1,500 20A 12-2 WASHER: 1,500 20A 12-2 DRYER: 5,800 30A' 10-3 CV N FURNACE: 0 N/A N/A CIJ CCV WATER HEATER: 5,500 30A 10-3 c 35,777 w 0 J ate, m o�w a Q (m o� m IV� U FIRST 10kW OF OTHER LOADS @ 100%: = 10,000 o r REMAINDER OF OTHER LOADS @ 40%: (25,777 x 0.40) = 10,311 w AIR CONDITIONING OR HEAT FROM ABOVE: = 0 m o 0 TOTAL CALCULATED LOAD: : 20,311 � `zz� � REQUIRED SERVICE SIZE: (20,311 / 240) = 85 AMPS z INSTALLED PANEL SIZE: = 200 AMPS o Lu IlI W z Ll � to I Q of NE Y o� z cn SASZLw oN o *co * ZzNLn �zoo¢o wQ wa, �Ii rn Zr. r 0 G [C ZLJio= �I -)R 0 T_ _ < o to ELECTRICAL LOAD CALC 080526 �ti� SCALE 1/4•-T-O' AROFEssioNP� A< =SAL"�D`R' PAF` 0#10981 E LC THE FOUNDATION,OR ANY PART OF THE FOIRDATON,IS NOT PRONGED BY MARL THIS WARNIN0 IT 4 A VIOLATION OF ARTICLE 95CFTHE N7B TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT: FOMATION PUN IS FOR QYWSIONAL REFERENCE OILY. ALL FOUNDATION NOTES ARE EDUCATION LAW FCR ANY PERSON TO ALTER ANY I.THIS FACTORY-MANUFACTURED HOME(FUH)PUN HAS BEEN DERIVED FROM A FOR REFERENCE ONLY. IT IS THE DDEPEB?Dft RXDEA'S RESPONSIUM TO HIRE A ODCLIME F THAT BEARS THE SEAL OF A FROFE58DM L MIEd SET OF FUN PLANS APPROVED BY DA.S,YANAJFACTURER'S APPROVAL DCEfStU PROFETSO N.EN01ffit(PE')TO DESIGN,SUPERVISE THE COSTRVCTIOI CF. EIOI E$i WLSBS THE PERSON®ACTING I RIDER THE NO,MOO'-=-071 DPRATION DATE 7/28/2024,FHCH HAS NOT BEEN AND INSPECT ALL ASPECTS OF THE FOUNDATION PRIOR TD IRE ISTALLATON(SETTING) DI EMION OF A 1303N®FROFESSIOWL ENOI®i MOOFED IN ANY SAY. �M�-1 OF TIE MmDAR COMPOENTS FOUXATION WADS,FOOTINGS COWMTS PKRS, 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH HE REWNEYENIS BE 71E ENERGY C Fri STEEL BEAMS AND SLAB NEED TO BE DEMO AHD CONSTRUCTED TO MEET STARE _ ANO/OR LOCAL BUNNNG CODES USING DUM SOIL ANALYSIS. IT IS THE INDEPENDENT CONSERVATION COMUTION CODE OF NEW YOIM STATE /�t-0 N U BAOERS RESP0N98ILDY TO INSTALL THE SAL PLATE AND TERMITESHIELD.TSHIELD. ^Q�j ON ASSUMES NO RESPONSIBNTY FOR ERRORS IN THE CONSTRUCTION OF THE O~ -4FQRDATIO. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIHFD(AGAINST �'y/ THE FINAL SERIAL NUMSERE➢FLOOR FUN'INDEPENDENT BUIIDM COPY)BY T+7 414 V INDEPENDENT BUILDER AND ITS PE PRIOR TO FOMATON COSTRUCRON. THE a a 4 RAB'DIOENT BURDEN RUST CONTACT ICON OTH ANY DISCREPAIgES PRIOR TO t- IRE START OF COSTR BOI OF THE MODULAR COMP(NEDIM d O(^ EM��Aj�10 Q al�vvO %R H � � ICI w z >o 'U= 0 boa 0 TIE-DOM SCHEDULE ONSETIE N Mark 7NibmblTi Fa Suesco dTb-Dom ormm"want Q eLLWPMTTAVM 9 (� Yx.Cgzxa OFI5dCCaFAWTAL90 rO.tL a (7)ROWS�1m191MOMIUASOr0.a Yam' td'-o' Yam' Q 8,4881bT Mw.M2xewN1STMOOFAMENTOOEn0EEW -0• 8'-6' 5'-0• 1)tA' 3'-0' X-I)f' 8'-6' 3•-I)¢' 3'-0' 1}i 4'-31(p 9'-11%' 4'-3)(e 7"" � N (7)ROW80F1tl COWONNAlBOr0.a m J 'g' I8'-01ra ~ B'LL ffn I1 FPZTE) 1.1 1,8551bf urLE-02zewAu.muelvAWFENToaeTHeRva C-0ROw9 OP tmCOIMIDNILLLsOraa n0 PLF (1-LID 7A1�} ux.(>) VIAUIRICSFAfIIENTVOEIIERWI •' 5)$• V --------- ----- d1RrnMaDPtm7xtroNNATeOraa 6'- A) 1 r___________ _ _ ___� b --� I FOINDAnaN wut I 1 1 1 n 1-1 S,SO61bf O)L(3)2XaIVMLSNIODFA81FNT0@DIERW ai Su PLATE ----- ------53 PLF --- --- (4R=OFImC01MONNAUQr0.c >; 1 •• 1,053 PLF j 1 -t' 053 PLF O LL I (--- -- ----- ---- -----J L__ I J � Q ------------------------- ---1 I N L'i 0 Z aYPHONIDU16ECm8 I ';DIA..Ir ANCHOR Ba1Ti •Mn:(=R4l PlAC1ERS OR EWAL PEOVWED 0 10'-C A 4a B�60m NUN.(712XISIBMWALLmLCSFASTBIl0aa1HERW I I D.C.WHEN BACt EXCEWS i-W IN ROOIT(SEE 39-63§' ly LL CURE WTIORITY FOAL LOCAL IiEpWAEMENTS) O-. w lD ROYYaOP,mCOFMON NNIBOr0.a I I CONCRETE roonuc I I I I I O BIt/SON f11FAFflw T I I 3' RT! 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I I W O O aNLLSn FAT" 2S 4,8816TT wLlazxawALLanmvAaTTDITnOETHErAMI (D TOWS CF1m COA M MFONW308 1 1 r�� ¢ N Q o p Ie/L(2)2XeWALLSTTOMSOMMAILOIDW HERMB I I I-__ I COILED MOUNT 3T4rg' w 4,6811bTCID -7 SMOKE DETECTOR (>1 HT0/YS OPtm CaMMONNAEeOraa 31Me I 1 I-Z zN r-----1 INSTALLED BY OTHERS I GfT vN xDl(3)2 Rmmcp MLSRCSFABT@ITaCE7FRM a I �- TTwgoF,M7CDMMlaxxxtaOlraa - ----+L--TI I i z Z I I I I 13�•'SI-1-)i I'-a,( - 9•-11%' IrI_ I-I 3---6- I_ 8'--0-' - , -8'-OM• --II- - Oa __________ .________- Q>�QLJ Q 053 PL r---- O LLJ 2 3'-7%- 1170 PLF1n0 PLF hk1- -------------- -------------- —z 00 �-1a % wOLC O O OGzw� z6�wz sfl-4 F- Z M U O 0 0 O FOUNDATION PLAN SCALE=1/4' T-0' THIS BUILDING HAS BEEN SUMAL//am/ PAM R EKTRACTEO FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL d— 0#10981 FN WARIM IT 6 A VIOLATION OF ARnmE 1450E THE ws TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY F'ERsoN TO ALTER ANY I,THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT E THE BEAL OF A PROFESBK>NAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ENME IR UNLESS THE PEA E AC'Two woo THE NO.M005-2022-071 EXPIRATION DATE 7/28/2024,WHICH HAS NOT BEEN DIRECTION OF A LICENSW PROfESSICINAL ENGINEER MODIFIED IN ANY WAY. O 2.THE ENERGY PLANS ARE IN COMPUANCE WITH THE REQUIREMENTS OF THE ENERGY F•O • CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. n !V V aaM4ICA �O I�I W O U= a J oa �oa w o �a m o g OF NEGV ��Q•�NOMgcc s RyO� Q Lw z iz LU m CN N 2.6 SP#2 12 A 080526 LLJ a-o �' 9�FESSIONP� cow\ C4 6' s• �9%s• W C) m w� M h a Q rn �Ln se " m CL z� �`— ea, O � 'N 3 0• LLI in 5'-8 3/4' IO'-0• 5'-8 3/4' 0- F- � � N 2xIO SP#2 2x10 SP#2 2.10 SP#2 m 30 w �Z NCV F— t0 Z L'J to =D IV-9' 10'-O• t4'-9' Q > t•SPACE 1'SPACE O LJ J w 7/12 - 36-8" WIDE - 20#GSL - 16" O.C. In TO NON-STORAGE (FIELD) RAFTER ~w D J z�NN �zCrJ�O Qw� z�L�zC7�z� ZL.L¢r���U7o��O X-8" 7/12 FIELD RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED V�S��SO�NVAL " NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. � 0#10981 TR1 WARNINartISAVlCLATIM or-ARTICLE 95OF THE NYS TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: EDUCATION LAW FOR ANY F'ERBON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A OOCIR.ENT THAT BEARS THE BEAL OF A PR�ONAL SYSTEM SET OF FMH PLANS APPROVED BY D.0 S. MANUFACTURER'S APPROVAL CONNECTION: A-2 I3� HE UNLESS T PERSON IS AOTNQ UNDER THE NO.M006-2022-073.E)PIRATION DATE 7/28/2024.WWCH HAS NOT BEEN CONNECTION: A-1 DMTION OF A LICENSED Pp�BpµgL ENGNBSi MODIFIED IN ANY WAY. O 0 �-" 2.THE ENERGY PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY O 1 1/2" X 26GA. STRAP 0 16" O.C. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 0-1 N(� W/2-80 NAILS EACH END USE 4-16D NAIL INTO END O.., � OR GRAIN EACH END py Q 7=b W/2-16GA. STAPLES EACH END i AND CONNECTION: B-1 a`� Q USE IOD NAILS 0 10 ." O.C. THROUGH PLATES USE 9-8D NAILS THROUGH SHEATHING """ M.e�n R �-� OR a IS USE 14-16GA. STAPLES THROUGH SHEATHING U c —CONNECTION: B 2 CONNECTION: C USE 2-16D NAILS TOENAILED EACH END AND USE 7-100 NAILS EACH END USE 10D NAILS 0 12" O.C. THROUGH PLATES z v CONNECTION: D a10 CONNECTION: F r a '\ 1 1/2" X 26GA. STRAP OMNI USE 1-3/8" BOLT PLUS '�� �� W/4-81) NAILS EACH END 2-81) NAILS PER GUSSET EACH SIDE - OR OR W/3-16GA. STAPLES EACH END 3-16GA. STAPLES PER GUSSET EACH SIDE m o 1 � 5-8D NAILS PER GUSSET EACH SIDE OR \ / 7-16GA. STAPLES PER GUSSET EACH SIDE b :2 w J U5 Lil Z CONNECTION: A-1/2 w t > CONNECTION: E w 1 1/2" X 26GA. STRAP CONNECTION: C W/3-8D NAILS EACH END i 12 ----' OR �7 W/2-i6GA. STAPLES EACH END C14 CIA 2-16d NAILS THOUGH i ¢ N 00 � CONNECTION: B-1/2 0 \ � CONNECTION: G BRACING INTO EACH COLLAR TIE f CONNECTION: E-2 -_.\,\ USE 16DCKAIL THROUGH -__�\ 00 I t \\ L� % CONNECTION: D-2 4-16D NAILS THROUGH BEAM INTO BOTTOM CHORD p USE 3-16D NAIL THRCUGH 1 AND CHORD BLOCK \ .� I 1 1/2" X 260A. STRAP t i �" ' .\ co of W/3-8D NAILS EACH END IM OR Z N ' W/3-16GA. STAPLES EACH END w �' m air 2-16d NAILS THOUGH z U BRACING INTO EACH KNEE WALL STUD zo o z r CONNECTION: F v \ z LLJ m p CONNECTION: G \I o i� \, ¢ o v) o UPLIFT CONNECTION UPLIFT CONNECTION U UPLIFT CONNECTION UPLIFT CONNECTIONS z I17 UPLIFT CONNECTIONS i!\ 1 1/2" X 26GA. STRAP "' LLJ z 1 1/2" X 26GA. STRAP W/2-81) NAILS EACH END o > W/2-8D NAILS EACH END 11 OR I- ¢ Z -T- OR �. i%� W/2-16GA. STAPLES EACH END of NEyy o w W/2-16GA. STAPLES EACH END P� Nom s Y°,p wz z 7/12 - 36'-8" WIDE - 20#GSL - 16" O.C. *��.�� ��� 25w o NON-STORAGE (FIELD) RAFTER W z�NC z� n ¢w 6i :D U- z� �U u')EE=R&to U cJ O 080526 � V 7/12 FIELD RAFTER CONNECTIONS R°FFss►oNP WRACTEO FROM AN APPROVED YPoAI J/OW PAGE x THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 6YSWJS OR FER MODEL APPROVAL NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#10981 TR2 WARniftRISAMATIONOFAFncxEus°FnHsNye TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. EDUCATION LAW FOR ANY PE:R30N TO ALTER ANY I.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCIR.ENT THAT SEALTHE -OF A PROf�ONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL MINEER,tRUM THE PERSON 18 ACTWO URVER THE NO.MOOR-2022-073.EXPIRATION DATE 7/28/2024,WHICH HAS NOT BEEN DFECnON OF A LICENSW PROFEWONAL E7*WgEER MODIFIED IN ANY WAY. O 0 2.THE ENERGY PLANS ARE IN COMPLIANCE NTH THE REQUIREMENTS OF THE ENERGY O CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE N U 0-4 4 en ul 0 ra Z ICI W 0 U. 0 u 0a oa L cn aN c � J C7] � 0 � Z J O W J (n W d Z_ Of d W IY OF INS Y c 2.6 � � �P 00 tix �z 2.6 SP#2. 12 * .,`O * W CIA\ N \ B-0' �7 f- Q N OO N 00 CT W CD %g 080526 AA asp 9�Pessl NP m o w> fi aLo 7 7s m or7 O mNm 0f 5'-B 3/4' f0'-0' 6-8 3/4" n- V) N Q O 200 SP12 200 SP`2 2X10 SP12 3-O. 0 4 J-00 w NZ gN I D' ri z ZD W (n 14'-9' Z LLJ I'SPACE P SPACE Q z 36-8 (D w 7/12 - 36-8" WIDE - 20#GSL - 16" O.C. 9� o NON-STORAGE (En) RAFTER �_ u _uj CD 00 o� � 15- Oz•-�rn wQ '�wT� ��LWi,�zCD ZD Z u-U-) C5.8 36'-8" 7/12 END RAFTER THIS BUSDING NAS BEEN EXTRACTED MM AN APPROVED SM&j/am+ PAZ R THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SnI MS OR PER MODEL APPROVAL NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. im 0#10981 TR3 WARNFO IT IS AVIOLATION of ARTKxE gs OF THE NYs TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: EI=ATION LAW FOR ANY PERSON TO ALTER ANY I.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCU.ENF THAT BEARS THE BEAL OF A PROFESSIONAL SYSTEMSET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL CONNECTION: A-2 ENONE13I,UNLESS THE PERSON IB ACTNO UNDER THE NO.M00S-2022-073.EXPIRATION DATE 7/28/2024,WHICH HAS NOT BEEN CONNECTION: A-1 DFEOTMN OP A LICENSED PROFI W04AL BVOAff$i MODIFIED IN ANY WAY. O 0 2.THE ENERGY PLANS ARE INCOMPLIANCE WITH THE REQUIREMENTS OF THE ENERGY / ` \ 1 1/2" X 26GA. STRAP 0 16" O.C. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE n N V W/3-8D NAILS EACH END / USE 3-16D NAIL INTO END O,., N OR GRAIN EACH END Q' r•l�" - W/2-16GA, STAPLES EACH END AND/ USE 10D NAILS @ 8" O.C. CONNECTION: B-1 P4^M THROUGH PLATES _ USE 14-8D NAILS THROUGH SHEATHING O in OR USE 20-160A. STAPLES THROUGH SHEATHING y Wz y�;fUy CONNECTION: C _ CONNECTION: B-2 ._•~ l USE 2-16D NAILS TOENAILED EACH END j f `• USE 10-10D NAILS EACH END AND Lam,o USE 10D NAILS 0 10" O.C. THROUGH PLATES Ir i4_ V� 014 � CONNECTION: D W o CONNECTION: F I-1 N -USE 1-3 8" BOLT PLUS ` I 1 1/2" X 26GA. STRAP / W/5-8D NAILS EACH END 5-8D NAILS PER GUSSET EACH SIDE OR - OR W/5-16GA. STAPLES EACH END 7-16GA. STAPLES PER GUSSET EACH SIDE m O 7-8D NAILS PER GUSSET EACH SIDE •�''�" OR 11-16GA. STAPLES PER GUSSET EACH SIDE � O M w -I CONNECTION: A-1/2 `\ w CONNECTION: E M F N 1 1/2" X 26GA. STRAP '��'OO AS CONNECTION: C ~ ' �• , W/2-8D NAILS EACH END .�P (N ,c j 12 OR �Q �Cn �7 W/2-16GA. STAPLES EACH END * a \ 2-16d NAILS THOUGH CONNECTION: G CONNECTION: B-1/2 BRACING INTO EACH COLLAR TIE CONNECTION: E-2 n W / �\ \ ' / - •\\ USE 2-16D NAIL THROUGH -•�� ~�\ ((T CHORD BLOCK T 4-16D NAILS THROUGH BEAM INTO BOTTOM CHORD CONNECTION: D-2 11 USE 4-10 NAIL THROUGH ''� 080526 9 P AND CHORD BLOCK N ,'� '� 1 1/2" X 260A. STRAP O N W/5-8D NAILS EACH END Vl o �ESS�O \ OR z N 'Q rn NLn - W/5-16GA. STAPLES EACH END j m a _2 2-16d NAILS THOUGH z w U N BRACING INTO EACH KNEE WALL STUD zo zo z r CONNECTION: F v w UU � z w O !"~ CONNECTION: G �' \` o i EL c� c~j> L O / � •\--- \ Q Q�oO W \` PLIFT CONNECTION UPLIFT CONNECTION U 1 Nz Nam ~ UPLIFT CONNECTION UPLIFT CONNECTIONS - UPLIFT CONNECTION z w UPLIFT CONNECTIONS i -�~� 1 1/2" X 26GA. STRAP UPLIFT CONNECTIONS z w 1 1/2" X 26GA. STRAP jW/2-81) NAILS EACH END / 1 1/2" X 26GA. STRAP ¢ Z W/2-80 NAILS EACH END I OR % W/2-81) NAILS EACH END Q OR J! W/2-16GA. STAPLES EACH END OR o L W i W 2-16GA. STAPLES EACH END TW/2-16GA. STAPLES EACH END / z 7/12 - 36'-8" WIDE - 20#GSL - 16" O.C. me CD -w CD J CO NON-STORAGE (END) RAFTER ~ _m< wQw� ��I��0MCD Zu ¢�-�jO VN pO JO 7/12 END RAFTER CONNECTIONS THIS BUMM HAS BEEN EXTRACTD FROM AN E APPROYID �'LL//am 7 FALL k THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SYSTEMS OR PER MODEI.AR MAL NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#10981 TR4 WARNN0 IT 6A VKDLATION OF ARTXXE T45 OF THE NYB TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EMATON LAW FOR ANY P838CN TO ALTER ANY 1.THIS FACTORY—MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT WFAM TFE BEAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S..MANUFACTURER'S APPROVAL BIOF'EER INLBEIS T11E PEMCIN 19 ACTNO MIER THE NO.MOOS-2022-07ZL EXPIRATION DATE 7/28/2024.WICH HAS NOT BEEN DICTION OF A LICBSW PRomsmiAL ENOmEr;t MODIFIED IN ANY WAY. 2 THE ENERGY PLANS ARE Ia COMPLIANCE WTH THE REQUIREMENTS OF THE ENERGY • CONSERVATION CONSTRUCTION COVE OF NEW YORK STATE. 9 0o pp N U 'T CV aan4� 7; v%n0 C¢/¢VlriVjy�jz�,,�Oii yet�„� W w Isi W Z0 �� a 26 SP02 °0..44 12 2'-9" —�, N t�X*G sa OR, III CEP 1� o N N cl- 2a6 SPFe2 2x6 zits - m J � g 24 SP/2 Z J cc: w 12 12 I j CL `L Z w � LLL w P M 0 36 36 i co pF N Y N cNpMAS Oco Co •Q 00 m cr n W w _ N M ::D m W> p 08052E zXs zxs 9�PESSI m U_ Z � oO a- N Q o O 10' � ar 21'-0' 10' N Z ACV F— U Z w C0 Z Z w O > 7/12 - 15'-9 %"" WIDE - 20#GSL - 16" O.C. CDg �w o Wow Z NON-STORAGE RAFTER m cj�� o co Y �W O JFo w0 = O o<— ZQw� z00¢O �m zT O No-JO 15'-9 3/8" 7/12 RAFTER THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED amAC� M�PROVED PA�� NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 7m A�ROYAL 0#10981 TR5 WARmmIrsA VIOLATION Or:ARTICLE m5or7wNye TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT: CONNECTION: A—2 CONNECTION: A—1 EDUCATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FNH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT TFE BEN.OF A PHIAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL ElNoffEK UNLESS THE POISON 6 A=W UNDER THE NO.MODE-2022-073.EYPIRATION DATE 7/28/2024,WHICH HAS NOT BEEN D�TION OF A LICENSED t3♦�� MODIFIED IN ANY WAY. , - 2.THE ENERGY PLANS ARE IN COMPLIANCE,NTH THE REOUREMENTS OF THE ENERGY 1 1/2" X 26GA. STRAP @ 16" O.C. j \ USE 2-16D NAIL INTO END CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ono iy p U �/-W/2-8D NAILS EACH END ! GRAIN EACH END p 4 OR / AND p4 a } W/2-16GA. STAPLES EACH END `. , USE 10D NAILS @ 15" O.C. a �M THROUGH PLATES p y c CONNECTION: Boo i USE 6-10D NAILS EACH END a w i CONNECTION: C CONNECTION: A-1/2 / IN W ------ >o USE 4-10D NAILS EACH END ! CONNECTION: B-1/2 u I U '- UPLIFT CONNECTIONS ` ®�ma 12 0 7 - 1 1/2" X 26GA. STRAP a W/2-8D NAILS EACH END owl I§i 8 �- OR CONNEC 2-16d NAILS THOUGH W/2-16GA. STAPLES EACH END TION: C �' BRACING INTO EACH BOTTOM CHORD UPLIFT CONNECTION !UPLIFT CONNECTION Z J _o :2 w J 12 N Lil n- Z W Of 36 or- NE Y04N �P (NOMAS 0 rn Lu o 080526 �tv W> A9�FES SI ONP m a � c� z r o (; o� Q N o m �>--&D N Z zCV H U Z_ w Tn Z a 7/12 — 15'-9 3/8" 'WIDE — 20#GSL — 16" O.C. CDw NON—STORAGE RAFTER ouj mcn o 0 m� cn J wo Ln CD � z< �zC' w�oo'>_CD =D 11 _u_oa r-�(n o(n of o 7/12 RAFTER CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED E�7ITRAC�MOM AN A�PPROVTO sMa M)a: PAMf: SYSNO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. ,a AFFRDYAL 0#10981 TRC WARNM IT IS A VICI ATION OF ARTICLE 1480F THE NY'8 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT., EDUCATION LAW FOR ANY PERSON TO ALTER ANY 1.THIS FACTORY-MANUFACTUREO HOME(FMH)PLAN HAS BEEN DERIVED FROM A DOCUMENT THAT BEARS TFf DEAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D.O.S.,MANUFACTURER'S APPROVAL Tom'U NLE88 TFiE PERSON E ACTNO IADO THE NO.MOOS-2022-073.EXPIRATION DATE 7/28/2024.WHICH HAS NOT BEEN DFEOTION OF A LICENSED PROFESSIONAL E NOINEEIR MODIFIED IN ANY WAY. G 0 2.THE ENERGY PLANS ARE 01 COMPLIANCE WITH THE REOURNENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 9 00 9 N U o4d��01-4 to PORCH ROOF DETAIL 3-16D NAILS px, R602.3(1) 3-101) NAILS R602.3(1) 12 Z 2X6 SPF#2 R602,3 1 7 V 1 ll dO <p 5-16D NAILS R802.5.1(9) a N 2X8 SPF#2 R802.4(1) > m --i o g H2.5A H2.5A 131# UPLIFT 2x8 SPF#2 8'-0"" WIDE — 7 12 — 20 SNOW 2x8 SPF#2 PORCH HEADER # PORCH HEADER 8'-0„ o ];Ew � w � z w d > IN ESF BOO ASW�0 w cli I N 4 00 m n F W w al- � 8052 �li� m w> 3-16D NAILS 0 6 R602.3(1) A9 P�' ¢ �FESSION m N� P U 6 R802.5. (9)NAILS SpF R$p2g1� 12 0 2y 6 5 a Q cn o Q o m 2X8 SPF#2 R802.4(1) Nz 2QI-- U H2.5A 2.5A z w 131# UPLIFT cn z 2x8 SPF#2 5'-0"" WIDE — 5 12 — 20 SNOW 2x8 SPF#2 0 > PORCH HEADER PORCH HEADER r= ¢ Z J 5'-0T) CD w W Z �w p oof z o mcf CD J �w w o0 2z N 7�' ~ Qzo p ii< ::D LL��zT Ln C/7o-m-U PORCH ROOF DETAILS THIS BUILDING HAS BEEN SERIAL�/ORDER T PALE k EXTRACTED FROM AN APPRM SiSIENS OR PER MODEL APPROVAL TR7 9 O#10981 WAPINDOrr15AVIOLAT N°FARTI<LEw°FTFEWO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: EJVOATION LAW FRIH ANY PERSON TO ALTER ANY 1.THUS FACTORY-NANUFACNRED NOME(NH)PLAN HAS BEEN DERIVED FROM A DOCUMIEWTFNT BEA1E THE f£1L OF A PROFEBMNAL SYSTEM SET OF FUN PLANS APPROVED BY D.OS,MANUFACTURER'S APPROVAL ENONEIR UNLESS THE PERSON E ACM UNDER THE Na MW-2022-D7&E1FIRATION DATE 7/28/2D24,AHCH HAS N07 BEEN OIECI�N OF A UC8N®FRCFEE30NAL E N011o i NODFD IN ANY WAY. ��•-•11 2.THE ENERGY PLANS ARE IN COMPLIANCE VUTH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YON STATE N N U �at-4� 2X6 RIDGE BOARD c INTO �M� RIDGE EENT NSTHIA NGGDLE Oin C A<P ,NOMAS 0 Ao Cr ui ARCH ASPHALT SHINGLES m I1 , Lu OVER 15#FELT PAPER(MIN) REFER TO RAFTER CALL UA11ONS FLIP RAFTER/TRUSS EXTENSIONS 2 Z ON 7/I6'W.S.P.OR BETTER tp �(AJ REFERENCE PAGE TR1 OF SET FOR , OA� 080526 ZP�� SPACING AND SPECIFICATIONS �FES S1ON U 0 KF7" YRY M V 0 a I " f FIXED OR FLIP EAVE OVERHANG '„�r~n ALL WIDTHS-ALL PITCHES §I Q ALUM. DRIP EDGE TO RAFTER CALORAl10NS R RAFTER CALCULATIONS 10 RA 1/2x6 SUB.W/ALUM.FASCIA OR ix6 CEDAR FASCIA VENTED SOFFIT R-30 INSULATION W/VAPOR BARRIER NT3 0 m DBL 2X6 TOP PRATE,STUD GRADE W/R-21 INSULATION ABOVE 6/8°TYPE'X°GYPSUM R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER 7/16'OSB SHEATHING 2X6 SPF STUD GRADE ®16'O.C. 1/8'THERM-O-PLY OR BETTER EXTERIOR FINISH OVER AIR INFILTRATION 1/8'THERN-O-PLY OR BETTER-'- WIRR14LE WALL SHEATHING OPTIONAL 1/2'DRYWALL HARRIER OVER 7/16°AGENCY RATED SHTC ON-SITE VINYL SIDING �i MARRIAGE WALL SHEATHING OPTIONAL PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER' Z 1/2'DRYWALL PER THE 2009/2012 IRC O M LJ 1/2'DRYWALL w (Z Z 2X4 SPF#2 10 16'OC 5' cy- 2X4 SPF#2®16'OC W/DBL TOP PRATE d. W � W/OBL TOP PLATE 3/4'T&G O.S.B. 3/4'T&G OS.B. (GLUED&NAILED) (GLUED&NAILED) DBL.2x10 SPF 12 FLOOR PERIMETER 2X70 SPF$2 0 16'O.C.FLOOR JOIST 2XIO SPF Q2® 16'O.C.FLOOR JOIST 2X10 SPF#2 0 16-O.C. FLOOR JOIST DBL 2X6 SPF 12 FLAT/FLAT _________ _________________ ____ _____________________ DBE_2xi2 SPF{2 CEILING PERIMETER N OV 2X6 SPF 2®1 fi O.C.CEILING JOIST 2%6 SPF 2® 16'O.C. CEIIJtJG JOIST 2%6 SPF 2® 16°O.C. CQLING JOIST LLJ \\ � R-21 PERIMETER INSULATION GER 2x2 LEDGER DBL 2X6 TOP PLATE,STUD GRADE Q N co co 2x2 LED C 4 -� N 5/8'TYPE'X'GYPSUM R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER \ \ 7/16'OSB SHEATHING c m 2X6 SPF STUD GRADE ®16,O.C. I/8'THERM-0-PLY OR BETTER L 2 DRYWALL EXTERIOR FINISH OVER AIR WFILTRATIOSHTG N LLJ BARRIER OVER 7/16'AGENCY RAIID MARRIAGE WALL SHEATHING OPTIONAL / p J = 1/8'THERM-O-PLY OR BETTER PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER" MARRIAGE WALL SHEATHING OPTIONAL 1/27 DRYWALL PER THE 2009/2012 IRO ON-SITE VINYL SIDING I m wj 2X4 SPF Q2 0 16'OC 1/2'DRYWALL d W/OBL TOP PLATE Q NLC7 o� m d z 2%4 SPF#2®16'OC O Tv *— GRADE TO SILL PER W/DBL TOP PLATE DBL.CAULKING BEAD ENTIRE PERIMETER OF EXT.WALLS LOCAL.REQUIREMENTS 3/4'T&G O.S.B. 3/4'T&G O.S.B. DOUBLE PERIMETER BAND TOE RATTED TO SILL PLATE O '(;� � (GLUED&NAILED) (GLUED&NAMED) WITH 16d NAILS 0 6'O.C.ON-SITE BY BUILDER. U m O EXTERIOR SHEATHING FASTENED OVER SILL PLATE& Ljj TOP OF SILL PLATE MODULE SEAM WITH(1)ROW OF 10d NAILS 0 8'OC ¢ cl) 2X10 SPF J2 0 16'O.C. FLOOR JOIST 2X10 SPF#2® 16"O.C.FLOOR JOISTS ZX10 SPF#2® 16-O.C.FLOOR JOIST ON EACH SIDE OF SEAM BY BUILDER. Q o PLATE SEAL AS REO'D BY LOCAL OR STATE CODES. m '' O R-19 MSULATION W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL GRADE NZ�N ~ (FIELD SUPPLIED AND INSTALLED) 2x2 LEDGER 2x2 LEDGER CU :•.. OR JOIST HANGERS OR JOIST HANGERS Z (4)2X10 SPF#2 FLOOR GIRDER (4)2X10 SPF#2 FLOOR GIRDER ANCHOR BOLT OR MIN APPROVED FASTENER — w BOLTED WRH I/2'THROUGH BOLTS BOLTED WITH 1/2'THROUGH BOLTS I I Z Mil B 4'OC ON-SNE BY OTHERS 3/8 X6'x9'R 4'OC ON-SITE BY OTHERS 3/B'X6%9'MIN STEEL PLATE STEEL PLATE W O o cl� ¢ a tL a STEEL SUPPORT COLUMN(SIZED BY OTHERS) STEEL SUPPORT COLUMN(SIZED BY OTHERS) (/") O L J w y SEE FOUNDATION PLAN FOR SPACING SEE FOUNDATION PLAN FOR SPACING O Z N FOUNDATION WALL.FOOTINGS,DRAINAGE,ETC '�y w p DESIGNED BY BUILDER PER LOCAL CODES '•', AND LOCAL SOIL CONDITIONS 3 1/2-MIN.CONCRETE FLOOR >G 9 O � LLJm zLd 00 momt� w LC� O O o a)4• .i z zZ NN F— Li zOp¢O REBAR MAY 8E REQUIRED LOLLY COLUMN/FOOTING z O (PENDING SOIL CONDIDONS) VAPOR BARRIER 6 MIL 2"MAX.DIA GRAVEL MIN.4'THICK 7 12 CROSS SECTION COMPACTED AND LEVELED OFF POLYVAPOR BARRIER, (OR PREVIOUSLY UNDISTURBED) OVER(AYED 12'AT SEAMS SCALE:'/4'-T-07 THIS BUHDING HAS BEEN SEPAL//aw A PACE R Ex1RACH FROM AN APPROVED OM OR PER MODEL APPROVAL S E 1 O#10981 WARWOrr6AVMATIONOr•ARn=W5OFIMNTO TO THE BEST OF MY KNOWLEDGE.BEUEF AND PROFESSIONAL JUDGEMENT: F=ATION LAW FOR ANY PAN 70 ALM ANY I.THIS FAMY-DANUFACTURED HOME(MI)PLAN HAS BEEN DERIVED FROM A DOC1AENr7WT BEAM THE SEAL OF A PROFES30MAL SYSTEM SET OF FMH PLANS APPROVED BY DAS,MANUFACTURER'S APPROVAL BJOFMI LTi.@7871E PEIWN 6ACM LWO TFE N0 M006-2022-073.EJPRATION DATE 7/28/2024,81FCH HAS NOT BEEN N DIIIEW OF AL.ICJ FiS9 ENGINEER M66F®IN ANYWAY. �1 2.THE ENERGY PLANS ARE DJ CONPIJANCE IMTN THE REOUREMENTS OF Tiff ENERGY Qy CONSERVA17ON CONSTRUCTION CODE OF NEW YM STATE Q 0 pr-AC4u 2X6 RIDGE BOARD cl 0^+cn,.4�•! RIDGE VENT&SHINGLE a 04 n e}V cn Q CAPS FIELD INSTALLED �! OF NE Y C ARCH ASPHALT SHINGLES Q`V SOMAS 0 O in OVER 15 FELT PAPER(MIN) ON 7/16"W.S.P. OR BETTER *co * yy o yF cc REFERENCE PAGE TR5 OF SET FOR ° 12 r Q { A F�,004 aw SPACING AND SPECIFICATIONS 7 m ; LIU N � I M 08052ro �li� lAl W A9�FFsstoNP� Z>4 REFER TO RAFTER CALCULATIONS vr,_ 5/8"TYPE"X"SHEETROCK DBL 2X6 TOP PLATE, STUD GRADE . 51 12 R-32.3 HIGH DENSITY INSULATION W/VAPOR BARRIER f a R-30 INSULATION W/VAPOR BARRIER W/R-21 INSULATION ABOVE 7/16"OSB OR 1/2" PLYWOOD SHEATHING W o ARCH ASPHALT SHINGLES 2X12 SPF STUD GRADE 0 16"O.C.36 OVER 15# FELT PAPER (MIN) EXTERIOR FINISH OVER AIR INFILTRATION 1� ICI ON 7/16"W.S.P.OR BETTER BARRIER OVER 7/16"AGENCY RATED SHTG PAPER ON EXTERIOR OF THE HOUSE"WATER RESISTIVE BARRIER" PER THE 2020 RCNYS r g a cn 1/2"DRYWALL m 0 g 4) 2X6 SPF STUD GRADE 314"T&G O.S.B. (GLUED &NAILED) DBL 2x10 SPF#2 FLOOR PERIMETER m Z J DBL 2X6 SPF#2 FLAT/FLAT � LLJ Q DBL 202 SPF#2 CEILING PERIMETER LLJ a j W R-21 PEP METER INSULATION 5/8"TYPE'X"SHEETROCK DBL 2X6 TOP PLATE, STUD GRADE R-21 HIGH DENSITY INSULATION W/VAPOR BARRIER N 7/16"OSS OR 1/2"PLYWOOD SHEATHING C11 ` cli V 2X6 SPF STUD GRADE 0 16"O.C. ¢ N co N EXTERIOR FINISH OVER AIR INFILTRATION \ rn \ ON-SITE VINYL SIDING a BARRIER OVER 7/16"AGENCY RATED SHTG PAPER ON EXTERIOR OF THE HOUSE'WATER RESISTIVE BARRIER" PER THE 2020 RCNYS p 1/2"DRYWALL — a=— ZD GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS LOCAL REQUIREMENTS ^ a DOUBLE PERIMETER BAND TOE NAILED TO SILL PLATE < 3/4"T&G O.S.B. WITH 16d NAILS 0 6"O.C.ON-SITE BY BUILDER. co a z� GLUED& NAILED p N 82 ( ) EXTERIOR SHEATHING FASTENED OVER SILL PLATE& TOP OF SILL PLATE ¢ MODULE SEAM WITH(1) ROW OF 10d NAILS 0 8"OC z ROW,? ofON EACH SIDE OF SEAM BY BUILDER. p ? PLATE SEAL AS REQ'D BY LOCAL OR STATE CODES. w O R-19 INSULA11ON W/VAPOR BARRIER 2X6 MIN SP#2 PRESSURE TREATED SILL GRADE ¢ N _ (FIELD SUPPLIED AND INSTALLED) m O .:e:. CD <r o�w� ANCHOR BOLT OR MIN APPROVED FASTENER /N Z NcV F- C) CU r Z w II Cn ZD Z LLJ OQ z 1 w a FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC A O OZ j w DESIGNED BY BUILDER PER LOCAL CODES L J 0 AND LOCAL SOIL CONDITIONS 3 1/2"MIN.CONCRETE FLOOR Z (Z LIi Cr W coW NO p J 00 N ~ Ozc0�0 =D LL_=0)z r-- ZL.w�.r—�O oC/Oa��p REBAR MAY BE REQUIRED (PENDING SOIL CONDITIONS) 2"MAX. DIA GRAVEL MIN. 4"THICK VAPOR BARRIER 6 MIL 7f12 GAMBREL CROSS SECTION COMPACTED AND LEVELED OFF POLYVAPOR BARRIER, (OR PREVIOUSLY UNDISTURBED) OVERLAYED 12"AT SEAMS SCALE:I/4'-T-0" T1AS BUFDING HAS BEEN SERIAL I/ORDER I PALER EXTRACTED FROM AN APPROVED SY6IENS OR PER MODEL APPROVAL 0#10981 SE 2 WAMOO RFd A VIOLATION OF ARTICLE WS CF THE WIS TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT. EDUCATION LAW FCR ANY PBMN TO ALTER ANY 1.THIS FACTORY-MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM A OC DUABIT THAT EEAE TIE FEAL OF A PROFESSONAL MRy SET OF FUN PLANS APPROVED BY D.OS,MANUFACTURER'S APPROVAL 000T UL®8 THE PEHBON®ACM UNOBi THE NO.19005-2022-073.EIPEEARDN DATE 7/28/2D24,MOI HAS NOT BEEN CFECTICN OF A UCB®F7tlEESIONAL EBYDEER MODIFIED LV ANY WAY. 1E��1F 7.THE ENERGY BANS ARE 0T CO/PUANCE WITH THE REOURELENTS OF THE ENERGY O Fi CONSERVATION CONSIRLCTWN OODE OF NEW YORN STATE �Q t�NfHV a4ar4 M O M �0^ y O IDF= RATING3 FOR ALL WINEDOW5 AND DOOR,5: UP TO 4 ' = O11 OF THE CCfRNEfR TO �IEEfi A IDF RATINGT OF IN GREATER THAN 4I = 0II FfROIl THE CORNER TO BEET A DF RATING OF �/_ �� qua 0 <oa E�04 �wo aN Ili EGRESS WINDOWS m g DOOR AND WINDOW SCHEDULE ui WINDOWS CLEAR OPENING CLEAR OPENING = 0:� Lj DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA >Ld z ANDERSEN 400 SERIES AWNING A21 24 5/8" X 24 5/8" 4.00 2.6 19,500 0.000 0.90 0.29 0.31 2 8.00 01- L ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW2036 26 1/8" X 44 7/8" 7.98 4.7 21.875 18.250 2.79 0.31 0.31 1 7.98 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW2636 32 1/8" X 44 7/8" 9.85 6.2 27.875 18.250 3.55 0.31 0.31 2 19.70 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW2636-3 95 5/8" X 44 7/8" 29.55 18.7 27.875 18.250 10.65 0.31 0.31 1 29.55 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30310-2 75 7/8" X 48 7/8" 25.52 17.2 33.875 2000 9.58 0.31 0.31 1 25.52 • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30410 38 1/8" X 60 7/8" 15.90 11.2 33.875 26,250 6.20 0.31 0.31 6 95.40 N G" N • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30410-2 75 7/8" X 60 7/8" 31.80 22.3 33.875 26.250 12.40 0.31 0.31 2 63.60 cam. • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30410-3 113 5/8" X 60 7/8" 47.70 33.5 33.875 26.250 18.60 0.31 0.31 2 95.40 • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW3056 38 1/8" X 68 7/8" 17.99 12.9 33.875 30.250 7.14 0.31 0.31 2 35.98 00 m • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW3056-3 113 5/8" X 68 7/8" 53.97 38.7 33.875 30.250 21.42 0.31 0.31 3 161.91 w TOTAL AREA: 543.04 :D �. m w� EXTERIOR DOORS CLEAR OPENING CLEAR OPENING Q �> DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC CITY TOTAL AREA ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG6080 72" X 96" 48.00 23.8 28.125 75.375 14.72 0.32 0.26 1 48.00 ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG8068 96" X 80" 53.33 34.3 40.125 75.375 21.00 0.32 0.26 1 53.33 z ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOOR FWG8080 96" X 96" 64.00 43.0 40.125 91.375 25.46 0.32 0.26 2 128.00 o r N THERMA-TRU 3080 (< 50% GLASS) 64 1/2" X 97" 46.18 0.0 0.000 0.000 24.00 0.17 0.01 1 46.18 w o THERMA-TRU 3080 (< 50% GLASS) WITH (2) 12" SL 38 1/2" X 97" 25.93 0.0 0.000 0.000 24.00 0.17 0.01 1 25.93 ¢ o � TOTAL AREA: 301.44 o ar oow� C ) U �pF Ncn E�,yY Z w CNOMAS A, LILIJ o Li o Tk Q * > OZ > N Wc:f z C? w w o o Y A 080526 �� p w o LEJ = O o 4� n f I�zap�0 90 8s10V, _ a¢w� = ��L �rnz� Z EL LIE UO Vc7)mO JO DOOR&WINDOW SCHEDULE SCALE:1/47-T-T THIS BUEDHM;HAS BEEN: SERAL�/amPAQ A EXTRACTED FROM AN APPROVED SYSTEMS OR P/rrr APPROVAL 0#10981 DWS WATER HAMMER ARRESTER TO BE INSTALLED ALL WATER LINES FROM STUBS TO FIXTURES AND MAIN WATER LINES DASHED ARE TO WARNMIT6A VIOLATION Or ARTICLE WSOF THE INTO TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT: EDDAT'ON LAW FOR ANY PERSON TO ALTO ANY 1 PROFESSONAL .THIS FACTORY-MANUFACTURED HOUE(MH)PLAN HAS BEEN DERIVED FROM A ON DISHWASHER, ICE MAKER, AND WASHER BE SUPPLIED AND COMPLETED ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTION M4O°O M LDS THE 0 cuo UNDER THE MIEMgTOT MN PLANS APPROVED DATE BY DA.S,WMINXHSNOT APPROVAL IN CONFORMANCE WITH ASSE 1010. NO.Mow-zou-ma EFGunDN DATE T/ia/2o:{,W{al wls NOT BEEN OfiE(:TON A �FP6 � MHEFEEN IN ANY WAT. 2 THE ENE BANS ARE IN COMPLIANCE WITH THE REOURE,TENTS OF THE ENERGY O Eby WATER LINES IN 1ST & 2ND STORY WALLS(STUBBED THROUGH WALL) AND WATER LINES CONSERVATION OONS,TaMTION CODE OF NEW YORK STATE o IN 2ND STORY FLOOR (HORIZONTALS IN FLOOR) TO BE COMPLETED IN FACTORY. N N U WATER HEATER = ON-SITE BY OTHERS a a LAY LAY TUB SHOWER WASHER LAY we SHOWER NIB , LAY 20 W 7 y 7 y 7a +n. +/2'— t/z' ,/z'—� ,/z' +h. ,/z' +,z.� ,/z. t/z' — 1/2• /2_—+M-_ _1/2• �1/2. .— I —. —.— .— .— . —.—. — — Z>IR4 — .—.—._. —. —..— .—. — WATR CONN. I W U O I I I 7u I « I I I v I I 0 I I I m HOT 3/4' 3/4--i' 3/4• 3/4' 3/4, SINK I LAY SUN I I pICE WC SHOWER PLAY WC pAV DWI I I I I I I I I • / / _ _Vz/,Y _ _ _ _ _ _ _. ' m J F-• rl � ON-SITE WATER LINES of NEIN TO ON-SITE WATER HEATER WATER SUPPLY LAYOUT o OOMAS' 0 INDICATES COLD WATER SUPPLY �O ------INDICATES HOT WATER SUPPLY W Z_ m ` L C? 10 080526 �Ci= v 90FESSIONP TABLE P2903.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK PLUMBING FIXTURE ROOF EXTENSION VENTS INSTALLED ON-SHE ROOF EXTENSION VENTS INSTALLED ON-SITE ROOF EXTENSION VENTS INSTALLED ON-SITE N N N OR FIXTURE FITTING OR QUANTITY SUBJECT TO LOCAL INSPECTION SUBJECT TO LOCAL INSPECTION SUBJECT TO LOCAL INSPECTION � LAVATORY FAUCET 1.5 m AT 60 psi QI— o— /I�— Q c`"j li °O N 1HRU ROOF MRU ROOF TNRU ROOF L MRU ROOF Q1I \ SHOWER HEAD INCLUDING A HANDHELD SHOWER SPRAY 2.0 gpm AT 80 psi 4—T>ew' Coe I I I 4 T -ROOF I 7H 3-ROOF 00 Q' SINK FAUCET 2.2 gpm AT 60 psi I I I WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE` w FOR SI: 1 GALLON = 3.785 L, 1 GALLON PER MINUTE = 3.785 L/M, 1 POUND PER SQUARE INCH 6.895 kPA : ,/r r ,,/.• z r m wj 0. A HANDHELD SHOWER SPRAY SHALL BE CONSIDERED TO BE A SHOWER HEAD < �Ln o� m N 6. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED STANDARDS. U c. THE FLUSH VOLUME FOR A DUAL—FLUSH WATER CLOSET IS DEFINED AS THE COMPOSITE, AVERAGE LAY `.AV LAY HAY zp r FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH LJ- LJ' L1- Z12 . 0 N 0 ,/Y 'Ir n Ld O 1/T x f Y 11/r 2 ALL ITEMS DASHED ARE TO BE SUPPLIED AND COMPLETED _ON-SITE BY OTHERS AND SUBJECT TO LOCAL INSPECTIONr -= _ T-=-- r--`- - - - "r — o Q r oo w "ON-SITE Y -SITE 3• N-ON 2' -SITE 3• ON-SITE 2• STE S• ON-STE 2• z=CN I— ` VEIN CONN. VENT CONN. VENT CONN. YTNT CONK. VENT CONN. VENT CONN. VENT CONN. IT---— .—. .—. .—.— .— .—. — . .—.— . —. _ .—. — .—.—.— — . — — .—. — .— — —crn,wc z W 1 i/2• C/1 � z Y Y Y Y Z W VENT PIPES IN WALL AND SECOND STORY DRAINS TY Q Z TO BE COMPLETED IN FACTORY. O LLI w �P 5nnt WASHER W Z SEE PAGE CV FOR ALL ADDITIONAL PLUMBING ITEMS ;- W"aN 'v �s- vz r ZJ L 1 _ 0 THAT ARE COMPLETED ON-SITE AND REQUIRE LOCAL INSPECTION '' r Y "° "A „/r "n m� o� O W J z r z 00 now sKea;' R.aoR z N ~ O z m 0 — — ' •—•— — ' — '— —'— f ——————— -----Y Y a• x ---' =�--r ----- --- 1 WIJi���CD o�s(Dw'O ----- NOTES: CAW DFw NNR uTcm Fw RRwc PIPING SUPPORT: DWV 4'-0" O.C. VER. / 3'-0" O.C. HOR. "°gm "�°"'°�"T 1• KITCHEN SINK WHICH ARE 2" DIA. TON4PISExflL PLUMBING LAYER 2. ALL TRAP SIZES ARE 1 1/2" DIA. EXCEPT SHOWER, WASHER AND SCALB 11,V-T-W 3. THIS HOME IN NOT IN AN AREA REQUIRING FROST CLOSURE PROTECTION PER P3103.2 OF 2020 RCNYS THIS BUILDING HAS BEEN SFWaI//pRpERA PA¢R EXTRACTED FROM AN APPROVEDSYSIFN APPROVAL S OR PER MODEL P L ■ O#10981 WARNOrr8AVICLAm+OP ARTICLE IMcrTdcU9 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT: SMATX)N LAW FOR ANY PFf00N TO ALTM ANY I.THIS FACTORY-WNIIFAClURED HONE(FUH)PLAN HAS BEEN DERIVED FROM A DOCUIEWIHAT BEARS TIE SEAL OF A PADFEBSONAL SYSTEM SET OF FUN PLANS APPROVED BY DAS.,MANUrACTURER'S APPROVAL .ulLwmoa�te 8ION33l UNLM THE PBEpN IB ACTNO@O@I TIE NO.UM-2022-07&E)PPATION DATE 7/28/2024.INCH HAS NOT BEEN DIRWn0N OF A UCBM®g10EVEIXNIAL ENOMM MODIFIED IN ANY WAY. 2.THE ENERGY PLANS ARE IN CWPUANCE WITH THE REOUIREMENTS OF THE ENERGY Q O mr,A,e.rTTrWa amxw mw CONSERVATION CONSTRUCTION CODE Ci NEW YORIf STATE � - •n�iAr4 AnagNq •ew.w.. ITgp.. ma•AwAD �Q t-AN TnsT�iA,-W uroT�. moY6*pN0 0 mrTsm,•Tr.eA• an,Trw rw QI M w 4nalA>wa0 mWow.e ,a•apa. 