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HomeMy WebLinkAbout45180-Z ¢ �gufFU(�y Town of Southold 2/13/2023 P.O.Box 1179 H x 53095 Main Rd r W�ti o� Southold New York 11971 dol # .�a.jar CERTIFICATE OF OCCUPANCY No: 43835 Date: 2/12/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 100 Halls Creek Drive, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-17-17.27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2020 pursuant to which Building Permit No. 45180 dated 9/9/2020 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: single family dwelling with unfinished basement, covered porches, screened porch, deck, second floor deck and attached garage as applied for. The certificate is issued to Loiacono,Joseph&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0072 12/7/2022 ELECTRICAL CERTIFICATE NO. 45180 1/11/2023 PLUMBERS CERTIFICATION DATED 1/27/2023 E rd Korfi A o ze Signature TOWN OF SOUTHOLD �SUFFnt,r�oy BUILDING DEPARTMENT 4 :m TOWN CLERK'S OFFICE o • h' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45180 Date: 9/9/2020 Permission is hereby granted to: Loiacono, Joseph 14 Arvans Ct Huntington Station, NY. 11746 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1 - . ck �� SCTM #473889 lou 400 -s V-azk V P Sec/Block/Lot# 115.-17-17.27 Pursuant to application dated 8/25/2020 and approved by the Building Inspector. To expire on 3/11/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,580.40 Co- WELLING $50.00 Total: $2,630.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or _ topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. e'i-6q!j 2oz. New Construction:' // Old or,_Pre-existing +��Building: A1� ��'� �`, ��/� (check one) �f�► � Location of Property: �(>CD AW 5,6cb c /7v�/v1�'[, f I 1 Ck, House No. Street ) Hamlet Owner or Owners of Property: :5 s�kf 1 5 /J L O J ACC)4 D Suffolk County Tax Map No 1000, Section Block Lot 1:2, 2 j Subdivision C (� Filed Map. Lot: Permit No. S� 0 y Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1/ (check one) Fee Submitted: $ �b Applicant Signature so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 �Q �yMUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Loiacono Address: 100 Halls Creek Dr city:Mattituck st: NY zip: 11952 Building Permit#: 45180 Section: 115 Block: 17 Lot: 17.27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mike Smith & Son Electrical License No: 420778ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 27 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 51 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights 10' Dryer Recpt 30A Emergency StrobeHeat Detectors 1 Disconnect Switches 64 4'LED 3 Exit Fixtures Sump Pump Other Equipment: Fridge, Double Oven, DW, Micro, Cooktop, Hood, Humidifier, Floor Heat 2, 200A Panel 42 Circuit/ 37 Used Notes: Two Story w/ Crawl Inspector Signature: Date: January 11, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,IVY 11971-0959 �ourur�,e � L FEB 0 6 2023 BUILDING DEPARTMENT BUILDING DEPT TOWN OF SOUTHOLD TOWNOFSOUTHOLO CERTIFICATION Date: [ 127- [2 S Building Permit No. ! C Owner: S L p h Lo 1e�- co- iy d (Please print) Plumber:.._ ,�... .. 1�:� . ,�.. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Si ature) Sworn to before me this �2- -7 day of , 20'�-' 3 i�eoaz Noca MmmyPubk sma ofNaw dal Na 0 MA6002156 Notary Public, -. - _ _ :ountyaafr� nimFa�ptret Mmi 16,46 -- f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST IVB [ ]. ROUGH PLBG. [ FOUNDATION 2ND [. ] 'INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY j ]: FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: kq*06 gww DATE INSPECTOR *pfSoGly� # # TOWN OF SOUTHOLD BUILDING DEPT. �o �ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [` ] 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 REMARKS: DATE I1 �?-I INSPECTOR OF SOGTyO� , * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTIONA ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL C' ], FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION (ROUGH) [ ] ELECTRICAL (FINAL) tLECTRICAL ODE VIOLATION [ ] PRE C/O REMARKS: DATE -1,--"' INSPECTOR ClL \ Q OF SOUTyo� TOWN OF SOUTHOLD-BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND W4 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 REMARKS: 15 L C�Gv�It k72 �LGT �'�G�}57 M/QiljUs ,S , DATE �f-`�` `Z-`� INSPECTOR TOWN OF SOUTHOLD. BUILDING DEPT. ro,Rm ' 765-1802 INSPECTION [ ] .FOUNDATION 1ST [,'-4 ROUGH PL13G. [ ] 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 REMARKS: �'ECTZa i DATE INSPECTOR rF SOUTyO� - * # TOWN OF SOUTHOLD BUILDING DEPT. ourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL tJO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t ian m!,, &n , VW6moof 11 ,I Do-1,000A ,ro n>� I� • 10 DATE INSPECTOR SOUTyOlO �IGo 100 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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) zo [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��ve k4rk DATE G INSPECTOR ' Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 D SLS D A U G 2 5 2020 August 25, 2020 TOS. .;, 77H Building Department Town of Southold P.O. Box 1179 Southold NY 11971 RE: 7600 New Suffolk Avenue, Mattituck