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TYIe,.".B44q 412/7dNYF LEDBPFO,em OMEN $Ul39M Tl W (n O J Bna�e 4112(4gW2,TD ' w = O() MS W . -A- Lc) �; meu,dr.Tnrra MEN(2)2X oaa,rrWrF memoir- s4Nr 2-1 9,8281bf 8 WALL STUDBFASTENTODEfNHtW/ z ZzWN =��zoo¢o 1M4{fr0 4i12()td0Yhl0 'OW"°" ano(m2.ISNa) O (2)ROWSOF1UdCOMMONN"AG -O.C. <�o dD z _C z� ur me1A,•Y•If11,4Np, 0.131]?EI,6 'b� (2)SIMPSONCE114STRAP-(1B)MI317CL6•NAILS EACH END zl0. `—�O D oC�o� O AA OI4W0 4n2(edyl6itq 20SPF01em 1/SOEp- 7n0(rORdYiO) 3,7101bf UK(2)2 X B WALL STUDS FASTEN TOCETIffNTm Tme ma4w°P'�°' anx 2eTFF1=o,0'ao ,rra19FIAA mom M ROWS OF 11Id COMMON W"Q S'0.C. 2ND STORY SHEAR WALLS I.g10rlYpd1N mre0ga��tl,r40uP�LbAn�Ilnrlwl0awm�AMMdovw� R)81RMK(2 2X WRAP STUDS FASTE0.131 N 8'NARBEACH END 3,8241bf MIN.(2)O S OF 116 aCOMMON NAILS Q Ir .C, SCALE:1/4'-T-O' I'.FbMUItImm6lmwd�ymvatar■Z.8'NY4ea00oulOryemF�,tZ•mFteb (2)RaN6 OF led COMMON NAll.B B'O.C. INS I F..W. d.,,.W U.,W 3AWom.".d 0.%3P:1WY ftcl)-doA em ISM•„Irm FW EXTTRACTEONFRON AN APPROVED L// Ri PAPA O CarOFWCmt�elacblmdWpb4rY6FITEwFM,•Yd,IYW�batlrdl413,O',aY (2)SIMPSON OS14 STRAIRW/(18)0.1317Q.E NAILS EACH END SYSTEMS PER MODEL 7pa APPROVAL �� L //L teoabbNirr9111d1110,oL 0#10981 WG) 4,8811bf MIN2) 2xe OF led COMMON FASTEN @IrOFC.Wf TcpFrrblrlAm,FaF,44yo.ImpOO.WP107'ro IIFMTroT11E04 dOpbA (2)ROWS OF tee COMMDN NANb®0'O.G WARMO R 6 A VXXATON OF ARTICLE 10 OF THE NIT TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT. EDOOATON LAW FOR ANY PERSON 70 ALTER ANY I.THIS FACTORY-MANUFACTURED HONE(RAH)PLAN HAS BEEN DERIVED FROM A DOCtA6J IB R�O F7HAT BEA 71 E MAL OF APRONAL. SYSTW SET OF TUN PLANS APPROXED BY D.O.S.YANUFACTNRER'S APPROVAL B7OP!ffit UNLESS THE PERSON 18 ACTNOI M)ER 7IE N0.MM6-2022-071 E)FIRATION DATE 7/28/2024,WHICH HAS NOT BEEN ONECTION OF A L)CEL®PPCfES81IXdAL EWNEEi MODIFlEO IN ANY WAY. 2.THE ENERGY PLANS ARE IN CWPUANCE WITH THE REOUREMENTS OF THE ENERGY O O CONSERVATION CONSTRUCTION CODE OF NEW YORI(STATE L�Q aa��d � O AS��O of NS FASTEN CEILING BAND TO EACH Cq \Q TRUSS W/(4)10d(.1310)NAILS 8 USE(2)Sd(0.1317 TOENAILS EACH TRUSS SIMPSON H2.6A EACH TRUSS TRUSS TO TOP PLATE T- G (OR EQUAL CONNECTION FOR 3381� cc UPLIFT CONNECTION C7 LU �� w LIRE 8d(.1310)NAILS @ 6'O.C. ATTACH SHEATHING W/16 GA.STAPLES THROUGH DBL TOP PLATE ) USE(2)16d(.182 0)NAILS � U @ 2.0.C.(OR EQUAL CONNECTION OF 336 LBS.) ENDNAILED PLATE TO STUD Og0526 Qi� ®QI STUD TO TOP PLATE UPLIFT CONNECTION A • 5 51 DETAIL A 90FES S10NP N (TRUSS CONNECTIONS) ENDWALL•FASTEN TRUSS BOTTOM CHORD TO TOP USE 8d(.4310)NAILS 8.0.C. PLATE W/18d(0.1820)NAILS @ T 0.C.OR THROUGH BOTTOM PLATE SIMPSON LTP4 PLATES @ 26'O.C. USE 8d(.1310)NAILS @ 8.0.C. USE(2)16d(.162 0)NAILS THROUGH BOTTOM PLATE } � ENDNAILED PLATE TO STUD USE(2)16d(.162 0)NAILS :n o g ENDNAILED PLATE TO STUD ATTACH SHEATHING W/16 GA STAPLES Z'O.C. (24)3/8•DIA.TOESCREWS ATTACH SHEATHING W/16 GA STAPLES @ 2.0.C. (OR EQUAL CONNECTION OF 280 STAPLES UPLIFT ALONG MATE WALL(23'O.C.)(MIN. (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT CONNECTION SECOND FLOOR STUD LB FLOOR BAND 1•PENETRATION IN LAST BAND CONNECTION SECOND FLOOR STUD TO FLOOR BAND 16d NAILS TOE NAILED @ 18d NAILS TOE NAILED I N C. z 12.0.C.SHEAR CONNECTI _ SHEAR CONNECTION O w ATTACH SHEATHING W/16 GA.STAPLES @ 2.0.C. > � CL z (OR EQUAL CONNECTION OF 280 LOS.)UPLIFT CONNECTION ATTACH SHEATHING W/18 GA,STAPLES @ 2.0.C. IC+ � > p SECOND FLOOR BAND TO FIRST FLOOR CEILING BAND (OR EQUAL CONNECTION OF 260 LBS.)UPLIFT CONNECTION GJH. 0: - SECOND FLOOR BAND TO FIRST FIAOR CEILING BAND qA USE 8d(.1310)NAILS @ 8.0.C. ATTACH SHEATHING W/16 GA STAPLES THROUGH DBL.TOP PLATE ATTACH SHEATHING W/16 GA.STAPLES USE Sd(.1310)NAILS @ 8'0.C. @ 2'O.C.(OR EQUAL CONNECTION OF 206 LSSJ USE(2)16d(.162 0)NAILS @ 2.0.C.(OR EQUAL CONNECTION OF 206 LBS.) THROUGH DBL.TOP PLATE UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B USE PLATE TO STUD DETAIL B-1 UPLIFT CONNECTION FIRST FLOOR STUD TO CEILING BAND DETAIL B-2 USE(2)16d(.162 0)NAILS w ENDNAILED PLATE TO STUD I.- \\ \ (SECOND LEVEL MODULE TO MODULE Q N 10 cc(SECOND LEVEL SIDEWALL CONNECTIONS) (SECOND LEVEL ENDWALL CONNECTIONS) FASTEN SHEATHING TO RIMBAND W/ CONNECTION ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ 0 rn (1)ROW OF Sd(.1310)NAILS @ 6.0.C. (1)ROW OF 8d(.1310)NAILS @ 2'0.C. w p = J d� USE 8d(.1310)NAILS @ S'O.C. USE Sd(.1310)NAILS @ 8'O.C. pip THROUGH BOTTOM PLATE THROUGH BOTTOM PLATE w> USE(2)16d(.182 0)NAILS USE(2)16d(.182 0)NAILS Q rn n ENDNAILED PLATE TO STUD ENDNAILED PLATE TO STUD m CL`- z� (24)3W DIA.TOESCREWS O a - ALONG MATE WALL(73'O.C.)(MIN. 1'PENETRATION IN LAST BAND p ATTACH SHEATHING W/18 I O STAPLES w O @ 2'O.C.(OR EQUAL CONNECTION OF 124 LBS.) ATTACH SHEATHING W/16 GA STAPLES se UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND @ 2'O.C.(OR EQUAL CONNECTION OF 124 LBS.) o UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND m O SIMPSON RSP4 PLATE AT 63'0.C. p a> 00 w ((OR EEQpUAL CONNECTION OF 230 LBS. Z ACV I- BYBUILDER FLOOR BAND_A SILL PLA� 18d NAIL TOENAILED @ 3.0.C. 16d NAIL TOENAILED @ S'O.C.(ON SITE BY SET CREW) (ON 317E BY SET CREW) z w II Z W 1/2'ANCHOR BOLTS TO BE 18'0.C. z T" OR 6/8'ANCHOR BOLTS TO BE 28'0.C. O > 112'ANCHOR BOLTS TO BE 44.0.C. 11J o OR 6/8•ANCHOR BOLTS TO BE 64'0.C. DETAI L C-1 (MAXIMUM 1'-W FROM CORNERS) Q ¢ z (MAXIMUM no•FROM CORNERS) DETAIL C DETAIL C-2 > (MODULE TO MODULE CONNECTION v) o (FIRST LEVEL SIDEWALL CONNECTIONS) (FIRST LEVEL ENDWALL CONNECTIONS) O FASTEN SHEATHING TO RIMBAND W/ ALONG MATEWALL) FASTEN SHEATHING TO RIMBAND W/ D- wLLJ Z (2)ROWS OF Sd(.1310)NAILS 3'O.C. (2)ROWS OF Sd(.1310)NAILS @ 2.0.C. LLJ mLd cr O ~ O J 00 00 Ln = Oo�wQ� Lno oo��o SHEAR WALLS FASTENING SCALE.1/4'-T-W THIS BUILDING HAS BEEN SERUL N am F PAM R EXTRACTED FROM AN APPROVED SIBTETEB OR PER MODEL APPROVAL W 3�E � /q O#10981 wurNart6AxaAnoHOFARRIC EW5OFnfrrre TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT: ®IICATION LAW FOR ANY PERSON TO AL70 ANY I.THIS FACTORY-MMFACNRED HDME%NH)PLAN HAS BEEN DMVED FROM A OCCU11WIHAT BEAKS 71E SEAL.OF A FROFE86UNAL snmi SET OF FDH PLANS APPRovE DY DA.S,MANUFACTURER'S APPROVAL E7fY�i U I Ei7B 71E PERSON®AOD4 UNDER 11E NO.NON-2022-07b.EIPIRARON DATE 7/26/2024,WNOH HAS NOT BEEN OFWnON OF A LICB✓®PROFi�ONAL E NOI EER MODIFIED IN ANY WAY. 2.7HE ENERGY PLANS ARE IN CONPUANCE WTH THE RECUREMENIS OF RE ENERGY O Fi CONSERVATION CONSTRUCTION CODE OF NEW YORK STALE O �OF eq Manual J Table 5A a Default Air Change Values for Three or Four Exposures o��s Default Air Change for Two Story Construction Construction Air Changes per Hour - Heating Infiltration1 CFM for One Z V= Floor Area of Heated Space (SgFt) Fireplace ®-<`1 a 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More N Tight 0.27 0.20 0.18 0.15 0.13 0 Semi-Tight 0.53 0.39 0.34 0.28 0.25 13 Average 0.79 0.58 0.50 0.41 0.37 20 r Semi-Loose 1.23 0.90 0.77 0.63 0.56 27 Loose 1.67 1.22 1 1.04 1 0.85 0.75 33 1) For one additional fireplace, add 7 CFM to the above fireplace values. For two or more additional fireplaces, add 10 CFM (total) to the above. o Uj *Per Manual J Table 5 Notes, Item #4: Table 5A, Two Story Construction may be used for 1-1/2 stories, 2-1/2 stories, and three stories. LU 2020 RCNYS Table M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS o co FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 (square feet) Airflow in CFM Uj w < 1,500 30 45 60 75 90 Cn ^ W> 1,501 - 3,000 45 60 75 90 105 Q m a K2 3,001 - 4,500 60 75 90 105 120 4,501 - 6,000 75 90 105 120 135 0 o 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s, Z w Z w I, I ZD Z 00I Construction: Semi-Tight (ACH x Volume) / 60 min: 150.81 CFM Provided - Supply OK ,��c�FM EW Y o w - N 1st story area: 2129.42 SOFT CFM required*: 90 CFMa�No AS �"� z 1st story ceiling height: 9 FT *Per 2020 RCNYS Table M1505.4.30) * Q� * o o 2nd story area: 2129.42 SOFT W L Ii 0- Im r- L' G cc = oo�wFO 2nd story ceiling height: 8 FT Whole house ventilation exhaust is provided by a continuous bath fan. J � CDCD Li Total building area: 4,258.84 SOFT See electrical plan for the identified fixture location and size. 080526 Total building volume: 36,194.78 CUFT Location: BATH #1 AND BATH #3 AgoPEss�oNlk WHOLE HOUSE VENTILATION Air change/hour: 0.25 ACH THIS BUILDING HAS SEEN SEqu N ORIIQt F PACEEVRAC F TEM TED FROM AN APPROL M1EN SY5 $OR PER MODEL APPROVAL W H V 111 0#10981 WAIraalr0AVICKATMOFARKLE10OF'tt+ Nm TO THE BEST OF MY KNOWLEDGE.BELIEF AND PROFESSIONAL JUDGEMENT: M=ARDN LAW FOR ANY PERSON TO ALTER ANY I.DINS FACPXiY-NAMIFACTURED HOME(R!H)PLAN HAS MEN DMvm FROM A DOCLIMW7 MT BEAM RE REAL OF A PROFESSIONAL SYSTEM SET OF FMH PLANS APPROVED BY D,O.S,MANUFACTURER'S APPROVAL EJOtJ�i LINES TFE PERSON 8 ACENO UNDER THE NOL 14006-2022-073,EXPLRATION DATE 7/28/2024,WMOT HAS NOT BEEN DiECT10M1 OF A LRN36W F�ONAL ENGIEEFt MODFIED IN ANY WAY. I THE ENERGY PLANS ARE IN COMPLIANCE WITH THE RECNRENO TS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE Q O oo NU -r N P4Nt-44 T E R t+1 to %JITE BY %J �OM ® �v�U VlLr=.NlJELr=*,*% " Nf"' �yO r"! CO3 WIND BORNE DEBRIS RESIDENTIAL CODE DEFINITIONS: AREAS IN HURRICANE PRONE REGIONS LOCATED IN ONE OF THE FOLLOWING. 111 W 1. WITHIN (1) MILE OF THE COASTAL MEAN WATER LINE WHERE THE ULTIMATE DESIGN ZsU WIND SPEED IS 130 MPH (Vult) or GREATER u l� 2. IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED IS 140 MPH (Vult) or GREATER 0oa RESIDENTIAL CODE TABLE R301.2.1.2 U ga WIND—BORNE DEBRIS OPENING PROTECTION OPTIONS: FASTENER SPACINGFASTENER 1. PRE—ENGINEERED WINDOW/DOOR PROTECTORS MAY BE INSTALLED ON—SITE BY TYPE PANEL SPAN 4' < PANEL SPAN 6' < PANEL SPAN OTHERS. (MUST MEET ALL STATE & LOCAL CODE REQUIREMENTS) < OR = 4' < OR = 6' < OR = 8' 2. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAX PANEL NO. 8 WOOD SCREW BASED ; -i o SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TOW ANCHOR WITH 2" 16" 10" 8" STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE ATTACHED EMBEDMENT LENGTH TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE NO. 10 WOOD SCREW GLAZED OPENING. PANEL ATTACHMENTS SHALL BE DESIGNED TO RESIST THE BASED ANCHOR WITH 2" 16" 12" 9" z COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF ASCE 7. ATTACHMENT IS PERMITTED ACCORDING TO FASTENING EMBEDMENT LENGTH LISTED ON THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45' OR LESS 1/4" LAG SCREW BASED cr w L` WHERE WIND SPEEDS DO NOT EXCEED 180 MPH (Vult) ANCHOR WITH 2" 16" 16" 16" EMBEDMENT LENGTH 1 X3 FRAME BOARD. 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL INSIDE DIMENSION TO BE LARGER THAN 2• FASTENERS SHALL BE LOCATED A MIN OF 1" FROM THE EDGE OF THE PANEL. Lu OUTSIDE DIMENSION OF THE WINDOW FRAME, 3. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH THE EXTERIOR WALL ao N oo co COVERING A MIN OF 2" INTO BUILDING FRAME. FASTENERS SHALL BE LOCATED A MIN OF _ m o, AND FASTENED TO SOLID FRAMING MEMBER 2.5" FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. BEHIND SIDING. 4. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE w ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MIN WITHDRAWAL a— // CAPACITY OF 1500# �. - - --------------- ---- cn / > t� a /\\\ m F4 /. I\\ \\\ O OSB MIN, ° o \ @'�� NpMgg YO II z w LLJ ¢ Z - - - - - - - cn o LLJ - n I w O z > w p D_ Wtz z C? W 9� o o A 080526 �!i= p wo Ln Joo� wm 9p ES$� z /` 0 a¢w� ��I.i��z� ZCD L� ;=ES tJJ I r U U O WIND BORNE DEBRIS WIND BORNE DEBRIS PROTECTION DETAIL SCALES 1/4'-r-o• THIS BUADINO HAS BEEN SERIAL F/ORDER PACE F EXTRACTED FROM AN APPROVED SYSTEMS OR PER MODEL APPROVAL ��D O#10981 1 2 3 BP4 � Rood R-40 DIMENSIONAL REGULATIONS LOT AREA 65,459 SQFT(1.51 ACRES) GRIFFINS' RESIDENCE MINIMUM(SQUARE FEET) 40,000 DECK ADDITION AND POOL MINIMUM PER DWELLING UNIT(SQUARE FEET) 850 LOT COVERAGE 11925 SOUNDVIEW AVE SOUTHOLD, NY 11971 BUILDING COVERAGE MAXIMUM(PERCENT) 20% SCOPE OF WORK • TOTAL LOT COVERAGE MAXIMUM(PERCENT) 50% THE SCOPE OF THE WORK IN THIS APPLICATION IS THE CONSTRUCTION OF A LOT WIDTH,MINIMUM(FEET) NEW 465 SQFT POOL AND 704SFT DECK EXTENSION. 150 HEIGHT,MAXIMUM THE SCOPE OF WORK IN THIS APPLICATION INCLUDES BUT IS NOT LIMITED TO PROJECT TEAM STORIES 2 1/2 THE FOLLOWING: owNER -�t � (�,,�Z.DOMAX.HEIGHT(FEET) 35/25 1 2. EXCAVATION FOR NEW POOL SARAN. PARTIAL DEMOLITION OF EXISTING WOOD DECK CARTER GRIFFIN GABLED ROOF(FEET) 35/25 YARD SETABCK,PRINICIPAL BUILDING,MINIMUM(FEET) � �FRONT 50 3. INSTALLATION OF HELICAL PILES AND POURING OF REINFORCED CONCRETE GRADE BEAMS 54375SOUTHOLD BUILDING DEPARTMENT SIDE YARD 15 54375 NY-25 4. INSTALLATION OF NEW SUPPORTS FOR THE NEW DECK, INCLUDING ANY SOUTHOLD,NY 11971 BOTH SIDE YARDS 5 NEW LEDGER BEAM AT THE HOUSE FOUNDATION WALL 631-765-1802 REAR YARDS 50 YARD SETBACK,ACCESSORY BUILDINGS AND STRUCTURES,MINIMUM(FEET) 5. FORMING AND POURING OF THE NEW GUNITE POOL WITH POOL INSERT SURVEYOR DISTANCE FROM STREET 30 / \ 6. PIPING FOR NEW POOL INCLUDING THE FOLLOWING EQUIPMENT OR JEFFREY T. BUTLER P.E. EACH SIDE&REAR 10 APPROVED EQUIVALENT: NOTE THAT ALL EQUIPMENT TO BE INSTALLED P.O.BOX 634 HABITABLE FLOOR AREA 01.0, PER MANUFACTURERS RECOMMENDATIONS SHOREHAM, NY 11786 MINIMUM(SQFT) N/A O a. JANDY PUMP FLOWPRO MODEL NO. VSFHP2700DV(2.7 HP, GENERAL CONTRACTOR GROSS FLOOR AREA CALCULATION(§280-207) ti° VARIABLE SPEED BASED ON A 6 HR TURNOVER). USE 2.5" PIPE. PECONIC BUILDERS L5,100 SQFT+ 5%OF LOT AREA IN EXCESS OF 40,000 SQFT UP T T TALLED ON A CONCRETE BASE OR CONCRETE KRYS ZEBROWSKI MAXIMUM(SQFT) A TOTAL OF 7,100 SQFT MAXIMUM BLOCKS. MAGDA,LENA ZADROGA 121 C MAIN STREET, DESIGN CRITERIA PER IRC 2020 (NYS) b. POOL FILTER: CARTRIDGE (15 MICRON) JANDY CV340 OR JANDY WESTHIAMPTON BEACH, NY 11978 GROUND SNOW L AD 25 PER 302.2 5 CL340, BASED ON APPROVED PIPING LAYOUT. 4 CARTRIDGE TYPE. PROVIDE FIBERCLEAR SYSTEM AS AN ADD ALTERNATE TO GO POOL COMPANY WIND SPEED 130 MPH(3 SEC GUST)R301.2 TBD DOWN TO 8-10 MICRONS. ICE SHIELD UNDEC DESIGN NT REQUIRE YES C. HEATER JANDY HI-E2 MODEL NO. EHE350NS. GAS HEATER TO BE LICENSED ELECTRICIAN INSTALLED AS PER CODE WITH EXHAUST VENT 4 FT AWAY FROM TBD SEISMIC DESIGN CATEGORY WEATHERING LINE D 2 DEPTH SEVERE WALLS. HEATER TO BE MOUNTED ON A CONCRETE BASE LICENSED PLUMBER FROST LINE DEPTH 36" d. CHLORINATOR JANDY PC1400 TBD TERMITE(R301.2 MODERATE TO HEAVY SPA caMPANY DECAYAY e. POWER CENTER: JANDY PURE LINK PART 6614AP-LG SLIGHT . SYSTEM BOARD WITH 6 AUXILIARIES JANDY RS-P6 WITH SEISMIC DESIGN CATEGORY(TABLE R301.2(3) C f DIAMOND SPAS POOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS PER TABLE R301.5 TEMPERATURE SENSOR 4409 CORIOLIS WAY, UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PSF L.L. r g. INTERFACENVEB CONNECTED DEVICE JANDY IQ30-A FREDERICK,CO 80504 BALCONIES(EXTERIOR)AND DECKS 40 PSF L.L. h. LIGHTS TO BE JANDY NICHELESS, INFINITE WATER GLOWS LED ENGINEER OF RECORD GUARDS AND HANDRAILS 200 PSF L.L. LIGHTS -ALLOW FOR 6. CONTRACTOR TO DISCUSS FURTHER WITH CHIFFEIRT ENGINEERING P.C. ROOMS OTHER THAN SLEEPING ROOME 40 PSF L.L. OWNER POSSIBLE ADDITIONAL LIGHTING AT STEPS. 55 HILL STREET,#18 SLEEPING ROOMS, 30 PSF L.L. 7. INSTALLATION OF CURRENT GENERATOR BY ENDLESS POOL SOUTHAMPTON NY, 11968 C STAIRS1 40 PSF L.L \ INTERNATIONAL, MODEL FASTLANE PRO WITH WALL MOUNTED BRACKET. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PER TABLE R301.7 HYDRAULICALLY POWERED PROPELLER MOTOR, FULLY ADJUSTABLE. STRUCTURAL MEMBER LIVE LOAD PSF DEAD LOAD PSF ALLOWABLE DEFLECTION R NING WALL +/-5 000 GPM' UP TO 1 MIN 6SEC/100YDS THE POWER UNIT CONNECTED LIST OF DRAWINGS EXTERIOR BALCONIES 60 10 L/360 220V, . HYDRAULIC HOSE TO BE COORDINATED WITH DECKS 40 10 L/360 THROUGH A 30A \ATTIC WITHOUT STORAGE 10 10 L/240 CONCRETE WALLS. MAX LENGTH OF HOSE TO BE 40FT. ANY LONGER Sheet Number Sheet Name ATTIC W/STORAGE 20 10 U240 THAN 40FT, A JUNCTION WILL BE REQUIRED. MAX LENGTH OF HYDRAULIC FIRST FLOOR 40 10 L/360 HOSE TO BE 10OFT. T/Z 101 TITLE & ZONING SECOND FLOOR 30 10 L/360 8. INSTALLATION OF NEW DECK TO MATCH EXISTING AND 36" RAILINGS. EQ 101 SWIMMING POOL ROOF RAFTERS 25 10 L/240 �pQ }'.� �d�°ao MATERIALS WILL TREX DECKING MATERIALS (1 "X6"X16FT, COMPOSITE SCHEMATICS & DIAGRAMS � a DODOD 0a DoQO�Od DECK BOARDS AND RELATED ALUMINUM BALLUSTERS AND RAILING KIT) A101 FLOOR PLANS Ap40� WITH HIDDEN FASTENERS. COLOR LAYOUT AND BORDER AS SELECTED 000° ° CEO S 101 STRUCTURAL PLANS DODOi1O0 0 �PO4 BY HOMEOWNER. ° 9. REMOVAL OF EXISTING POOL IN FR M PORTION OF HOUSE, AND A115 ELEVATION, SECTIONS, & TO BE DSCUSSED \ �'��� a°eo°o0°°odoOQ 4D 0°° OODO0OD000R040O Qo r1 DoD°°°0Q000Q REMOVAL OF ALL RELATED EQUIPP NT. PERSPECTIVES WHETHER TO BUILD A RETAINING WALL OR NOT,EITHER WITH OR WITHOUT STAIRS °0°0°°��° n� .Qn �-. Q DODO9O9O OD AOD y.- 0p 0. 00o$opao.q 0 10. INSTALL ALL RELATED ACCESSORIES, SUCH AS LADDER HOOKS FOR LOCATION OF POOL EQUIPMENT" c LOCATION OF DRYWELL FOR THE POOL �P�' °a °°ooaga�o�0 Lp,TI�"Ub� 41 FINAL GRADE BY THE POOL-IF MORE THAN 30"THEN RAILING IS REQUIRED .0 4, .�° COVER, ETC. o�o�ao REQUIRED SURROUND POOL FENCE LOCATION TO BE REVIEWED WITH OWNER \ 9F2a 11. INSTALLATION AND OR RELOCATION JF EXISTING OF SELF CONTAINED 0 �v FIRBERGALSS SEPARATE SPA TO 6c COORDINATED WITH OWNER AND ENGINEER OF RECORD.so, 12. INSTALL PRIVACY FENCE AS SHOIMv ON PLAN o� REPAIRS TO LANDSCAPING TO BRING BACK SITE TO ITS ORIGINAL p�9NN� APPLICABLE CODES CONDITION. MARC A.CHIFFERT,PI ELEED AP ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES AND INSPECTION NOTES 53 Hill St.#18 REGULATIONS INCLUDING: Southampton, NY 11968 ,� AN INSPECTION WILL BE SCHEDULID WITH THE ENGINEER OF RECORD Tel. (631)353-3375 A. TOWN OF SOUTHOLD LATEST ADOPTED ZONING CODES AND �� OR ANOTHER NYS LICENSED PE AFTER THE INITIAL EXCAVATION TO REGULATIONS THROUGH 12/7/2020 INCUDING CHAPTER 225 ZONING, PROPERTY INFORMATION � O WWW.CHIFFERT.COM CHAPTER 102-20 FIRE SAFETY AND PROPERTY MAINTENANCE TAX MAP NUMBER: 1000-054.00-05.00-045.005 QP REVIEW SUBSOIL COMPACTION REQUIREMENTS AND PRIOR TO THE F� Nm, 5g INSPECTIONS,CHAPTER 199 RENTAL PROPERTIES. ZONING: R-40 SITE PLAN o`� HELICAL PILES DRILLING. LATITUDE 41, PC&MARC A CHIFFERT PE EXPRESSLY RESERVES ITS ON ORIGINAL 5L.-:_-Ei'f, PPOPSRIY LRE - Y�@ElN WOYLMTF IAID SI.RVEYIN6,PLLG B. 2020 RESIDENTIAL CODE OF NEW YORK STATE,BASED ON 1 COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE RtxLRETD SFTBYK - - '- -"- bNr.RU TOTAL LOT AREA: 65,459 SQFT(1.51 ACRES) 1" = 30'-0" o�' • A SECOND INSPECTION WILL BE PERFORMED AFTER THE GRADE BEAMS PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR INTERNATIONAL RESIDENTIAL CODE 2018(IRC 2018)WITH LAND USE CODE: 260:SEASONAL `� ARE POURED. WE RECOMMEND A REBAR INSPECTION BEFORE THE COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO uBr�Af,oT.N.ma DEMOLI51®03.ELT(1ER) ------------- °HA'ArILtGIBEATOS4 Pogo AMENDMENTS PRE Sraw PROP Ws HATER zEavlcE - Txuw,SEPIPE _-_-_x-_-_ C. FIRE CODE OF NYS, BASED ON INTERNATIONAL FIRE CODE 2018(IFC CONCRETE POUR. BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE "sTIN!,m mN .--- '2018)WITH AMENDMENTS LIST OF ABBREVIATIONS: A THIRD INSPECTION WILL BE SCHEDULED AFTER THE WALLS ARE EXPRESS WRITTEN CONSENT OF CHIFFERT ENGINEERING pc. IT IS A EaS„xe o�alEAv vrlLm ua �No* �� D. 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK , VIOLATION OF NYS PROFESSIONAL LICENSE LAW FOR ANY PERSON R � „�a PRINC.-PRINCIPAL POURED LEDGER BOARDS ARE INSTALLED AND PIPING IS RUN TO THE TO ALTER THIS DRAWING IN ANY WAY UNLESS ACTING UNDER THE B -E-E- �� ���� s' STATE(PUBLICATION DATE:NOVEMBER 2019)AND 2016 EDITION OF �T"°E a5nN5Nn°"`°E � L THE ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE ACC.-ACCESSORY EQUIPMENT. SUPERVISION OF A NYS PROFESSIONAL ENGINEER/ARCHITECT. PROP.-PROPOSED w H" ,, k i SECT.7209(2),ART.720 PRtgYi®..AWgRI"Sr5TB1° 4D �'roAR W1I RESIDENTIAL BUILDINGS("ASHRAE 90.1-2016°) - - '� , ��' -~ „ FINAL EQUIPMENT LIST TO BE PRO/IDED TO ENGINEER OF RECORD TO NroNo-rorex- T° 5r�. LT',M��N VIF-VERIFY IN FIELD :- M OHfS p COtlBt&H 61+ME r OLT.3,W(2 g •°+i i -n ! <, nkN ., h.j SF SQUARE FOOT E. 2020 MECHANICAL CODE OF NEW YORK STATE BASED ON THE 2018 � MAINTAIN AND AS BUILT DRAWING, DRAWINGS,NOTES AND SPECIFICATIONS ARE AN INSTRUMENT OF � wx ap P� °" ry� „++j+ INTERNATIONAL MECHANICAL CODE WITH AMENDMENTS. CP-CESSPOOL ;. � ' ."' 4 :, a � ` ; ;,` SERVICE&ARE THE PROPERTY OF CHIFFERT ENGINEERING PC& F. 2020 PLUMBING CODE OF NEW YORK STATE BASED ON THE 2018 MARC A. CHIFFERT PE. INFRINGEMENT WILL BE PROSECUTED, FRoro�Sraw DRAaAeESTw Tum. .�. *<�I;++ s DW-DRYWELL ;, ., a = , , ,k ,,, � �, - ,y ,�, �,�,, , Y ;,„ �� �.,,la ` ++ +. v � INTERNATIONAL PLUMBING CODE WITH AMENDMENTS. ST-SEPTIC TANK ' R WORK NOTES INFORMATION HEREIN IS CONFIDENTIAL. BY ACCEPTING THIS PRINT sTamxATEn iEncxns Pax. ,O ,w.' ' (SEE DIaS.FOR LOrER PHiMr9) e Hp ++++ l6, xfMl®BgROARY .• / G. 2020 FUEL GAS CODE OF NEW YORK STATE BASED ON THE 2018 - ` ;-� R ' *�:, '°"'; $j ,;Y,� ." ' ,w. ` , ' BORROWER AGREES IT WILL NOT BE USED FOR ANY PURPOSE o Sam Lath TD SPAce _ _ s,. LG-LEACHING GALLEY .. *,•„ , -4', -.; - ..`,T,.; ,.; - INTERNATIONAL FUEL GAS CODE WITH AMENDMENTS. _.:. , ;:, k:: }>pl . - 1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH BUILDING PERMIT T FFIf®TlOLQ 6PJA,T(M FAa.. EG EXPANSION GALLEY „ __„_�;..•,� _ ,^M.,,, ._ �.. .} .,..,.N w _ ; -e., s: OTHER THAN THAT FOR WHICH IT IS LOANED.THIS DRAWING AND THE H. 2020 EXISTING BUILDING CODE OF NEW YORK STATE BASED ON THE ;� [ � t4, aF „ 4 BY THE TOWN OF SOUTHOLD DESIGNS CONTAINED HEREIN ARE ISSUED BIRM£fL00RftEVATION 6REL / /y \'MrR op J' / LAW 1.T ,.i iy rT ' , vo 1„ Efa5nN5 eallouR -@' egrn� 2018 EXISTING BUILDING CODE WITH AMENDMENTS. 1t }} TO PROVIDE TECHNICAL n "4�' - e .1� .; ' ": - , 2. ALL ELECTRICAL WORK TO BE PERFORMED BY SUFFOLK COUNTY INFORMATION TO THE PROJECT TEAM.THIS INFORMATION IS twSnNS I�ATI I, 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE BASED _ �'�" ------- -•�'-- -h •.�ti', - � -� INTENDED FOR USE ON THIS PROJECT ONLY. sror azv^ren® /ewsrlNS svurAar sYSTe� "'�4,`y. zo Lrfi LEGEND „ " -..'"". ..."i".1-- �S+" �, y yt 'u'z. 4. .v,....,k: - '' }' ,r a� T ON THE 2018 PROPERTY MAINTENANCE CODE WITH AMENDMENTS. LICENSED ELECTRICIAN .cF ro eE,eA, ..rr+pwl �i4' e• .. +- 1 w....-'' ;ram" 3. ALL PLUMBING WORK TO BE PERFORMED BY A PLUMBER DULY SCALE: As indicated �h REf£R ro Arrzavm 5taG Psra � � �o, -wY �'.,y„,,� '.�-L'y,-+•+.,Y.. ..�,� FOR Avanowa INauuroN a , AroN� � zowx \. ALL BEDROOMS TO BE FITTED WITH AN EGRESS WINDOWS AND ACCESSORY BUILDING - a - - - - - - - - REGISTERED WITH THE TOWN OF SOUTHAMPTON 40 COMBINATION SMOKE DETECTORS AS REQUIRED BY CODES SETBACK LINE A T� °°-` 4. ALL GC WORK TO BE PERFORMED fA `, �.-.°::,:4 CONTRACTORS HOLDING A VALID PRINCIPAL BUILDING r 't1 ; g r HOME IMPROVEMENT CONTRACTORS LICENSE !' `PQp • ! \ PavA,< L o= ` ,1. .� ,., '�%< ^�,:'eu.. � -.' z.,,, # m o„ I MLLx SETBACK LINE ="`, = 5. ALL POOL RELATED WORK TO BE PERFORMED BY A CONTRACTOR DULY �h r rur' `�`•,,"a2:.' ' 3 FOR PERMIT ONLY 1 q,Q TRAINED BY THE SUFFOLK COUNTY POOL ASSOCIATION AND WILL BE 2/07/23 To RRI6ATIDNT - , i .� � , ° , =°' •_- - PERFORMED IN ACCORDANCE WITH ARTICLE III OF THE SUFFOLK # REVISION DESCRIPTION DATE .,. ($oETPIL,Tars qrd PROPOSED STORM p(ZAINAGE SYSTEM CIS MILAT®TO.Pax PAno AVD wPEn Etl5fIN6 •'ks 5TORlM4T6t TW9RARr 11 e'0 -1 ?< �t z' STr FRAw ovfitlrG F NPOOL COUNTY CODE To�.BI osx 60, . ��TA ., ._� �- - - w N D�. NEW POOL & DECK EXTENSION ; ` '" " - ` ''' 6. ALL DISPOSAL OF MATERIALS TO BE DONE IN ACCORDANCE WITH STORI,IXL4NA6E SYSTEM. C., { _ -' 1 F! � ;y'.A.CYO, A ��• l. S '-' - '" •'•.„ TAN"` 0®ILAI®TO��OPa£D DRIVE IPN+KMi AfffA .k. } - g'- 4 I SUFFOLK COUNTY SOLID WASTE MANAGEMENT PLANS AND APPLICABLE s SroPN GRNNxff iPoEIRARr N �✓�, eRA�- LAND� � :� N DV x 5'LIP.W lEYA1M5 PCVL - _ e�.ad 15M aria erm ua zmrvm � d a:r� F, - , p =' 11925 SOUNDVIEW AVE y RECYCLING REGULATIONS wo uArer naww.,Fe �, \ � d •.v:o. M'o 9 \s ~� ,��� ,`' '- '. � ,v d�'. ` ,tl ,,,s - ,� ? wd • � �. ' a . � s �To COMP - ° � - - � - wK - -'-" -� 2i 7. THE PLANS ARE SCOPE DOCUMENTS THAT DO NOT NECESSARILY SHOW SOUTHOLD NY 11971 TEST HOLE n m a'�,o.T, - ' »9� ,sd' .�. POhtR AND coMwNlcnnoN r _ � TAPPD��� WILY ALL OF THE ITEMS OF WORK OR FITTINGS OR EQUIPMENT REQUIRED ge.aka nA'zNv oN or-x,-zon e, PROPOP�_--_ �O GawLn POINT5 PROPOSEb PG RETAIMN6 WALL a 9 POLE A55 ow cONELT FIR EXISTING WINDOW WELL Ttt^Te eaox PATb Faur�ez A55roM; =stt� 9 FOR THE SATISFACTORY AND PROPER COMPLETION OF THE cur z n Ts.tea sas' _ wy\ �' IILI PvvVIIM5 x�m HN Mff (W aro APPROR.IZ31b,MM XTAIL,TIXSDW) 05 , ; = D'rBLL1%, < F xw - ��� PRDP05ED,'NPfNOE � - e �� "A�Q INSTALLATION OF THE POOL SUCH AS COPPER WIRE GAUGE STAINLESS TITLE & ZONING 94O Xd roINTB<BYAM�rB_Ia AIJkIINM POOL PEIY.E A`05ELF-(x,051N5, �:\�•�ar• -_.FRr1H�0'_Erh -. 6MIOUE uP �� "otlYl nTE 9A'PM 5L1 flFl6N0 HBlfT1E!'�.LTm6�;�11RP0[ 5F1FiATGNN56A1E�a.TYPOF3 ! tl'a - - � ",� 12" = 1'-0" cax Fz�wot0 IF,ssraire 5ereol.Fi s.a maovrN� +y, c ,-a �' V � f f ,pr STEEL BONDING WIRE REQUIREMENTS AND REQUIRED CODE ITEMS. ,� , uroN A POOL EOVIPMEN LOCATION rtw NJTETD.5N&PrOL OFFM40YY WHEN IN DOUBT PLEASE CONTACT EITHER ENGINER OF RECORD OR OYYIBI PRIOR TO OaL POOL HLTN. � i > t I PoaulrNrw 4B off - r °P� 'tw }.d e.c „a .;�. .«. •4, a s,•e LAST IRLN PawKr cahPPxr PATT@M ro,61M PROPOr5M POOL PRAINAQE STORAGE �� .,�.� O®GAIBI TD�DIBLAKAW RO.BTIRIFS �''_� �#` .- -T` � <�; ,:°�-. � . MANUFACTURER FOR ANY ADDITIONAL CLARIFICATION. oa r,;rwL(AD.Trsr To PauSx Lr+oa�s') DF__TO,i40L a cKrLV ANo SroRASE o•, f zrcnn DRawsP TR®rtner i T �'�•*y - j a'^;) e w `C FxPL ORME STLFM,AiBt TW3IRARr III `�Os ,. (3)aY x 4'110.CP IEKMINS PC015 Y .F � -d,, r,.- K:°, °f^Y- -" A< DATE: 08/04/22 ONELrTOP EiaP j T�5 GENERAL NOTES �,e�� ,� e yQ PROJECT NO. : 30801 .PCR CALL un oFT,vI.Tars T»as FOR cua AriD cEua SQ Dvrs sri sa ^C• �Y, p'' LAND�WF d1 'jp'ayf � �,-; 1 n F[T EMnN6 FEN'+' \ PR(X' {mob _ R .<^i' i;. 5•TiPE pA.MN ��cNma b BEDRGOM SANITARY SYSTEM WT a� IS -IA wrr�.a c,wlelnW''�+T�k°'�4"'•n�°^,�� t� r ��',1' IIBN p@$ITIPGLYETRIBE IM1.-1 laff OFfAL,W5 Ai9) '1 ��R xV51E VWTEH HEATHEN PLAAT :' tom ♦ '�@In , " . THESE DRAWINGS ARE SCOPE DOCUMENTS FOR PERMIT ONLY AND DRAWN BY KM Ar� _yy sEFA,x� raa"•�i,ERA�sET.� � ruCONTRACTOR IS EXPECTED TO SUBMIT SHOP DRAWINGS FOR THE CHECKED BY: MAC 4' J f._J i le nrnawlox 4� ALL KNL5 Tld 5, 2ALL�roL Nr ,„nM,N.L LF S T.Sa D�oPAMN .;» •' ,- a ^ , � CONCRETE, HELICAL PILES, REBAR AS WELL AS ALL OTHER POOL y "' DWG N0.a-SIN 8MN tars svu�St7xA rorrrd:SSNs srRExSTN OF xaao PS l.xse DArs, P' p a° + ". tr.;' w- rt �+w;C�.:: , 'q J . �d- (jl 'Z E[D cv remAR 5 ni oRnxse zrracrs swat ce a.v.®x ,tP.,ee irAcxm;sous Pr w zM.x resiFFv,;ael ANJAL <F �eeaxT�®.a vAna Is ro ce tamxm To F' ;. .'ART' x4'•.':1; ,,. "F S PROPOSED SITE PLAN � .8 r< .: »•>r, '�;; `'" I Cua N DNMfRt $KTERAN4^R SqL ,.IP.EIS• ,xA,�x�oErsN.�.rE,», I�PE,I�w�NrRPEPL� ° " ,' �. . _, '`�„ EQUIPMENT FINAL DEPTH OF POOL TO BE COORDINATED WITH CLIENT0 gaW hry,Y H1T6UAL( p) FCklfiBtY ND 501T04 U5F6501R 35 TO<Q,ECT Nx!l5FWI5 TOnMMA4E 5TST91 A991CYN.FlTCN AT Va' O t INTH2 LFACIINS t�NOTE 61 ,nR w Dxacnox of LEKMN6 r>+w F ea r wreacTwN ro ' F.wa 4 €- € '� r..'FgY"�" �',.'`5 fs. "='.G f .M,a,;,p r., <, ,a, ,;r<�a,.r'.•^�g:: !^ C'• TYP.STORMWATER LEACIING POOL DTL °`E° noNrA�oxpv } I \ _ j�' yf`.s✓' r %'.b z ''' � ; y 40 AUATION of rorf sxarruTroN rwsTx o-aV xA*[rx.TIPMr olxr tEsnxz.vu rAsm o-3]Rl "°+, J.p �' �A k N 3.'4 SHEET N0. . OF roiTO$LATE O.BAfiKET 5P6'.IFILATNM(ASH F<TU , IY� 'J �Jd.��.r..iiJ.lms�v,......"v,i ,^4•3 a.-�a' 2 SURVEY _ ZONING MAP n AERIAL VIEW 12 = 1 -0 4 1211 = 1'-011 6" = 1'-011 1 2 3 4 1 2 3 4 R402.2 CONCRETE. ----------- -- 1 2 3 4 5 -BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO WEATHER SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 PSI -BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE ------------------------------- STRENGTH OF 500 PSI bASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED T -- ----- ____________ - -• - - - , - - - - - - - - - - - - OWEATHERSHALLHAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI ---------- -PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI -------------- -------------- NOTES: _ THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF -------------- THE ENGINEER PRIORTO CONSTRUCTION D - 1. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL.THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A -------------- ------ --- MINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. -------------- -------------- 2. ALL REBAR ASTM A-615 GRADE 60. 3. REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10"BELOW TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW. -------------- -------------- o°° o e 4. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. ---_-- 5. THE FOUNDATION CONTRACTOR SHALL COORDINATE THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION ° o OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 6. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOUL ENCOUNTERED DURING EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL 7. INSTALL ISOLATION JOINTS IN THE FLOOR SLAB EVERY 18'MINIMUM ° Lill ° 8. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING ° 9. BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY THE EXCAVATED AREAS ALONG THE STEM WALLS AND FOOTINGS ARE TO BE BACK FILLED WITH CLEAN MATERIAL AND MECHANICALLY COMPACTED WITH CLEAN FILL IN 6 INCH LIFTS.EACH LAYER IS TO BE COMPACTED TO 98% NJ MODIFIED PROCTOR. — C 10. BASE MATERIAL LAYER SHOWN ON DRAWINGS IS TO BE COMPACTABLE,EASY TO TRIM,GRANULAR FILL THAT WILL REMAIN STABLE AND SUPPORT CONSTRUCTION TRAFFIC.A CLEAN FINE-GRAINED MATERIAL WITH AT LEAST 10-30%OF PARTICLES PASSING A NO. 100 SLEEVE BUT NOT CONTAINING SILT,OR ORGANIC MATERIAL IS RECOMMENDED. C� 11. ISOLATION JOINTS ARE TO BE INSTALLED BETWEEN THE SLAB AND THE WALLS.USE PREFORMED JOINT FILLER THAT IS TO BE CUT �a � '/2 INCH BELOW THE SLAB SURFACE AND THE RESULTING JOINT IS TO BE FILLED WITH AN ELASTOMERIC JOINT SEALANT 12. CONTRACTION JOINTS ARE TO BE INSTALLED AS SHOWN IN THE DRAWINGS AND ARE TO BE%THE THICKNESS OF THE SLAB BUT NOT LESS THAN 1"DEEP 13. THE WELDED WIRE REINFORCEMENT IS TO BE PLACED IN THE TOP THIRD OF THE SLAB AND IS TO BE ADEQUATELY SUPPORTED BY —D PRECAST CONCRETE BAR SUPPORTS TO ASSURE THAT THE REINFORCEMENT IS HELD IN POSITION DURING CONCRETE PLACEMENT AND FINISHING EROSION CONTROL MEASURES 1. DURING THE COURSE OF CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES ARE NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS,WATER COURSES,DRAINAGE INLETS, RECHARGE BASINS,ETC.ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: a. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. b. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. c. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF CVELOCITIES. d. SEDIMENT SHALL BE RETAINED ON THE SITE. 2. SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFIRM TO THE "NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 0 3. SEDIMENT BARRIERS(SLIT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR DURATION OF THE WORK.NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. 4. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM THE SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED. 6. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS.MAINTENANCE MEASURES INCLUDE, BUT AFE NOT LIMITED TO,CLEANING AND/OR REPAIR OF SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION. 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM Lp,TITUl7E 41 2 STY DWELLING BEING TRACKED ONTO LOCAL ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED. q -- 9. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED.AFTER PERMANENT STABILIZATION,PAVED AREAS SHALL —. *�• ;:= - _ ------------ BE CLEANED AND DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY. _____-_--_ 10. TOWN ENGINEERING DIVISION TO BE CONTACTED NOLESS THAN 48 HOURS IN ADVANCE,TO INSPECT; EROSION CONTROL MEASURES, DRAINAGE BEFORE BACKFILLING, BEFORE AND AFTER PAVING OF ROADS AND PARKING --------- =' LOTS. pL'gNNINri � EtiIGI�•16��'�a(A NOTES: MARC A.CHIFFERT,P.E.,LEED AP EXTENDED POOL DECK PLAN 53 Hill St.#18 2 �� 1. THESE DRAWINGS ARE MEANT TO BE USED AS GUIDELINES FOR AN EXPERIENCED DECK Southampton, NY 11968 1/4 = 1 -0" BUILDER FOR THE CONSTRUCTION OF THIS RAISED DECK AND POOL AND DO NOT DHOW Tel.(631)353-3375 ALL ITEMS THAT MAY BE REQUIRED FOR SATISFACTORY COMPLETION OF THE WORK. 2. SHOP DRAWINGS AND CATALOG CUT SHEETS SHOULD BE PROVIDED BY THE SUPPLIERS WWW.CHIFFERT.COM AND TO BE REVIEWED BY THE ENGINEER OF RECORD AND A COMPETENT AND EXPERIENCED REGISTERED ARCHITECT. LATITUDE 41,PC&MARC A CHIFFERT PE EXPRESSLY RESERVES ITS 3. FINAL DECK PLANS TO BE DESIGNED BY A STRUCTURAL ENGINEER OR EXPERIENCED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE REGISTERED ARCHITECT IN WITH AESCE-16 AND LOCAL CODES.RAILINGS SHALL BE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR PROVIDED WHERE DECK IS HIGHER THAN 30"ABOVE GRADE. COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO 4. ALL FOUNDATION WALLS TO BE WATERPROOFED, NOT SIMPLY DAMPPROOFED. BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE WATERPROOFING AND RELATED PROTECTION BOARD/DRAINAGE BOARD AND INSULATION EXPRESS WRITTEN CONSENT OF CHIFFERT ENGINEERING pc. IT IS A TO BE SUBJECT TO A SPECIAL INSPECTION. VIOLATION OF NYS PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY UNLESS ACTING UNDER THE BSUPERVISION OF A NYS PROFESSIONAL ENGINEER/ARCHITECT. SECT.7:209(2),ART.720 1 ) ARE AN INSTRUMENT 2 3 4 5 SDERVICIEG&ARETES T EA RND OPERTYINS OF CHIFFERT ENGINEERING PC&F MARC A.CHIFFERT PE. INFRINGEMENT WILL BE PROSECUTED, INFORMATION HEREIN IS CONFIDENTIAL.BY ACCEPTING THIS PRINT, g " ° BORROWER AGREES IT WILL NOT BE USED FOR ANY PURPOSE G •p'-On c ------- ,� O I I OTHER THAN THAT FOR WHICH IT IS LOANED,THIS DRAWING AND THE -s 6 DESIGNS CONTAINED HEREIN ARE ISSUED TO PROVIDE TECHNICAL INFORMIATION TO THE PROJECT TEAM.THIS INFORMATION IS INTENDED FOR USE ON THIS PROJECT ONLY. L _ __m®-..®®®e__ SCALE: As indicated !i o -__ HELICAL PILERS J J J C 0' 10" 3 FOR PERMIT ONLY 12/07/23 I' # REVISION DESCRIPTION DATE _ - D - - NEW POOL & DECK EXTENSION =_ 11925 SOUNDVIEW AVE �- - SOUTHOLD, NY 11971 FLOOR PLANS DATE: 08/25/23 A,R*� oORE � f"p PROJECT NO. : 30801 4'-0" 19'-4" 1'-8" 6'-0" rI-c�C� DRAWN BY: KM n CHECKED BY: MAC �C yu, � .z DWG NO. ���ES5IONP� T.O. FOOTING PROPOSED POOL PROFILE SHEET NO.: OF 4 1 1/8" = 1'-0" 3 1/2" = 1'-011 1 2 3 4 1 2 3 4 D C �.0 - ,_ SOUTH 3 SOUTH WEST 3D VIEW 4 3/16" = T-0" I.AO-LJbF- 41 1 2 3 4 5 MARC A. CHIFFERT, P.E., LEED AP 53 Hill St.#18 Southampton, NY 11968 Tel.(631)353-3375 WIIVVV CHIFFERT.COM CHIFFERT ENGINEERING DESIGN,PC&MARC A.CHIFFERT PE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY ` _ = WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF A < CHIFFERT ENGINEERING pc.IT IS A VIOLATION OF NYS PROFESSIONAL 1 ° LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY d°.- < ° ° a I° ;` a E - ' / UNLESS ACTING UNDER THE SUPERVISION OF A NYS PROFESSIONAL IAl' ' d ; " ° ; . _. ,='. /\/\\/\\�\\�\�\\�\\�\\� \\\�\\ \\ \\ \\�\\ \\' ENGINE ER/ARCHITECT. \ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/ / \\\\\\\\\\\\\\\\\\\\\� SECT.7209(2),ART.720 r\/ / / / / / f/ // f/ // f/ f/ f/ /\f/\//\f/\/ f /\/ \\ \\ DRAWINGS, NOTES AND SPECIFICATIONS ARE AN INSTRUMENT OF .f\\f\\/\\/\\/\\/\\/\\/\\\\/\\/\\/\\f\\/\\/\\'\\/\\f\\f\\/\\f\\f\\f\\/\\/\\/\\/\\/\\f\\/\\ \\/\\/\\ \\ \\/\\/\\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\\\ \\ \\ \\ SERVICE&ARE THE PROPERTY OF CHIFFERT ENGINEERING PC& i\/\/\/\/\/\/\/\/\f\/\/\/\/\/\f\f\/\/\/\f\/\/\/\/\f\/\f\/\/\/\/\/\/\/\/\/\/\/\/\//\//\//\//\//\/\/\/\f\f/\//\//\//\//\//\/\f\/\/\f/\//\//\//\f/\//\//\f/\//\f/\//\//\f/ / /\//\//\//\//\//\//\/ /\f/\f/\//\//\//\//\!r\//\/f\//\//\//\//\�r\/f\/f\/f\//\/f\//\//\//\//\//\//\//\//\//\// /f\//\//\//\//\f/\f/\//\//\/\/\/\/\/\//\//\// f/\/\/\/\/\/\/\//\//\//\//\/\/\/\/\/\/\/\/\/\/\\/\/\/ / /\/\/\/\/\/\\/\; MARC A.CHIFFERT PE. INFRINGEMENT WILL BE PROSECUTED, i\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\\/\\ \\ \\ \\ \\/\/\/\\/\\/\\/\\\\ \\/\\ \\�\\/\\/\\/\\/\\/\\/\\/\/\/\\/\\/\\/\\/\\/\\/\\X\\�\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\\/ \\/\\/\\/\\/\\ \/ ////f////////f//f/////f!rf/f///f/////f////f//i /////////////f /�/�// // // /f//f/////X// / // // /f/f // /f /�/�\//\/f\/f\//\// f/\// /f /f\/f\/f\/f\/f\/f //\// /�/f //\//\//\//\/f\//\//\/f\/f\//\/f\//\//\// // //\//\/f\//\/f\//\//\/, INFORMATION HEREIN IS CONFIDENTIAL.BY ACCEPTING THIS PRINT i\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\ \\\ % /\\/\\/\\/\\/\\%\\/\\ \\ \\/\\/\\/\\/\\/\\%\\/ % /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/ f///f/f///////////ff/// /,r//f/ / /fj/ ////// ///f�/`\//\/f\//\f/\/f\//\// f/ f/\f/\//\//\//\//\//\/\/`\/f\//\//\//\//\//\//\//\//\//\f/\f/\// / \/f\� BORROWER AGREES IT WILL NOT BE USED FOR ANY PURPOSE OTHER / // / / f / / /f//f ///,/f // //f/ff// ///,// /f /f // //f//f j / f /f // // // /ff//f//f///f// // // �j //�✓,j/� / // , N THAT FOR WHICH IT IS LOANED.THIS DRAWING AND THE \\�\\/\\/\\/\\/\\f\\ \ \\ \\ \\ \\/\\f\\/\\/\\ \\\\\\\\\\\\ \\ \\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ DESIGN / cif/\f/\f/\f \f/\ \ \ \ \ \//\ \ \f/ // f/ // // f/ // S CONTAINED HEREIN ARE ISSUED TO PROVIDE TECHNICAL ,f\/\/\/\/\/\/\/fir\/\/\/\f\f\/\' \/\f \\/\\/\\/\\/\\/\\/\\/\\ \\r\\ \\ , i\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\ j\\j\ \\j\\j\\j\\j\\j\\j\\j\\j /\/\/\/\\j\\j\\j\/\ \/\/\/\/\/\/\/\/ /\/\/\/\/\/\f\/\ \/\/\/\/\/\/\/\/\/\/\/\f\/\/\f\f\/\/\f\/\/\f\/\/ INFORMATION TO THE PROJECT TEAM.THIS INFORMATION IS // // // // // /i // f\//\// // /f\// r\//\//\/f \/ //\f/\//\f/\ \//\f/\// \//\//\//\f/\//\/f\/f\ \//\f/\f/\f/\//\//\/f\f/ /\//\/f\/f\//\//\//\/f\f/\//\//\//\f/\//\/f\ff\//\f/\/f\f/\f/\//\//\//\% i\\\\\j\\\/M\\\\\\\\\\\M\\\\\\\\ \\j\\j\\j\\j\\j\\j\\\\\\\\\\\j\\ \\j\ \\\\\\\j\\j /\\j\\j\\j\\j\\j\\j\\j\\ \\j\\j\\j\\j\\j\\j\\j\\j f\\j\\j\\j\\j\\j\\j\\j\ \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j INTENDED FOR USE ON THIS PROJECT ONLY. /f�/f //� �// i� //\/f\/ //�/f�/f / /\ \/f \// \//\// \/f\// i\\j\\j\\j\\j\\j\\j\\j\\i\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\� ,\\j\\j\\j\\j\\j\\j` :/\\j\\j\\j\\j\\j\� r\\//\\//\\//\\//\\f/\\/% 'f/\\f/\\//\\//\\//\\f/\\ i\\//\\//\\//\\/f\\//\\//\\/f\\/f\\ff\\/f\\ff\\/f\\//\\//\\/f\\ff\\/f\\ff\\ff\\ff\\//\\f/\\� SCALE: f/\f/\��\//\f/\f/\f/\//� /\//\f/\//\//\//\� \f/\//\//\f/\f/\//� /\/\/\/\/\/\� \/\/\/\/\/\/� / /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\� As indicated \ /\\// \ \\/\\ff\\/\ \ \ \\f/\\f/\\/\ \\f\\/\\f\\/\\/\\/\\f\\/\\/\\f\\/\\/\\f\\/\\f\\f\\/\\/\\/\\f\\ /\\j/\\jf\\jf\/f\/f\/�\jf\\j/\\j/\\jf\\j/\ff\ \//\f/\/f\\j/\\jf\\jf\\jf\\jf \//\//\ff\//\//\ff\//\ \//\/ //\//\//\//\/f\/f\/f\//\//\ \//\ \ \ \/f\ �f\\f\\f\\/\\f\\/\\f\\f\\/\\/\\/\\f\\f\\/\\f\\'\\/\\/\\/\\/\\f\\f \/\\/\\f\\f\\/\\/\\/\\ /\\/\\/\\f\\/\\/\\f\\/ \/\\/\\/\\/\\/\\/\ /\\/\\/\\/\\f\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\� \ \ \ \/f\/f\ \/�/f\ \/f\ \ \ \ /f\ \/f\ff\//\//\ \/f\/f\ \ff\ff\ff\ \/f\/f\ \ \ \ \ \ /f\// / \ /1\/, \\f\\/\\/\\/\\/\\ \\/\ \/\\/\\/\\/\ \ \//\ //\/f\/f\/f\//\/�//\ /\\f\\/\\,\\f f/\/f\//\ //\/\/\/f\f/\//\//\//\/�//\//\//\ff\//\//\/f 8 2 FOR PRICING 11/03123 SECTION 4 N �, _ ,-0 3/16 1 \ \ \ \ ° # REVISION DESCRIPTION S 101 2 / \//\//\/f\//\// o•i'�; R TION DATE R�\��\�\\��\��\ \\r��\\\�\��\��\\�� NEW POOL & DECK EXTENSION \i\i\i\\i\\i\\i\\i\ 11925 SOU N DVI EW AVE /\\/\\f\\f\\/\\/\\/\\/\\ \/\\f\\/\\/\\/\\/\\/\ SOUTHOLD NY 11971 \\/f\\//\\/,\\//\\f�Vf/\\ff\\ff\\//\\/f\\ff\\/f\\/f\\//\\f/\ e i\i , \/\ /\ \\f/\\//\\/f\\f/\\f/\\//\\f/\\/��f/\\//\\f/\\/f\\ff\\f/\\//\\f/\\//\\//\ /f\\ff\\//\\/f\\//\\// //\\ \/ \\f/\\/f\\/f\\/ /i//i//i/ ///f\,/if/i/fif/iffi//%fi/fi//iffi//i//i//i//i/fi �44\/� /f�//�/f�f/� \f/�//�f/�f/� t- T- 77-711 711 � �\\� \\�\\�\\fey\\�\\\/\\�\\�\\�\\�\\\ \\ \ \ \ \\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ GENERAL SWIMMING POOLS NOTES \f/\f/\//\// \f/\f/\//\//\f/\//\// f/ // f \/\/ /\ // // // //�f //�f%f/�//�f/�//�//�//�f/�f/�f/ ELEVATION SECTIONS & < \f\\/\\/\\f\\/\\/\\/\\f\\ \�\ / /\f\f\\/\\/\\/\\ \\,\\f\\f\\f\\f\\f a .\\/\\/\� \\ \\/\\/\\/\\/\�\�y\\/\\j > > 1. SWIMMING POOLS aHALL BE CONSTRUCTED OF MATERIALS WHICH ARE INERT,STABLE, \/\f\//\//\/f\//\//\//\//\/f\// / / /f // // /f/ / // // /f // // /f // // NONTOXIC WATERTIGHT AND ENDURING.SAND OR EARTH BOTTOMS OR UNLINED WOODEN / /\\/\\%\\/\\%\\/\\/\\/\\/\\/\\/\\/\\/\ / /\/\\/\\f\\/\\/\\/\\f\\f\\f\\/\\f\\f\\f\\ \\\ \j\\/\\j\\j\\j \\/\\j \\ \j\\j\\j\\j /\f/\ \//\//\//\//\//\/ //\// // / \f\ f\//\//\ / /\// /\//\/f\/f\//\//\//\// \/,\f,\f,\/,\f,\/,\/,\f/\/,\f\/ /,\/,\/,\/, �/, PERSPECTIVES TUBS ARE NOT PERMITTED. \ /\f\\f\\f\\/\\/\\f\\f\\/\\/��f\\/\\/\\f\\/\\f\\f\\/\\/\\f A ,\ \ \ 2. ALL SWIMMING POOLS SHALL BE DESIGNED AND CONSTRUCTED TO WITHSTAND ALL /\/\\f\/\f\\f\\/\\/\\f\\/\\ \/\/\f\\/\f\/\f\/\f\/\/\\f\\f\\/\\f\\/\\/\\f\\f\\/\\/\\ / //// // // // // // //// / / // // // // // // // // // // // // // // // //// // // // // // // // // // r ,� , // // // // // // ////// //// // // // // // // / / / / / / //f/////////////// ANTICIPATED LOADING FOR BOTH FULL AND EMPTY CONDITIONS.A HYDROSTATIC RELIEF VALVE \ \\ \\ \\\\\\\\\\\\\\ \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \\A\ \ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\\\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\/\\ DATE: 11/09/23 //\/\//\// /f ///f// /f /f // // // // // /f \1 AND/OR A SUITABLE:UNDERDRAIN SYSTEM SHALL BE PROVIDED.THE ENGINEER OF RECORD / // / /\/\/\/ /\/\/ / /\/\/\/ of NE / /\ / /\/\/\/\/ / /\/\/\/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\ / \/\/\/\/\/ /\/\/\/\f\ \/\/\/\/\/ r\/\ \ \f\ \ \ \ \ \ \ \ \ \ A PROJECT NO. : 30801 SHALL BE RESPONSIBLE FOR CERTIFYING THE STRUCTURAL STABILITY AND SAFETY OF THE' / // /f\// // // / f // //\//\///f\//\/f // /f /f /f //\/f //\/f\// //\/f//\// //\// /f\/f\//\/ /////f // // // // // // // /// // // // //�// /f /f // / / // /f // // / /f /f // / / // // /f / / //////// ////////f///////f///f/f//f//f �� c��Rs C O \ \\\\\\ \ \ \ \\ \\\\\\\\\\\ \\ \\\\\ \\ \\\\\\\\\\\\\\\\\ \\\\\ \\ \\\\\ \\\\\ \\\\\ \\\\\ \\ \\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\\\\ \\ „� \\ \\ \ \ \\ \\ \\ \\\\ \\ \ \\ \\ \\\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\\\ P yi POOL DURING FULL AND EMPTY CONDITIONS / // // / / / / // // // // // // // // // // // / // // // // // // // // // // // // // // // // // ////// // // // // // // // f/\//\// f/\f/ //\�8 -0/j\/j\fj\ //\//\/f\/ /\//\ \� i\ \ \//. //\/\/\ \ \/\/\/\/\/\/\/\/\ �cr T DRAWN BY: KM \f\/ f \/\f\/\/\/\f\f\f\/\/\f\f\f\f\f\f\/\/\f\/\f\f\/\/\f\/\/\f\f\/\/\/\f\/\/\/\/\/\ f\/\f\, /\/\/ �f\/\ \/ \ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \ \\ \\ \\ \\ \ \ \ \ \ \ 3. WHERE STAIRS ARE PROVIDED,THEY SHALL BE LOCATED DIAGONALLY IN A CORNER OF THE / / / / / / / / / / // / / / / / // //// / // / / / / / // // // ////// // //// // // // // /// / / / / / / / / / / / / / / / / / // // // f/ f/ // f/ // / // // // // // / / / // / // // // // f/ / / / / / / / / / / / /.'/f/f / / /f // // // // // / / / / /f // / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \f\f\ \ \ \ \ \ \f\/\/ /\ \ \/\/\/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / c \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ t� a CHECKED BY: MAC POOL OR BE RECESSED.THEY SHALL BE EQUIPPED WITH A HANDRAIL.STAIRS SHALL BE OF \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / // // / // /// / / / /f //// // // /f // // // /f // //// // / / / \/ / \ /\/\/\ r91 u f// / // / // / / / / / / / / / / / / / / / / / / / eu /\ \ \ \ \ \ \ \ \ \/\/ \/\/ / / / / / / / / / / / / / / / / NONSLIP DESIGN,HAVE A MINIMUM TREAD OF 12 INCHES AND A MAXIMUM RISE OF 10 INCHES A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,\ \ \ \ \ \ \ \\ \\ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ G � \ \ \ \ \ \/\ \ \ \ \ \ \ \ \/\/\f\/\f\ \ \ \ \/\/\/\/\f\/\/\/\/\f\/\f\/\/\f\f\/\/\/\/\f\/\/\f ,/\/\ \ \ \/\/\f\/\/\ \ \ \ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \ \\ �r � DWG NO. : CONTINUOUS CLEAR DECK SHALL SURROUND THE ENTIRE POOL PERIMETER. IT SHALL BE NOT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ d LESS THAN FIVE FEET WIDE.THE DECK SHALL BE made OF A UNIFORM EASILY CLEANED / o Al 15 IMPERVIOUS MATERIAL AND BE PROTECTED FROM SURFACE RUNOFF.WHERE DIVING BOARDS OR SLIDES ARE INSTALLED,A CLEAR DECK OF NOT LESS THAN FIVE FEET SHALL BE PROVIDED r,,/�,,/i../i,,/i,,/i..fi�fi../ice/i../i�. r� r., r,. r,. r,. r.. r,. r,. r.. /.. r� r� r., i.. r.. r� r� r., r., r,, r., r� r.. r,, r., r., r, r., r., r., r� r.. r,. i� r., r.. r., r.. i� r., r., i., r,, r%r,, i., r.. /.. r% r,, i., r., i� r., i�, r., r., r,. r,. r.. r., r,./r,,/i../i../i�/i,,/i,,/i../i../ice/r.,fi../i,,/i..fig/i../i../i,./�..fi,,/r,,/i,,fig./i..fi,./i,./�,,/i../i,./�,,/i../r�/i�fi�/i,, SHEET N0. . OF BEHIND THE DIVING BOARDS OR SLIDES. SECTION 3 Oil 1 2 3 4 1 2 3 4 POOL SYMBOLS 3 WAY VALVE WITH JANDY ACTUATOR r DT< BALL VALVE #1 CHECK VALVE o: SG#1 o PH#1 CTRL#1 E:IDPUMP w JANDY BOX a: SPARE SUCTION z LINE FOR FUTURE ® SKIMMER VACUUM SYSTEM D PH#1 FL#1 z 3 LINE SUCTION BOX (2 JET PUMP & 1 MAIN) w w z � FLOOR NOZZLE PMP#1 FL#1 U U D WALL NOZZLE a- m U AB#1 Z) N UNDERWATER LIGHT PMP#1 w FUSED DISCONNECT SWITCH w PMP#2 w z ® RELAY 0 U U) AV#1 MOUNTED ON A- J NCTIO FRAME GC BOX AV#2 GUNITE POOL FOUR(4)#6 A CONDUCTOR WIRES IN 2" CONDUIT BURIED GUNITE POOL UL#1 UL#2 WITH 2 FEET OF GROUND COVER 2" O JU BOX TIION J C 3 EGRESS STEPS O EGRESS STEP LOW VOLTAGE IN LIEU OF CONTROL WIRING IN A LADDER(SW 1-1/2"CONDUIT BURIED CORNER) WITH 2 FEET OF VACUUM LINE GROUND COVER TO WALL MOUNTED 7SK#1 PF#1 SqA#2 SK#3 CONTROL PAD TO WELL PUMP EP#1 TO WELL POOL - PIPING DIAGRAM POOL - WIRING SCHEMATIC (:3 NOT TO SCALE 5 NOT TO SCALE 41 N POOL PIPING DIAGRAM NOTE 1. THIS DIAGRAM IS A SCHEMATIC TO DESCRIBE AND QUANTIFY THE SCOPE OF pL`1NNWG ENGI�I��R�a� WORK BUT MAY NOT DEPICT THE FINAL PIPING LAYOUT TO BE INSTALLED 2. THE ENGINEER OF RECORD RECOMMENDS THAT POOL CONTRACTOR MARL A.CHIFFERT,P.E., LEER AP POOL EQUIPMENT SCHEDULE 53 Hill PROVIDES A MODIFIED PROPOSED LAYOUT WITH ADDITIONAL DETAILS TO MAUFACTURE Southamptonn,, NYY 11968 INDICATE ALL OF THE ITEMS INCLUDING FITTINGS AND PARTS, LABEL TYPE R MODEL SPECIFICATIONS ELECTRICAL REQUIREMENTS FULL LOAD Tel. (631)353-3375 SPECIFICATIONS PROPOSED TO BE INSTALLED, AND THIS FOR THE W.CHIFFEERT.COM DESIGN FLOW RATE: 150 GPM AMPERAGE WW ENGINEER OF RECORDS APPROVAL FL#1 POOL CARTRIDGE FILTER JANDY JANDY PRO CV460 EFFECTIVE FILTRATION AREA:460 N/A N/A LATITUDE 41, PC&MARC A CHIFFERT PE EXPRESSLY RESERVES ITS FQ.FT. MAX. WORKING PRESSURE: 50.. COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE INPUT VOLTAGE: 240 VAC, 60 HZ MAX. CIRCUIT PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR PH#1 POOL HEATER STA-RITE MAX-E-THERM 400 HD INPUT RATING: 399,990 BTU/HR CAPACITY: 15 AMPS CURRENT: 6 AMPS N/A COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE SG#1 SALT GENERATOR JANDY JANDY PRO PLC1400 N/A N/A N/A EXPRESS WRITTEN CONSENT OF CHIFFERT ENGINEERING pc. IT IS A VIOLATION OF NYS PROFESSIONAL LICENSE LAW FOR ANY PERSON INPUT VOLTAGE: 240 VAC, 50/60 HZ CURRENT: 1.25 TO ALTER THIS DRAWING IN ANY WAY UNLESS ACTING UNDER THE B PS#1 POWER SUPPLY JANDY JANDY PRO PLC1400 OUTPUT: 22-32 VDC @ 6 AMPS MAX. AMPS N/A SUPERVISION OF A NYS PROFESSIONAL ENGINEER/ARCHITECT. PMP#1 POOL PUMP JANDY JANDY PRO POWER: 1.5-1.6 HP TWO SPEED INPUT VOLTAGE: 230 VAC, 60 HZ CURRENT: 7.2/ N/A SECT.7209(2),ART.720 FHPM1.5-2 3.OAMPS DRAWINGS, NOTES AND SPECIFICATIONS ARE AN INSTRUMENT OF PMP#2 POOL PUMP JANDY JANDY PRO FHPM1.5 POWER: 1.5 HP INPUT VOLTAGE: 230 VAC, 60 HZ CURRENT: 8.0 AMP N/A SERVICE&ARE THE PROPERTY OF CHIFFERT ENGINEERING PC& MARC A.CHIFFERT PE. INFRINGEMENT WILL BE PROSECUTED, INFORMATION HEREIN IS CONFIDENTIAL. BY ACCEPTING THIS PRINT, PMP#3 POOL PUMP JANDY JANDY PRO FHPM1.5 POWER: 1.5 HP INPUT VOLTAGE: 230 VAC, 60 HZ CURRENT: 8.0 AMP N/A BORROWER AGREES IT WILL NOT BE USED FOR ANY PURPOSE AIR SUPPLY OTHER THAN THAT FOR WHICH IT IS LOANED.THIS DRAWING AND THE AB#1 SILENCER AIR BLOWER OF THE... 1-6320220F POWER: 2 HP FLOW RATE: 105 CFM VOLTAGE: 240 V CURRENT: 5.5AMPS 50/60 CYCLE N/A DESIGNS CONTAINED HEREIN ARE ISSUED TO PROVIDE TECHNICAL INFORMATION TO THE PROJECT TEAM.THIS INFORMATION IS PF#1 AUTOMATIC POOL FILLER PENTAIR T40-F N/A N/A N/A INTENDED FOR USE ON THIS PROJECT ONLY. SCALE: As indicated SK#1 SURFACE SKIMMER HAYWARD SP-1084 N/A N/A N/A FROM ELECTRICAL. ABREVIATIONS SERVICE SG#1 - 15 AMP SK#2 SURFACE SKIMMER HAYWARD SP-1084 N/A N/A N/A CH CHLORINATOR SK#3 SURFACE SKIMMER HAYWARD SP-1084 N/A N/A N/A PH#1 - 15 AMP 3 FOR PERMIT ONLY 12/07/23 PMP#1 - 15 AMP PH POOL HEATER UL#1 UNDERWATER LIGHT JANDY JLUW20W100 CORD LENGTH: 100' POWER: 20 WATTS VOLTAGE: 12 VAC N/A # REVISION DESCRIPTION DATE FL POOL FILTER UL#2 UNDERWATER LIGHT JANDY JLUW20W100 CORD LENGTH: 100' POWER: 20 WATTS VOLTAGE: 12 VAC N/A NEW POOL & D16GK EXTENSION AB#1 - 15 AMP PMP#2- 15 AMP PMP POOL PUMP UL#3 UNDERWATER LIGHT JANDY JLUW20W100 CORD LENGTH: 100' POWER: 20 WATTS VOLTAGE: 12 VAC N/A 11925 SOUNDVIEW AVE SUB UL#4 UNDERWATER LIGHT JANDY JLUW20W100 CORD LENGTH: 100' POWER: 20 WATTS VOLTAGE: 12 VAC N/A SOUTHOLD, NY 11971 PANEL#3 CTRL#1 (60 AMP) PMP#3- 15 AMP AB AIR BLOWER MAIN PANEL#1 JANDY BOX CNTL#1 POOL/SPA CONTROLLER JANDY AQUALINK IRS CURRENT: 3 AMPS VOLTAGE: 120 VAC, 60 HZ PF POOL FILLER SWIMMING POOL UNDERWATER LIGHT- 15 AMP PS#2 POWER SUPPLY OUTPUT VOLTAGE: 12 VAC INPUT VOLTAGE: 120 VAC SCHEMATICS & DIAGRAM S /q UNDERWATER LIGHT- 15 AMP SK SURFACE SKIMMER ACTUATOR CONTROLLED AV#1 UNDERWATER LIGHT- 15 AMP 3-WAY VALVE UL UNDERWATER LIGHT ��,p� ���,• : 4/20/17 UNDERWATER LIGHT- 15 AMP ACTUATOR CONTROLLED co �VRE cy� p� PROJECT NO. : 30801 ACTUATOR CONTROLLED 3-WAY AV#2 DRAWN BY: JPR WELL PUMP- 15 AMP AV VALVE 3-WAY VALVE S " CHECKED BY: MAC POOL - ELECTRICAL RISER DIAGRAM SC SPA SIDE CONTROLLER SC#1 SPA SIDE CONTROLLER p DWG NO. : 2 NOT TO SCALE �A �atito �� EQ 101 SHEET NO.: OF 4 1 2 3 4 1/2"THICK HYDRAllO FINISH COLOR TBD- 6"X 12"WATERLINE TILE COLOR TBD- WOOD COPING(BEYOND) 33'-0" 33'-0" 31'-0" DSim FINISHED DECK S 101 5'-9" f, d o 0'-101, 6'-0" o 04 ` d ° • - . °e 4.- _ x d _ b p a _e 'a a o 2'-0" o '• - 'a � e -e " <dA, ;d- ^ ., kw d #6 rebar ^� ' Co- - �d•- ♦ , ", y •" ,da '•d' •" p• ,e•.a d d,m .a°,• ?&^ a a .4_ e • d° ••d -•, - ° d °:d• n .. •a• °•'a 4 da ., - d• -4a .a• ­4' -°a a - l < °e a ° ,d,. ° ,, a a d a ° a ° _ _ ;d p a" p DECK PILES PLAN 5 Sim TOP OF BEAM - ° a - ° b d e •d"a a 4 n "° - d a ° a n • - - ° ° - ',d" 8 - "s," e ° ,ad a - 9" tl•c < - .Q d• - > a .. ma• d °. • 10 THICK GUNITE POOL ° •a d s a SHELL AT BOTTOM r• • ' d 9„• e ° a • p ° ° , - • < ; - ;,b _ #4 BARS 16"O.C. 1 _0„ d°D D P°D D P P Dn n n •n,n,,d a DC1 n YS,P P'i D e a,"t] n Da O¢n Pa Dn Da a PO a Da 3A, ,n a D o a n PO Pn a Da Da Dn a Da n Pn°n Da Dn Dn Pn' Pn Dn u0cououm-n a n P Dn Da Dn Dn Dn Pn Pn Dn PP Pn Pn Dn Dn DQ DP Dn Da Da On Pn DD a Da On P °D D D P P D D P D + •¢ D p @ A aHELICAL PILES ��OD D D D DO 4 V4� ii PCJDODO¢aDaDODODaDO¢OCODOPODODODODODQDODOPOPaDO-0QDODOoODaCO0OP0004OSSODODORO¢OPODODODDDOPOPOOO41a{DODO¢ODOPODOOl,1AODaDOGOl1aDO0.ODODODaPO{]a45a{SOD {1ODQDQDQ¢a4aDODOGODODODODa¢aDaDQDOSSODO¢ODODODODaDO¢aPODO{?ODOPaDQDQPa4aDOPa¢ODO4aDaPOPa¢Q51a9aPa0aDODOGOP[p�D Q¢ODppa Dais n ngagn�nqo aqa agngaqnqaqn ago0aga�agognqROnOa0a0a0aOPOnOPOaOnOaQoOopaqcqaqaqopopoqnQaqoqnqnqoqapPpayZngopagngnqoqoqpqapaqaqaqnpa�n�npc0nanpnpaOngaqn�npagaOnqapnpoqPOnpapnOaQPQn+3a'OPOPOnOnOnOaOPQnQn(]nOnOnOAOaOn(?n[?nQnQPQPnopagngngaqaqaqaqo{)agppngP�ngogPOapagaqnqoplqa apogv pngagnq HORIZ.3 MIN - ¢OPODODnVDOD DO P DODODODOPODnUPaD�OPnODnV{SQDOPODaDODODO¢QAODaDODQDODOOQUQo�PODODODODODOPOPODODaDODPOS1a000¢aPaDODaDODQDODODQDnaDODQOODn DaVtSnVDF{1QDO4�9ODQDODO{S�VDODQDOCODaDQDOPOPOPPaDQS1OCDDaaPODODODODQPQDO4aDaDaDaDa¢ODaPODOSSODODnaDaDQDaOQDODO0OPO0ODODaDODOPO¢Q AQDQDODJOODOPOPOP DP OPa n PQDOGOOO¢a \/E , CO V RAGE TIE TO#5 CONCRETE GRADE BEAM �' • // // VERTICAL,24 O.C. d / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / VII/PILES \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // //// // // // \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\ \\ \\\\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\\ \\ \\ \\ \\\\ \// \ \/\ \/\// \/\/\/\/\/ \/\/\/\/\// \// \// // \' // // // \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \\\\ \\ \ \ \ \ \\ \ \\ \\ \ \ \ \ \ \\ \\ \\ \\ \\ \ \ \ \ \ \\ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \ a 3/4 CRUSHEDBLUE:STONE \ \ \ \ \ \ \ \ \ \ \ \/\/\ \/\ \ \ \ \/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ GEOTEXTILE FABRIC 514X4 IPE DECKING W/IPE CLIP \ \ \ COATED METAL HIDDEN FASTENERS - 1/8"JOINTS(TYP)- 1 0, 0'-2 1/2"O.H' \\\�\\ EXISTING UNDISTRUBED ILL SUBGRADE PROPOSED FINISH DECK DECK SUBSTRUCTURE \/;, %G\ a 'a\ ,o \ \ \\ \\ \\ 2 LONG POOL CROSS SECTION DETAIL \\ ° - THRU-BOLT \'� \\ If DOWEL&EPDXY INTO GUNITE ° " °°; _:.° ,,,• /\\\\\\\\\\\\\\\ .a ,,: ;,,, ;"'-, i •, , -4"(MIN)AMBEDMENT41 \ \ \ \ \ e HOT APPLIED RUBBERIZED ASPHALT WATERPROOF MEMBRANE WOOD COPING DETAIL \ \ \� \\ \\ \\/\\/ \/\ 1/2"THICK HYDRAZZO FINISH COLOR TBD- / /\\/\\j/\\j _° \//\\//\\j/\\j/\\j/� Nt NCi EIJGIti1�� (2)#5 REBAR HOOK #5 @ ' \ \\\/\\/\\/\\/\\/\\ \\/\\/\\\\/\\/. MARC A.CHIFFERT,P.E.,LEED AP 6"X 12"WATERLINE TILE @ 12"O.C. #4 CONT. \/\\j\ \j1 53 Hill St.#18 \j COLOR TBD #6 REBAR(CONTINUOUS) %/\\ \ \ \\ \\ \ \\ \\ \ \ \ \ \ \\j\ Southampton,NY 11968 WOOD COPING BEYOND LED NICHLESS LIGHT,TYP. @ 6"O.C. % .d ' • '• ^-.; . ,, ,,_ -�: °* •,j/� Tel.(631)353 3375 SAVI-NOTE LEDZo a," :q \/r WWW.CHIFFERT.COM -COSMETIC RING TO MATCH POOL FINISH / °,:•, = :• #5 REBAR STIRRUP _ / LATITUDE 41 PC&MARC A CHIFFERT PE EXPRESSLY RESERVES ITS C COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE 47 PLANS.THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR aP COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO FINISHED DECK 30 TON 12-10-8CD BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE HELICAL PILE TYP. a: _�\° ° $ RETAINING WALL DETAIL EXPRESS WRITTEN CONSENT OF CHIFFERT ENGINEERING pc. IT IS A =� „ — VIOLATION OF NYS PROFESSIONAL LICENSE LAW FOR ANY PERSON B 30 TON PILE W/6,500FT/#OF = ; •a ° ° ; — — _ TO ALTER THIS DRAWING IN ANY WAY UNLESS ACTING UNDER THE rT TORQUE FOR INSTALLATION, PY<; a-a i i SUPERVISION OF A NYS PROFESSIONAL ENGINEER/ARCHITECT. 2, g ea • ° n o / II 1-1I S�a��g > / 3 . . . • \� SECT.7209(2),ART.720 Framing / / \I\ DRAWINGS,NOTES AND SPECIFICATIONS ARE AN INSTRUMENT OF _ Angle / � i � \ SERVICE&ARE THE PROPERTY OF CHIFFERT ENGINEERING PC& BEAM GRADE DETAIL eager // l i e< I �1 MARC A.,CHIFFERT PE. INFRINGEMENT WILL BE PROSECUTED, B > \ �eag INFORMATION HEREIN IS CONFIDENTIAL.BY ACCEPTING THIS PRINT, Double Joist I BORROWER AGREES IT WILL NOT BE USED FOR ANY PURPOSE g Bolt y or Stringer Beam i OTHER THAN THAT FOR WHICH IT IS LOANED.THIS DRAWING AND THE \ \�I �w/washer to s�d o�0e°�'/A �\ If \\ � � 1 a� i Expansion bolt DESIGNS CONTAINED HEREIN ARE ISSUED TO PROVIDE TECHNICAL \ blocking / e�g�r i �� > > \ I—w/washer tb INFORMATION TO THE PROJECT TEAM.THIS INFORMATION IS Foundati6n Wall INTENDED FOR USE ON THIS PROJECT ONLY, TEMPERED STARFFFE GLASS SAFETY RAIL W/ / �� i� ; `� ii �� \ S.S.CHANNEL SHCE@36"A.F.F.AS PER IRC _ / \ / SCALE: As indicated 2015,TYP. '� i\i • l � \� \� \\�Y�� ��� %��`�\\ \ \\ `A ) LEDGER �y\ \ \ \\ \ \ \ �'` \���wi LEDGER O — �� >i i 3 FOR PERMIT ONLY 12/07/23 5/4 X 4 IPE TREATEOPER ��� � \ \�� \ � � �� \ \� � y� � Cantilever i� \ / \� yi See Detail"C"or # REVISION DESCRIPTION DATE SPEC X/CONCEALED ✓o� \ i� ; �iTl FASTENERS BLAC ,TYP. 2 X Depth \ Sts, �\ \ ��� — — —"D"for Post o ( of Beam Max. �'af \Sp ����\ ��.\���i \ Connections NEW POOL & DECK EXTENSION TOP OF BEAM °' I ✓o�st<�°\Oeck �!>� 11925 SOU _ 4 d I I i\ 9rhx� `yid \� vi �I _Rim ii NDVIEWAVE ° �'� SOUTHOLD, NY 11971 3• it \i Joist 10"THICK(MIN)GUNITE POOL ° a- ° d' C a ° da" 8•°; de ° '',< ki o l \\ �'I�I�\ i \ ��i SHELL AT BOTTOM _ ° ° _ L5X5 1/2 MIN. C \ i \ —4"x Timber �\ y I \� (\� • • - ' ° •.. .••- _ ° a " °. - ° < ° < ° • • "•" -.a° � �-, . - ° -. ° �• ° •�_ � � Postal/2'x' I� ,�-� Beams °,C D D D ,D D•D D•,D L1"¢aG•O^R D•'{S D D°SS°tl p° ¢ "¢ pe D D D,P A`D D D •D ° • 9°P P•P ¢ D D D D D-D•P PROVIDED SIMPSON SDS SCREWS AT EACH JOIST WHEN ' I� � '�'J' �09 ��` j`I qn ngapa0 qa ngagn ° opagagnpnpn,OopagapayJnpapngngoQapnpaqaqoqaqa(JagagapngppaOPQaOn%]nQaOaOPOaOnOTOn(?nOa000a0aQngnYJnOaOPDaOaOQQn'On'Q Qa nQrSOnQnOaO �Q I STRUCTURAL PLANS aD DODaPaD �oaDoPa�oflaDaDaaaDaDa�aPaDaDo¢aPoDo¢aDapaDoDaDaaaDa¢VIODODaPOPODODODODaoaDOPOD000¢OAOPODODODODODOPODODODOAaAODQDODaPOD DoaDaDaDoDaDa PERPENDICULAR TO JOISTS @ 16"O.C., Depth of �i�I�° — Support Cantilever I a I \ Post/Beam O.DgD n�p0Ojnq qa vpappQcOn�nOPOnOnOnOnOnOaOnOnQnOaOnQaQaQ`OnQnOaOdOagapagaOPpnpanaQngayaqapaqopo�OOpaOngqpnbnqvqvqaOnQoqoqapPpnqnqnpnD pre ngngagaqaqaq a{,OP P(.1¢OPa DO OPaDODQDl.1{SOOODOPO¢OPQDCQDODODaDOPQDQDODQDOPOQODODOPODO4aPOPODQDQDODO0o0aDODOD000.7PQPOPODODQDODODOPaDORODaPOPaDODOPafSaD DQ a¢aDaOQDQDODO I cleat both CONCRETE GRADE BEAM PROVIDED BETWEEN JOISTS WHEN PARALLEL Beam 2'x'Depth of 5 � I I Connector sidesA W/PILES F=rjoist Qom Pier Block 1 L5X3X1/2 MIN. Double Joist / I I Pier Block on DATE: 09/08/23 PROVIDED 3/4"THRU BOLTS AS SHOWN 16 O.C. — — I I — —on undistured soil I undisturbed soil �fl Nj \\j\\ / /\\\/\ N o @ or Stringer I I I gravel or footing Pier Block I I gravel or footing ��+ �1C�RE C 1p PROJECT N0. : 30801 3/4 CRUSHED BLUESTONE \/\//\// /\//\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\//\/ \/\//\//\// / ca P y/ -p DRAWN BY: KM r� CHECKED BY: MAC \ I u� GEOTEXTILE FABRIC HELICAL PILES o '� a w DWG N0. .4 6®130 S 1 O �CFES S tQ��� EXISTING UNDISTRUBED SUBGRADE 0 _1,. �C) POST/BEAM �� ) TIMBER POST/ BEAM SHEET NO. : OF 4 \ J DETAIL \ 3 SHORT FOR1 POOL CROSS SECTION DETAIL 4 GLASS RAIL SECTION DETAIL 6 DECKFRAMING DETAILS 1 3 4 , ',I'I'Y �1'.I,I'•� �n',I 7777 FFTABLE R301.6 DESIGN.CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE `a WIND SUBJECT TO DAMAGE FROM PER SQUARE FOOT OF HORIZONTAL PROJECTION I W[NT R AIR ANNUAL ICE BARRIER USE/ SPECIAL MEAN ASPECT TRIBUTARY LOADED ROUND ' ` ` SEISMIC FROST D3SI N FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF AREA IN SQUARE FEET SNOW ` (MPH) CATAGdRY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION FOR ANY STRUCTURAL LOAD' REGION CATAGORY WEATHERING DEPTH TERMITE DECAY MEMBER MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR= 1,816 S .FT. 11 599 599 YES Q TYPE V 0 TO 201 TO OVER 20 psf 140 $ NO NO NO C SEVERE 36" TO HEAVY MODERATE FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 30'-5" 25'-2" 1:3 SECOND FLOOR=1,697 SQ.FT. ROOF SLOPE 200 600 600 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 l ACTUAL FINISHED GRADE (1:3) MAY VARY DEPENDING ON RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 EXISTING GRADE CONDITIONS 12 INCHES PER FOOT 0:1) RISE 12 INCHES PER FOOT(1:1) 12 12 12 TABLE R301.5 AND GREATER - MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER — USE LIVE LOAD SEE MODULAR PLANS BY OTHERS FOR ENERGY COMPLIANCE. - - UNINHABITABLE ATTICS WITHOUT STORAGE 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 SOIL BEARING CAPACITY FOR THIS SITE --- _ HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 IS BASED ON TEST HOLES BY OTHERS BALCONIES(EXTERIOR)AND DECKS 40 AND HAS BEEN DETERMINED TO BE --- — FIRE ESCAPES 40 2,000 PSI(SW,SP)PER TABLE R401.4.1 — - - 200 - GUARbS AND HANDRAILS OF THE 2020 RESIDENTIAL BUILDING CODE - — — GUARD IN-FILL COMPONENTS 50 ASPHALT ROOF sHINGLEs,TYP.PUBLISHED BY NEW PORK STATE. —12 12 PASSENGER VEHICLE GARAGES 50 - - - ROOMS OTHER THAN SLEEPING ROOMS 40 — 8 8 SLEEPING ROOMS 30 WINDOW PERFORMANCE DATA: -- — — — — _ — — SEE PLANS FOR MODULAR HOME BY OTHERS STAIRS 40 FED] \ — ARDIE SHINGLE SIDING TYP. w TABLE R301.7 , i �\: \• y — a —TCP OF PLATE ALLOWABLE DEFLECTION _ OF STRUCTUAL MEMBERS(b,c) -.— STRUCTUAL MEMBER ALLOWABLE / - - 1DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3:12 L/I80 - Ik AZEK TRIM FACSIA WITH NO FINISHED CEILING ATTACHED TO RAFTERS IX AZEK TRIM FOR RAKE BOARDS C INTERIOR WALLS AND PARTICIANS H/1 80 _ - - IX AZEK TRIM FRIEZE BOARDS 00 FLOORS L/360 - - Z — _ - ILL 0 CEILINGS WITH BRITTLE FINISHES Ll�FO _ cn w (INCLUDING PLASTER AND STUCCO) _ CEILINGSW[THFLEXIBLEFINISHES _ —---------- ----- ''--------`--' --' -_- ONCLUDINGGYPSUMBOARD) LCdD m -- - - -- -- -- ---- - j, ------------------------ _ // —TOP OF 5UBFLOOR w ALL OTHER STRUCTURAL MEMBERS Lr_40 \;/�• _ _ __ EXTERIOR WALLS-WIND LOADS (a)WITH —TOP OF CEILING 2 U3611 PLASTER OR STUCCO FINISHES w EXTERIOR WALLS-WIND LOADS(a)WITH OTHER L1240 -- w BRITTLE FINISHES IX AZEK SOFFIT WITH m EXTERIOR WALLS-WIND LOADS(a)WITH SCREEN VENT L/l'O(d) - - — FLE.l'B3LEFINISHES LINTELS SUPPORTING MASONRY L G00 _-- 514X4 AZEK CASING AT OPENINGS VENEER WALLS(e) _— NOTE:I.=SPAN LENGTH,H=SPAN HEIGHT -- 5/4X4 AZEK CORNER BOARDS p 10" HBcG FIBERGLASS - -- � a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN. COLUMNS WITH VINYL - THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE RAIL SYSTEM BY TREX COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLER301.2(2). PER CODE,TYP. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED __ ® ® TYPE V WOOD FRAME 6"DIA. CONSTRUCTION BASED � `i� " HARDIE PLANK SIDING,TYP, ON SECTION 602 V — - —TOP OF SUBFLOOR OF THE BCNYS ^, —TOP OF FOUNDATION REFLECTIVE RED PANTONE LL (PMS#187) F R N0 Lu u' �b REFLECTIVE WHITE 1/2" ,1 STROKE FROF06ED FRONT ELEVATION IJ.�E SAT I ON I SIGN FOR WOOD FLOOR AND 1j `J Y WOOD ROOFING FRAMING uj m O m \9 TRUSS IDENTIFICATION SIGN: X O _ - IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION Z SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED 12 — - —TOP OF FOOTING TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN f O COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES 0 WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD OL cv CONSTRUCTION AND/OR TIMBER CONSTRUCTION. I K_ _ SECTION R312:GUARDS AND WINDOW FALL PROTECTION u- 'R312.1 GUARDS. Lu GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 (THROUGH R312.1.4 R312.I.I WHERE REQUIRED. EN61NEER: . GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-STDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATEDlG�`:-•--� MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR �� ��( T. GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO —_- - - — THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED TOP OF PLATE AS A GUARD. " } C7 — R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES ��0) (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT D 734` - - WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. y O _ o EXCEPTIONS: I,GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT LD J_ ILI LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE JEFFREY T. BUTLER, P.E. CONNECTING THE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 0 SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 -- _ INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED 7 VERTICALLY FROM A LINE CONNECTING THE NOSINGS. _ m — —TOP OF SUBFLOOR 0 w R312.1.3 OPENING LIMITATIONS. L 0 —TCP OF CEILING REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING O Z O d O SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A LL a 00 SPI EP4 INCHES(102 MM)IN DIAMETER. 11-EXCEPTIONS: W Lu p N EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE U Q RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE z �- OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. WLu 0 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT Q 3 ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(l 1 I MM)IN DIAMETER. Q Q o a R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. �j,J (� Z O PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE Q Z `� REQUIREMENTS OF SECTION R_317.4. � � O -_- R312.2 WINDOW FALL PROTECTION. �jf � i.tl O di WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH U) 111 -- REQUIR AIL OMITTED FROM VIEW f-- > — - —TOP OF SUBFLOOR I SECTIONS R312.2.1 AND R312.2.2. O ix — Y J � TOP OF FOUNDATION R312.2.1 WINDOW SILLS. U O p TN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (6 10 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Z di 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER p n o (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR U LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. ' 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL FROFOSEID RIGHT 51DE ELFVA ION DEVICES THAT COMPLY WITH SECTION R312.2.2. R312.2.2 WINDOW OPENING CONTROL DEVICES. ' — - —TOP OF FOOTING WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. PAGE : THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN o / THE AREA REQUIRED BY SECTION R310.2.1. •-----------------------------' [ED] TOP OF PLATE Z O 0o cD OC - TOP OF SUBFLOOR— TOP OF CEILING— — z L3 AA U) Lu F nni li 11 Q } m Ocn i O S K tjI F W m DECK TOP OF SUBFLOOR— - — TOP OF FOUNDATION— - f FATIO U Ell. UJ a: I I II II 11 III II �� II . I FOOL1 n cq `+ II II II III II i� II �I ' ' w ••t Q F FOOTING— �_ - - - - - - - - - - - - - - - - - - - - - - - - TOP O J 11 - I I II II 111 II SI I I I ' ►i- � Q I I II .rrll anti J III dllle pnii II I I � � -7- .- - ------u ---------.u---------- -u-- .---- '1' -J- Lu m Q m FIROF05ED REAR ELEVATION o � o ca z o L -�; 12 �9 ENGINEER: TOP OF PLATE JEFFREY T. BUTLER, P.E. in ° IL U LL u- 4 0 o ° TOP OF SUBFLOOR— (w� ��tttt I.0 F t TOP OF CEILING— F _ � U ° a °TOP OF SUBFLCOR— - — u- a. O v � LL= TOP OF FOUNDATION— - O a u a N Q O W FAGE : FFROF'05ED LEFT SIDE ELEVATION TOP OF FOOTING— _ 2 I 1/ §RR310.1.I MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE TABLE R402.2 HANDRAILS TIC-L?Oli�rl\' :iG'1�CC) L ON-S,1 T` OPENINGS SHALL HAVE A,NINIMUM N T CLEAR OPENING OF 5.7 SQUARE FEET (0.530 M2). rTl�-'--(,�?u•rl'.�Fur(,c; Su�:c�C�tr-,d f l^..-f}r�'.''•tn (fir ,;rll.l�tlav�tr' MINIMUM SPECIFIED COMPRESSIVE 311.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM STRENGTH OF CONCRETE HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), -� -' EXCEPTION:GRADE FLOOE OPENINGS SHALL HAVE A MINIMUM NET CLEAR RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE „_1__1 or-.1 OPENING OF 5 SQUARE FEET(0.465 M2. 1�1 J.fa�_IE`)� '••:J'�,r2t_ i': .'''c':?1_L�-:.12�5 Fi15TL`l TCr,CT'�--:''I':� MINIMUM SPECIFIED TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. is F:_:'''; 1 1C ! CC!I:1'•`•:'t^`J 1`I,.I_5;u' L:'Ci.C. §RR310.1.2 MINIMUM OPENING HEIGHT-THE MINIMUM NET CLEAR OPENING HEIGHT ALL REQUIRED HANDRAILS SHALL$E CONTINUOUS THE FULL COMPRESIVE STRENGTH(F'C) LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT SHALL BE 24 INCHES(610 MM). DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY Sit:1-'SO11 'a2:L`-SCJ52.5 - I'I.( ! %`r�_L ST'_I^S Fi\ TE"!T'�C+ET -� P;: §RR310.1.3 MINIMUM OPENING WIDTH. HE MINIMUM NET CLEAR OPENING WIDTH BE WEATHERINNG POTENTIAL ABOVE THE LOWEST RISER OF THE RIGHT.ENDS SHALL 1 I I f,•L�P,11)f SHALL BE 20INCHES(508 MA). TYPE OR LOCATIONS OF RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY 18ti C:C�t:1i•'. J'I N,:.1`_S:r.;,"Q.C:. LL SHALL HAVE A CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE SPACETERM OF NOT LESS THANRAILS 1.5 ADJM�E ES(O�)BETWEEN THE WALL §RR310.1.4 OPERATIONAL CONSTRAINT .EMERGENCY ESCAPE AND RESCUE AND THE HANDRAIL, OPENINGS SHALL BE OPERATIONAL FR M THE INSIDE OF THE ROOM WITHOUT THE USE BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT LCiT'a_I•T?Is:.l 2,500 2,500 2,500 �,,,., _'. OF KEYS OR TOOLS. EXPOSED TO THE WEATHER �4'`I I)f 1, r• 311.7.9 HANDRAIL GRIP SIZE-ALL REQUIRED HANDRAILS SHALL :2: Fat;'d:U,G`1f.r; l;t'rar.•.,. IIlia` tii:r"t' BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 2,500 2,500 2,500 ` GRASPABILITY. GARAGE FLOOR STARS c•- ,_- +, r, BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND TYPE T. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL -� 7,�1 lrlli)f :I''i.'.'') ;i ! . .J:;r.:rF, ;I 'rlTi:;(,rT,;- OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000" /3,000 / HAVE AN OUTSIDE DIAMETER OF AT LEAST I-1/4 INCHES(32 MM) f AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE / IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF I.:'V.l C.Cti I(.i:: i:r'raiv".:'.\I I'Ii',I :; f:'I'r.r•. WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000°` 1-/3,5/00 AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6-114 INCHES �,,•::1; ?< n.t J:~S 1^,°:'i! ''Ili r;r f ' t ^.r FOR SI:I POUND PER SQUARE INCH=6.895 KPA. (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF I;;!''!`,-:(•r i('.r. t;C"4,1'd I II%`J .>, A.AT 28PST. -IINCHES(57 MM). B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING TYPE II HANDRAILS WITH A PERIMETER CREATE DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WTTH FOOTNOTE D. R THAN 6-1/4 INCHES D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON i <Ir.I ':;t 1!1 11'71:1•' `I S:'.'' RC-ENT. `< :`'�: 'd:4.i "'J":'r,l };II\ITOr,r1 { ra^� - E.SEESECTIONR402.2FORMINIMUMCEMENTCONTENT. Y o LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.• BOTH SIDES OF THE PROFILE THE FINGER RECESS SHALL BEGIN _._.---- ___.. ..-._ _. - WITHIN A DISTANCE OF 3/4INCH(19 MM)MEASURED VERTICALLY 1('i: (:(?h:V'''`."`I I'JAIL'rJ I !,t 1•',0.::• :'•: FROM THE TALLEST PORTION OF THE PROFILE AND ACI IIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INICH BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL leI7 ? .;'F!A.1. "Ji l -�. 3 7 ,)�ht L ^ r, r_ , CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT z SS THAN I-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF � THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE N RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF I 63 63/2 11 1 „ 6 3/z' 1 " 61311 6' 1 0" 61511 6'41/211 61 41/2" 61511 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF:; ';:,I`I -I=,,-!I•=r:.l 4.7G`;IhT 1 t.j�i� :rt_'_... J_ F:':�•+c^t Ir;r,tl,._1, 2: F.:_ ,._ =,� 1r,; r:�•I'.I`. _`I1'J:il__ :i,' _'C'.C. •------------- - ------------- -- ---------- O.OIINCH(0.25MM). . JJ 8 ,PLATOFRM, STEPS ND, -1-LX ,LLl�JII)i 'x .:.1,1_� .I_..' Fi':`5TG^.I1 , ;RAILS TO LOWER P TIO E=35.0 2: k.�: .,_ ��� 11.'•r, r:C:lai•,1:+'J hlP,l__ (.>.r_:. S 1=_r1C1;.1 1 ' 1 1 LINE OF DECK ABOVE Z ^ 1 ^.?U�11)f 1'1,1si_ . . • :;;+ J_c f i',': ,_`I'1C'r:',E1 •-- ------------------ ---- ------------- ------------------ ,---- -- -------------- --- - ---- -------------------------------------- ----------o ----- - N ! 2`, F._r'•^;:_•r`-1!?c:C Ora"w \J Eli.l_b;C''"p"b.C. 1 r ^F .,---\•1— r �-7 \ r \ r \ r r\ r 1 \ r \ r \ r \ r \ 1 w u fH U - - - —1-._} .{y— _ - - y""'a_,'� _ _ _, } - _ —1- e F 4-----------__ _}•e _I �--1-- "',""© -•F, \ r 12J2x10 ACQ GIRDER \ L-J r(2)2x10 ACQ GIRDER \ r(2J2x10 AGQ CsfRDER \ r (2J2x10 AGQ C:IRDFR\ ,r \, r (2)2x10 ACQ GIRDER \ r 12J2x10 ACQ GIRDER\ r (2)2x10 AGQ GIRDER\ r 12J2x10 ACQ GI DER ca r• r1 : i'•:'' ' - t------_------_ --., 21' 0" 18' 6" cw -lA- `\ 0 u ' e (2)2x10 ACQ GIRDE ~,El ' OZ •-- ------------------------------------------------------- ul 1 IS DIA x MIN 48' DEEP `� ' `� ,' w > ' OR TO UNDISTURBED SOIL `�' 6 10 ,1.•,,�.:, �.,-1 1rn:! o� Imo-- A 204 o/� -� /"-- ---------------------- --- ffl 1 C. PIER WITH 6xC� ACQ r { I !,i;'I: ` A 1 ia,l 1 " :, ,. 4 , POST TO DECK GIRDER. 0 O l i f61311 11 1-i1 `�'� I ) Ir.r: hI•'.I t?,(:. V; ANCHOR PER DETAIL 6 3 61311 b S 1 1 °;S i; 0, SHEET, TYP. ._ _ . UI A I - \i(2)2x10 ACQ GIRDER ' ACQ GIj�DER BASE_ X `� 'MENT WALK U ' ' N >.4F�li�f 11.r.:.>t: ; I , r,:�;1A ;!i ri lc`r,t 1'- o; ;n 31011 31 11/211 81611 3' 11/2„ 31011 ; y 111/2" ELE= 32.0 {,;:•;, ;r h .'„ Ftl, Z 1 NOTE: PROVIDE-SOLD LOCKING I 1 Q -1' I UNDER POINT LOADS ABOVE 2x10 ACQ LEDGER I 1 , ,. .. 1 p 1-A 2-A 1-A 1-A 2- 1 J- I � - 51'rtI';,;iy III 11!i t.,•..:c;.: 1 201011 AV 181L11 - ------- -------- ------ ------- ---- l1 4' 3 3/16" 9' 11%" �` 4'3 3/16" ; � :I''t.,.;'l i .. e'N t'i 1;`;:1 ,, :!! On U O V 1-, ; 7.� 411)t Q �� --D-- a --- ---- a ' a --- o----.-�--D-- a -o 1 I:. i?F li•C'. (;!r':1•.1C)'`I I`I+.I_, :i_.�; �i j!, ' , ' • , 1 , 157/8n S� 18'0 5/16" ' •Q ' o ' ; 'a° ; • X I ° ° 12070 FWG 1 11 , 1, , 1, 1 11 1 N 1 16" X SII 1 I ' ! F, )' ! 'I - :}r'dr - 1-Ax - 1-A ---- 2x10 ACQ ---,-R ---<w- - c� ° ' P. `cam, 4 je,11bf I't ,l:l: < /�_! : . 1 i:. {. t:;! 1 - ---------- -------- -- I 0 1 ---------- 1-A -------VERI ---------- ---- 1 A-------- X LED.zr_ 1-A PIER, TY 1 I:''1•'• I -r` '-'` '"` _�' • l.L ' r} - - --_ - -}-� - - - -I— - • d P d • O p • • d P d , O p • • d P d • O ' 1 , D O e O I" \. 1 \ r (2)2x10 AGQ GIRDER , ,(2J2x1 ACQ GIRDER \ r (232xiQ Q GIRDER , b' D- De D• �' d n •Q Ki a , .---------------- -----• ' • - ------------------ ---• `-O-Ax • 4 ------------ ------ -------+. 1-AX11" " '/. X91/2 LVL HE R 4,51-)111)t 8" X4" BEAM POCKET cs� 1 1 13 39'6 3/8" n'Y/ = r 3 15/16.' I cv 1'I. 1.?'_;< %L'_c!iIp4I;': Ic\I Ii�C=1 i='3' a 06 ; v, ; } (X i , � � � O -g� • 9.4b21bt - - - U F.::'•;;_;0 Ir.r; _.C!1.1°'..:V PI:;ILS r:i! ! co , , Q� o � D , = O, Q ; ' G, ---- --------- - -- Al _ y, ca ] 1-D N ,z 101 d I I)I Q 1 1 in O 6t 4" 6'4„ �, 6'4" ; g",I 15/16" v c`ry O tlJ I 1 M 17' 11" 23' 01/411 15' 83/411 n ,'-`� � J (2J2x10 ACQ CsIRDER ` u ,(�2J2x10 AGQ GsIRDER- � �(2J2x10 Q CsIRDER � D 1 iJ- O LINE OF DECK ABOVE 21 ' p• • - - - - - - - -W10 - - - - - - - - - - - - - - W - — - - - - - - - - - -- - - - WIOX45 ' ' - �- —~ y -�— �- LINE OF BEARING WALL ABOVE '1 1 o° �-' EXCAVATED CE�.L.>AR I ; ; (CONFIRM WITH MODULARPLAN) `-� e � ' 1 ; - _______: � 4" P.C, SLAB (3500 PSI) ON 4 MIL VINYL __________: 3 1 5/16" VAPOR BARRIER ON 4" COMPACTED , a 3 15/16 , ° ENCxINEER= §RR406 _ FOUNDATION WATERPROOFING AND DAMPPROOFING ' lU POUROUS FILL I , D ' 11" 1- ' 1r §RR406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING.EXCEPT WHERE r, , ; (UNFINISHED) 1 1-2X ✓°✓y(,� IT REQUIRED TO BE WATERPROOFED BY§RR406.2,FOUNDATION WALLS THAT RETAIN cr , 1 e X ' ' Q' EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL O Q G O 'Y -oc IC/U l��w BE DAMPPROOFED FRONI'CHE TOP OF THE FOOTING TO THE FINISHED GRADE. fll 1 I _ i ' ~ MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH(9.5 MN1)PORTLAND CEMENT PARGING.APPLIED TO THE,EXTERIOR OF THE WALL. THE PARGING SHALL BE 8 THICK X 8�0 HICxH DAMPPROOFED WITII A BITUMINOUS COATING,3 POUNDS PER SQUARE YARD(1.63 KG/NL) P.G. WALL ON 20"xl0" i , ; I g, 1„ 20 7 I can ; El ' N `p 1 OF ACRYLIC MODIFIED CEMENT, 1/8-INCH(3.2 MNI)COAT OF SURFACE-BONDING MORTAR POURED CONCRETE ° 1 I S' O" 3 15/l 6'+ 1-2x COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN FOOTING, PROVIDE (3)-"4 , ° , � ' §RR406.2.CONCRETE WALLS SHALL BE DAMPPROOFED BY-APPLYING ANY ONE OF THE ' ' ' ' 1� ABOVE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING BARS IN FOOTING, TYP, , , -, , , ' ' 3 15/16"' ' v• �!' PROVIDE (1) 04 BAR HORIZONTALet'r MATERIALS LISTED IN§RR406.2 TO THE EXTERIOR OF THE WALL. „ ' ' ' ' 1 , , �, `.• , WITHIN 12 OF THE TOP AND 1 _ _ _ _ ' _ e— _ _ _ _ _ _ _ _ W 10_ X 45 ' ' W IO X 45 , 1-2x " §RR406.2 CONCRETE AND IMASONRY FOUNDATION WATERPROOFING.IN AREAS WHERE A (1) "4 BAR HORIZONTAL i �- - - - — - �- - - —'- - - — - - - — ' - - —'- ' HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, NEAR MID HEIGHT OF THE WALL M, I 1 lII LINE OF BEARING WALL ABOVE ; ; •a _ JEFFREY T. Bl1TLER, P.E. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE ; `v '4,� ; ' (CONFIRM WITH MODULAR PLAN) ' ' `-• .• SPACES LOCATED BELOW GRADE SHALL BE WATEIPROOFED WITH A MEMBRANE EXTENDING 1 _ ___ ____ ' 1 i ; ° ; A Fp FROM THE TOP OF THE FOOTING TO THF.FINISHED GRADE. THE MEMBRANE SHALL 1-ly Ip , `-----------' H CONSIST OF 2-PLY HOT-MOPPED FELTS,55 POUND(25 KG)ROLL ROOFING,6-MIL , 1 4"X4"X3/8" TUB STEEL COLUMNS IK 1�1�1 u ' 1 � � (0.15 MM)POLYVINYL CHLORIDE,6-MIL(0.15 MM)POLYETHYLENE OR 40-MIL(1 MM) . , 0 1 16 x B P.C. PIER, TYP. 1— m a � ON 48" 48"x24" POURED U- � WITH 10" X 10" BEAM POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND 4' 6" CONCR TE FOOTING WITH SEALED WITH AN ADHESIVE COMPATIBLE WITH TAE WATERPROOFING MEMBRANE. - ° ' =1 F POCKET, BEAM POCKET ; ; (� (2) LAYERS OF 04 BAR, 12" O.C.E.W, t11 O TO HAVE 1/2"STEEL WITH (2) I/2" 3 15/16'1 EXCET'TION:ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, r�-'��_,M __ v (TYPICAL I OF 4J � ANCHOR BOLTS 1 I �, O Z O Q 0 CHLORINATED HYDROCARBONS,KETONS AND ESTERS SHALL NOT BE USED FOR ICF '\' :c 1 b 3 11/16" > ' '1-2x LL c WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. PLASTIC ROOFING CEMENTS, ,, , , Z O 4 GIRDS I PLATE. , 1JL I11 O ACRYLIC COATINGS,LATEX COATINGS•MORTARS AND PARGINGS ARE PERMITTED TO > 1 lY C I ' 'N to WELD STEEL GIRDER IN PLACE ' ' M W ff ' BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HOT ASPHALT SHALL ttl 1 l0Ifl 112, ; (TYPICAL 1 OF 4) I 1 Mo U l7 A CONFORM TO TYPE C OF ASTNI D 449. HOT ASPHALT SHALL BE APPLIED AT A Q ; (Y 2xa v I r 1K , , 3 z }- TEMPERATURE OF LESS THAN 200 DEGREES. U 1 17 I6 C.C. p•� , n, D §RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS.WOOD FOUNDATIONS ENCLOSING ' I 'a ' fy Q 1JL _ Z HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAVIPPROOFED IN 1L ' r4 , 1-------------' ' ' ' N la l z } C W a 4'x5'x5/8" F,C, GW OVER c o � ACCORDANCE WITH§RR406.3,1 THROUGH§RR406.3.4. N O' ° b o 1 41 ; FURNACE PER C14 PTER 13 §RR405.3.1 PANEL JOINT SEALED.PLYWOOD PANEL,JOINTS IN THE FOUNDATION N (v ' ' OF THE 2015 RESID NTIAL _ z 1 1-1 I li� , ,__ ___________ __-__________• •_______SO____________________, I I Q N WALLS SHALL BE SEALED FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF J!-,� , b ; CODE OF NYS v D - , , PRODUCING A MOISTURE-PROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND n \ e •G D v e Dzs •G D v D D ' v PIE 16" X 8" P.G. i v , m -----I GAS D.V. ; - .------------ - -- - --�xloaG it R_� yo", �, a D R, TYP, 1 OF 5 •a 2_2 Q an MOISTURE CONTENT AT WHICH 1T WILL BE APPLIED AND USED. °O - s - FURNACE/ ; o ; ; 1-Bx I-B I-B _ , , o i ° , _ r^ ` §RR406.3.2 BELOW GRADE MOISTUP,F,BARRIFR.A 5-MIL-THICK(0.15 MM) ' 1 , .---- M , 1 , 1 , ° , M __ __ ' ' \ V J (p POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW-GRADE PORTION OF r' ' ' ' ' ' ° ' ' I, O ' " ! , •HWH 5 7/z oo _ 8 10 7/z m EXTERIOR FOUNDATION WALLS PRIOR TORACKHLLING. JOINTS INTHE 1-1' C� `-------------y-- ---- °'p ------------- D _ --- ---------_------- ----- -------------_ I D • v • p .Q D �. v •p •Oa D • . c • p .Q D . . '1_3 ' U S ' N I-B' • °,v - O POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES(152 MNi)AND SEALED WITH o e' a o' a ' " Q 1 \ �] D •c D •. o.. v o D -4 D ". o. . v o D •a D '. . ,12 cV Q-- O Q ADHESIVE. THE TOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE ' '4 " ® 4' - _ - -- _ ----__-- -- U = ------- -- - ------------------- ------- -- - ---_-_ - X -gip-- --- -------------- -- - ----_- �.. IL STIEATHING TO FORMA SEAL. FTLNI AREAS AT GFADE LEVEL SHALL BE PROTECTED I R 2-B I-B 1-B 2-B I-B ,'-I- ,-I-' 1-4x 2-B 1-$ N FROM MECHANICAL DAMAGE.AND EXPOSURE BY A PRESSURE PRESERVATIVELY TREATED r ' \ (3)2xIO AcQ DER r ' \ 1 $ 2 B i $ LL -" LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL INCHES ABOVE FINISH GRADE LEVEL AND EXTENDING APPROXINIATELA'9 INCHES(229 MM)BELOW GRADE. 1 ________ _________\ r THE JOINT BETWEEN THE STP,II'AND THE WALL SHALL BE CAULKED FULL LENGTH ` '' } LINE OF PORGN ABOVE F- 24' 0 5/8" 39'7 7 I I I z PRIOR TO FASTENING THE STRIP TO THE WALL. CTHER COVERINGS APPROPRIATE TO 1 Q U d THE ARCITITECTURALTR.EATMENT MAY ALSO BEUSED. THEPOLYFTHYLENF.FILM FOUNDATION PLAN 31 I'/z" 114 9' ` I`/s11 1'4 7/16" 3' 11/z" 7' 1 5/16" 5' 103/a" 7' 1 5/16" 3' 11/z" 114 7/16" 91 11Y 1'4 7/16" 3' 11/211 U N SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD FOOTING PLATE BUT SHALL NOT OVERLAP OP,EXTEND INTO THE GRAVEL OR CRUSHED STONE FOOTING. SMOKE DETECTOR §RR406.3.3 POROUS FILL.THE SPACE BETWEEN THE EXCAVATION AND THE INTERCONNECT PER CODE 13' 1 I'/211 20' 1" 181 1 I'/2" FOUNDATION WALL SHALL BE BACKFTLLED WTTF THE SAME MATERIAL USED FOR FOOTINGS,UP TO.A HEIGHT OF I FOOT(305 NIM).ABOVE THE FOOTING FOR WELL CARBON MONOXIDE DETECTOR DRAINED SITES.OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED ® ONE PER FLOOR 58' 0" SITES. THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG)ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERNITT WATER SEEPAGE PAGE : WHILE AVOIDING INFILTRATION OF FINE SOILS. NOTE: FINAL DIMENSIONS, GIRDERS AND COLUMNS 18" DIA x MIN 48" DEEP TO BE COORDINATED AFTER REVIEW OF APPROVED O TO UNDISTURBED SOIL §RR406.3.4 BACKFILL.THE REMAINDER OF THE EXCAVATED AREA SHALL BE MODULAR COMPANY PLANS BACKFILLED WITH THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE O PIER WITH GI ACQ O /� EXCAVATION. OST TO DECK GIRDER. ANCHOR PER DETAIL SHEET, TYP. PATIO ELE=37.0 z O ELE= 35.0 1 p 1 g16" NIX Lu c� Lu 0 Q W L.O. BALCONY ABOVE • _ --- -- --------------- _----_-•�j• 4J 2X10 ACQ HDR, > f o ;> BASEMENT WALK OUT CDcc Q I'm 8 PANEL OLDING 8 H ELE= 32.0 0 ( ) 1 v 0' X v 1i �' ` 2X8 ACQ LEDGER, SEE DETAIL I lO I , H - OO5/4X6 TREX 8 PANEL FOLDING (8' H) iw X LL lu l I.'I GROOM 1 w D. Lu c() > CPE� TO ABOVE PROPOSED DECK ; DINING AREA � O � �ELE=41.75 BEDROOM ' O 5'0" GLG. HGT. �' v 1- "' --1 m O "Lzazi Lu mz � 1 (L O _, - - - - - - - - - - - - - �Fo� Cil BATH 1' ? ' `------------- _L.O_ FLOOR ABOVE � W.I.G. !� -- - ------------------- .;v; a 9'O" Cl-G. HGT. A4 Tr ..._ ENGINEER: co GLO, SHOWER Q f(`q c Lv p I I c'' KITC;-IEN I I CDo A 9'0" CLG. HGT. r OPEN TO ,k 2,6" .,k '?" ^^r°+..r.^...T.en, z,6 ABOVE 1 �J Q ;> �7,49' Qs `pC n 1 ------- - Ot Q -------- ----- REF_--- �o GLD. JEFFREY T. BUTLER, P.E. -; O O O 1 ' M to Y W - B.I. BENCH t GUBBIES__ W G LAV CLO, ; g FOYER T o m ' BEDROOM .CLO o 1 MUD RM. P R. RM. (4) 2X8 HDR. .F g'O -LG. HGT. ® O z O O E ' z OCOVERED x L- � a _O X ENTRY � lu z 4 u 15 W N o 2X8 FRID E C GLO. v U U z ' 66 - w Z OL W m 1/fi0- 80-1480 o 0 NXQt N IQCOVERE I 1 4X l4J 2X ENTRY Q Q o 0 HDR. W (Z z O X 2XC R.e. 2X� X ' z Q F— O g 16 :. Q Q C11 W ►F- yy) L - - !.02 pHDR- - - � W 9 10" HB4G FIBERGLASS O (�/ = v COLUMNS WITH VINYL Q p _ RAIL SYSTEM BY TREX O U IL A PER CODE, TYP. Li Li N O t- O a a 19,0" p1 p11 19'0" U Q FIRST FLOOR FLAN LIVING G AREA = 1,816 SQ,FT, SMOKE DETECTOR PAGE : ® INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR � ®� co ONE PER R FLOO ro TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) STAGGER FASTENERS IN 2 ROWS JOIST SPAN CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'V to 12' 12'1' to 14' 14'1"to 16' 16'1"to 18' *DTSTANCE SHALL BE P RMITTED TO QO QO �O O 5.5"MIN.FOR 2x8 ON-CENTER SPACING OF FASTENERS 5.5"MIN.FOR 2x I 0 s8 LEDGG BE REDUCED TO 4.5"IF AG SCREWS 5"MAX. 7,5"MIN,FOR 2x 12 ARE USED OR BOLT SPACING IS 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH O O O TO ATTACH REDUCED TO THAT AG SCREWS MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 3/4"MIN. BAND JOISTS. E S'CO 2x8 1/2-INCH DIAMETER BOLT WITH 1/2-INCH 2"MIN. MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1 -INCH 36 36 29 24 21 18 16 MAXIMUM SHEATHING,(E) FOR ST: I INC14=25.4 MM, I FOOT=304.8 MM, I POUND PER SQUARE FOOT=0.0479 KPA. A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST FIGURE R507.2.1(1) B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS C.THE TTP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THTCKNES WHERE COMBINED WITH WOOD STRUCTURAI.PANEL OR LUMBER SHEATHING. TABLE R5072.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS N Z TOP EDGE BOTTOM EDGE ENDS ROW SPACING w LEDGER(A) 2 INCHE'sS(D) 3/4INCH 2 INCHES(B) 1 5/8 INCHES(B) 1Y BAND JOIST(C) 3/4INCH 2 ITCHES 2 INCHES(B) 1 518 INCHES(B) FOR ST: I INCH=25.4 MM A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.l(l). B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(1). z 0 U) w 0 m 18 6 21 0 18 6 2 0 x w REAR BALCONY 1 1 , v I 1 I I LI— x I I 1 1 ", FLOOR SHEATHING NAILING "` "" ---- `----- „` lu cq AT 6"MAXIMUM ON CENTER (Y 0 O TO JOIST WITH HOLD-DOWN Simpson Stong-Ti: O DTT2Z n, TENSION TIE �, 1�- N i— -------------------------- -----+ cV 1 1 1 I OPEN TO BELOW �-- TRAY 1 I 1 BEDR:�OM � O U! O --�- CQ z ++ + + + + i MASTER BEDROOM I co CLC3. HCxT. � + + + + op I 1 1 *• 1 1 ^I N 1 1 ui I 1 1 ,"x FLOOR JOIST DECK JOIST 1 TO lu+-------------------------------- -----t 2' C1, � ` D r -,- -----------------------------' ------- - c o TUB/SHOWER ENGINEER, FIGURE R5 07.2.3(l) BATH BATH �'� °� w O CLCs. HCxT. 9�0u CL.G. HGT. .P Q��� T DECK ATTACHMENT FOR LATERAL LOADS RAIL PER CODE O �, <� at o EF 1',A >' W.C. 7 493 2 6" 2'6" JEFFREY T. BUTLER, P.E. 5101, GL O. SHEATHING CLO, i-a p OPEN TO Q 2'6" aELOW -, O SIDING °o = W.I.G. a o ly O a w.c. �* U- o FLASHING FOR EF �' z p a O WATER TIGHTNESS Ld O z LOFT LL LL a 0 ;: . . U- W O DECKING o 0 0 00 S'O" CLC�. HC3T. w } U GLO. U '�J -q Ll Lav a� a OFFICE W Z k o o o S'O�� CLIz. H!�T, Q Q� w � z a v 4 MASTER U)BATH / \ W Q O APPROVED JOIST HANGER = N 2"MI 5HOwER O O 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 ----- r,: . ------ A �'� 1 .il 1 w W TUB ' 1 c J }— 9 1 , FLOOR JOISTS ILL A Simpson Strong-Tie :) ► w DTT I Z HOLD DOWN m-_..-_.:..._a .__ O u N O m AT 4 LOCATIONS,EVENLYDISTRIBUTED ALONG DECK AND ONE WITHIN 4"OF FEACH O v 0 TEMP CL END OF THE LEDGER.HOLD DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER Z w HOLD DOWN MANUFACTURER. O Q U N A FULLY THREADED 3/8"DIAMETER LAG SCREW PREDRILLED m,/MTN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER 19,0" 20'0" 19,0" FIGURE R507.2.3(2) minE DECK ATTACHMENT FOR LATERAL LOADS FROPOSED SECOND FLOOR (FLOOR JOIST PERPENDICULAR TO DECK JOIST) LIVING AREA = 1697'SQ. FT. THE DESIGN OF THIS STR TCTURE TS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALI,WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEM NTS ARE BASED UPON 2020 NYS RES CODE. SEE MODULAR PLANS BY OTHERS BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF FOR FACTORY BUILT CON IPONENTS. ARCIIITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMCD ON THIS PROJECT. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR TIIE CLIMATIC AND EOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. REFER TO MODULAR HOME PLANS BY OTHERS FOR ALL FACTORS'B OLT COMPONENTS. ALL NON-ENGINEERED LUMBER To BE bouGLAs FIR#2 OR BETTERFOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.A Y DISCREPANCIES ( MAXIMUM MEAN ROOF HEIGHT; 35') DESIGN CRITERIA-SECTIC R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION MUST BE BROUGITT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSiBLE FOR ORRECTIONS NOT DEAD LOAD-SECTION R3 1.4 REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN J013 CONDITIONS. RAFTER TO TOP PLATE(TOE-NA[LED) 4-8d PER RAFTER LIVE LOAD-SECTION R301 5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATT RIALS AND • SMOKE_INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BF.NEW,AND TFIAT LL WORK WILL BE SHUTTER ASSEMBLY CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAA4E SPREAD INDEX R3 2.10 FIRE BLOCKING DE I I OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIL) OF ONE YEAR FROM N.T.S. I CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERI I,R302.1 1.1 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. FOR PANEL SPANS: 0<4'0 WIDE SPAN FIREPROTECTION OF FLOORS R302.1.3 •4, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION R303 4.TIIE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRLCTI N MEANS,METHODS, TECHNIQUES SEQUENCES OR PROCEDURES OR FOR THE SAFTTYPRE CAUTIONS AND (OVERLAP APA SPAN-RATED SHEATHING GRADE PLYWOOD I MINIMUM ROOM AREAS- , ,ECTION R304 (OVERLAP AROUND OPENINGS 4") 6-8d PER TIE I � � COLLAR TIE TO RAFTER(FACE-NAILED) CEILING HEIGHT-SECTIO R305 PROGRAMS IN CONNECTION WITH TI IT-WORK,AND HE SHALL NOT B RESPONSIBLE FOR • SANITATION-SECTION R3 6 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ASSEMBLY: [ BLOCKING TO RAFTER(TOE-NA[LED) 2-8d EACH END CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BERESPO SIBLE FOR THE ACTS TOILET BATH AND SHOWR SPACES-SECTION R307 ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ • I 2-16d EACH END OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL RE.i�IADF..IN THE DOCUMENTS #10x3" w/WASHERS GALVINIZED OR STAINLESS STEEL I I GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRL'SS1,D\'ri:I' ( ) RTM BOARD TO RAFTER(END-NAILED) "TEN CONSENT OF THE WOOD SCREW 16"O.C. I I GARAGES AND CARPORTS-SECTION R30) °� WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R3 TO ENGINEER. I I ° ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: EXITS-SECTION R311 I 2-16d(SEE NOTE 1) PER FOOT 5,THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAiN"Tn1N CONTINUOUS #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) ° TOP PLATE TO TOP PLATE(FACE-NAILED) STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(N\'ORKER 1"OMPENSATTON,ETC.) MACHINE BOLT @ 12"O.C. HANDRAILS-SECTION R311.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION ND AUTOMOBILE I TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 SMOKE ALARMS-SECTTO R313 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. T1 E ENGINEER SHALL BE STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. FOAM PLASTIC-SECTTON 314 A NAMED INSURED ON ANY AND ALL POLICIES. � I FLAME SPREAD AND SM E-SECTION R315 HEADER TO HEADER(FACE-NAILED) 16d 16 "O.C.ALONG EDGES 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION A T ALL PERIMETER SILLS. INSULATION-SECTION R3 6 I TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARA ON-SECTION R317 J C) 1til MOISTURE VAPOR BETA FRS-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO Pr:'' ANIZED OR PRESSURE 3-16d PER 2x6 STUD PROTECTION AGAINST DI CAY-SECTION R319 CREOSOTED. I I Z PROTECTION AGAINST TE RMfTES-SECTION R320 I I o 4-16d PER 2x8 STUD 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BL:. ;STALLED IN EACH I I I,- W SITE ADDRESS-SECTION 321 L'' IK ACCESSIBILITY-SECTION 322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTS)PE"R CODE. I I I 114"THICK SECTION ASSEMBLY: BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATE M LIFTS R323 v4"THICK BOLTS®2' oc ENDJOTST OR BLOCKING(FACE NAILED) FLOOD RESISTANT CONS RUCTION-SECTION R324 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECH_�Nl 'ALLY VENTILATED I I I I FLOOR FRAMING AS PER NEW YORK STATE CODE. FOUNDATIONS-CHAPTER JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRF SUMPTTVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTE OOR DESIGNED AT 3000 POUNDS PER SQU RE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. BRIDGING TO JOIST(TOE-NAILIiD) 2-8d EACH END MATERIALS ARE FOUND I TPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND (I I I I I •• I 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULE;A b REGULATIONS OF FOUNDATION WALL DESIN. I 2-8d EACH END THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED T THE OWNER AT THE I I I I I I I BLOCKING TO JOIST(TOE-NAILED) COMPLETION OF THE JOB. I I I [ I z FOUNDATION NOTES: SHUTTER ASSEMBLY I I I I cs 3-16d EACH BLOCK 5/8"ANCHOR BOLTS(SST 28)SEE CHART ON THIS SII���FOR SPACING I - I -n BLOCKING TO SILL OR TOP PLATE(TOE NAILED) N.T.S. J 4 11J LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 8"POURED CONCRETE FO NDATION WALL,8'0"HIGH,3000#TEST 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOC',T-, ODES AND THE 1� a MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT ST21�D.A.RDS. FOR PANEL SPANS: I I 4'OR WIDER SPAN I I I I I m JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 16"X 8"POURED CONCRE rE WALL FOOTINGS,3000#TEST I 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. I I I I I w 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I �%' I�-'• I�- � BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST DAMP PROOFING AT EXT RIOR FOUNDATION BELOW GRADE-SECTION R406 (OVERLAP AROUND OPENINGS 4") POURED CONCRETE COL MN FOOTINGS,3000#TEST AS NOTED 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS 0-T E NEW YORK BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOUNDATION WALL TOE<TEND A MINIMUM OF 8"ABOVF FINISHED GRADE ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AMA TO BE DOUBLE 2x4 STRONG-SACKS®24"oc ALL FOOTINGS TO BE CA RTED DOWN TO UNDISTURBED SOIL GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES ASSEMBLY: I I I m ROOF SHEATHING NO FOOTING SHALL BE S T HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING I),PREASSEMBLE PLYWOOD TO 2x4'5:° 10x3"(w/WASHERS)GALVINIZED OR [j- STRUCTURAL PANELS 8d SEE TABLE 3.11 'THIS SHEET PROVIDE 4"STEEL LALL POUR NO CONCRETE ON ROZEN GROUND OR IN FREEZING WEATHER 15.THE INSULATION PROTECTION A5 INDICATED ON THESE PLAN;E. CEEDS THE STAINLESS STEEL WOOD SCREW a 12"O.C. COLUMNS CODE'S MINTMUM STANDARDS. 2). ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ I O BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT WOOD S WASHERS)GALVINIZED OR STAINLESS STEEL I DIAGONAL BOARD SHEATHING STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS C:SE VICE AND SCREW a I6"o.c. 2-8d PER SUPPORT BRACED TO PREVENTDA 4AGE BY THE BACKFILL(SECTION R404.1.7) SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THFPR JECT FOR ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I%- I"x6"OR I"x8" WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT Tr.U ED *IC TEE NUTS ATTACHED TO BLDG.w/•IOxI-1/2 (W/WASHERS) 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL MACHINE BOLT m 12' O.C. t"x 10"OR WIDER 3-8d PER SUPPORT ON ANY OTHER PROJECT EXCEPT Bl'WRTTTF.N AUTHORIZATION i17 T JE ENGINEER. ROOF ASSEMBLIES-WFC PRESCRIPTIVE METHOD CEILING SHEATHING ASPHALT STRIP SHINGLE SHALL HAVE A MINIMUM OF SIX(6) 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SLTPERVISI)i�, )N-SITE FASTFM'RS PER SHINGLE(SECTION R905.6) INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED 13 THE OWNER, GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD UNDERLkYM ENT APPLIC TION(SECTION R905.2.7) CONTRACTOR OR LOCAL BUTLDTN'G DEPARTMENT. U FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) UPLIFT-CONTINUOUS PATH CONNECTORS Simpson Stron WALL SHEATHING g-Tie UNITS HORIZONTAL(17-P RCENT SLOPE), CS 16 11/4"COILED STRAP- STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET UP TO FOUR(4)UNITS VE TICAL IN TWELVE(12)UNITS USE SIMPSON STRONG-TIE CONNECTORS 16"O.C.USE 4-8d NAILS u- x HORIZONTAL(33-PERCEN SLOPE),UNDERLAYMENT FOLLOW PRODUCT SELECTION GUIDE AND AT EACH STUD,WRAP SHALLBE TWO(2)LAYS APPLIED IN THE FOLLOWING MANNER. INSTALLATION MANUAL FOR HIGH WIND RESISTANT UNDER SILL PLATE ` a LL FIREBO.ARD PANELS 483 MM STRIP OF UNDERLAYMENT FELT PARALLEL CONSTRUCTION CATALOG C-HWO' MIN OVERLAP IS 12" ( _ . j j APPLY A 19-INCH � 7/16" 6d 3"EDGE/6"FIELD WITH AND STARTING AT HE EAVES,FASTENED SUFFICIENTLY I • ' TO HOLD IN PLACE. ANCHOR BOLTS IN FOUNDATION USE:' ' 00 25/32" 8d 3"EDGE/6"FIELD STARTIMT AT THE SAVE, PPLY 36-INCH-WIDE(914 MM)SHEETS OF SSTB28 WITH BEARING PLATE,SEE FOUNDATION I • , _ UNDERTAYMENT,OVERL PPING SUCCFSSTVE SHEETS 19 INCHES(483 MM), NOTES FOR SPACING �p 0 N CIA GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD AND FASTENED SUFFICIE TLY TO HOLD IN PLACE. ' Lu FOR ROOF SLOPES OF FO R(4)UNITS VERTICAL IN TWELVE(12)UNITS • ' 0• r SILL PLATE TO RIM JOIST USE: , � 8d SEE TABLE 3.1 1 THIS SHEET 0 • ' 0 HARDBOARD LTP4 16"O.C.AT EXTERIOR PERIMETER � 0 8d SEE TABLE 3.1 1 THIS SHEET ICE PRO-ECTION(SECTIO R 905.2.7.1) USE 4 8d NAILS AT EACH END • • • 00 PARTICLEBOARD PANELS UNDERLAYMENT IN HTG WIND(SECTION R 905.2.7.2) • t • X FLASHING(SECTION R 90 .2.8) RIM JOIST TO STUD CONNECTION USE: • ' 0 DIAGONAL BOARD SHEATHING CHIMNEY'S AND FIRESPA ES-CHAPTER 10 2 ' NITS 1�, 16"O.C. • • • 1"x6"OR 1"x8" 2-8d PER SUPPORT ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT USE 4 8d NAILS AT EACH END • ' MECHANICAL-CHAPTER 1 • • • • ' }- Q I"x 10"OR WIDER 3-8d PER SUPPORT GENERAL MECHANICAL YSTEMS-CHAPTER 13 FLOOR TO FLOOR CONNECTION USE: OL' HEATING AND COOLING QUIPMENT-CHAPTER 14 SEE MODULAR PLANS BY OTHERS ' • • ' FLOOR SHEATHING EXHAUST SYSTEMS-CHA ER 15 • ' • ' O DUCT SYSTEMS-CHAPTE 16 ul RAFTER TO STUD CONNECTION USE: • • • • • ' STRUCTURAL PANELS COMBUSTION ATR-CHAP R 17 SEE MODULAR PLANS BY OTHERS o • • I"OR LESS 8d 6"EDGE/12"FIELD CHIMNEYS AND VENTS C APTER 18 �0 t • ��- PLUMBING-PARTVII 0 • ' GREATER THAN 1" 10d 6"EDGE/6"FIELD RAFTER TO RIDGE TO RAFTER CONNECTION USE: 0 •• ' SEE MODULAR PLANS BY OTHERS • • ' S DIAGONAL BOARD SIIEATHING I"x6"OR I"x8" 2-8d PER SUPPORT DECK POST TO CONCRETE CONNECTION USE: 0 0 ' • ENSINEER: PBS44A FOR EACH POST-USE 14- 16d NAILS • • "" 1"x10"OR WIDER 3-8d PER SUPPORT • • I ,% d� ('.L ; DECK POST TO GIRDER CONNECTION USE: 00 T. 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. ' �� a c �Y PC44 FOR EACH POST 0 `'��, vr ' IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE,PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, 1-1 0 NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, GIRDER TO DECK JOIST CONNECTION USE: SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. NITS 12 @ EACH JOIST 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PORCH POST TO DECK USE: �at7 ( .ai _s3 F2 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 2-AC4 -USE 14- 16d NAILS SILL PLATE TO RIM JOIST AND t . n TABLE 3.28 (WFCM HIGH WIND EDITION-2015) PORCH POST TO GIRDER USE:2-AC4 RIM JOIST TO STUD CONNECTION ;/ . �~�r' SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS USE 14-16d NAILS El' T. BUTLER, P.E. PORCH ROOF RAFTER TO GIRDER USE: JE1= BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR R BOLT SPACING(IN.) BOLT SPACING(IN.) NITS 12 AT EACH ROOF RAFTER BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8" ANCHOR BOLTS) 1 3/4"MINTMUM gp � EDGE DISTANCE, _ } Q IU O w° LATERAL AND SHEAR LOADS 1-3 STORY 31 48 > o z o a O o LL. u- � -4 IL �. W o NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL r' 0 N Simpson Strong-Tie zj z z U'<10 2X6 4" L1J d Lu AT EACH RAFTER G Q (�/ !Ij o TABLE 3.10 (WFCM HIGH WIND EDITION) 4-10dx 1 1/2" } Q m Simpson Strong-Tie d Lo 0) Q -1 o ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AC4 (140 MPH 3-SECOND GUST 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) NOTE: AT EACH POST ATTACH LEDGER TO FRAMING CC Q N STRUCTURAL SHEATHING MAXIMUM NAIL SPACING MEMBER WITH 2-1/2"X 5"LAG SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS BOLTS AT 16"ON CENTER (SEE NOTE 1) (INCHES,O.C.) SEE PLAN W O _ ) (SEE NOTE 3) (INCHES,O.C.) ° L I ° 9 4'PERIMETER EDGE ZONE 16 F 6 \ dL n- A INTERIOR ZONE 16 L , 6 Simpson Strong-Tie U N O '� F 12(SEE NOTE 2) U210 2X6 W GABLE ENDWALL RAKE AND RAKE TRUSS E 4 AT EACH CEILING JOISTF 4 v o 4-1Od x 1 1/2" s� E=NAIL SPACING AT PANEL EDGES(IN.) ° • ° z -7 Q Q 4 F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(TN.) ° a U Q 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ° d 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WIT14 GZ0.49.FOR FRAMING MEMBERS WITH 0.424G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. a U210 2 Suono Tie 2"MINIMUM 's 21 2X6 SIDECOVER PAGE : 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS '� AT EACH DECK/PORCH JOIST Simpson StromTie WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<6<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCIIES O.C. 4-1 Od x 1 1/2" PBS44 Simpson Suing ie I AT EACII POST FOOTING SSTB28`\IFH P 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS TYPICAL PORCH/DECK WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. a f LEDGER CONNECTIONS PORCH COLUMN CONNECTIONS ANC OR BOLT DETAIL COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER„ P.E., P.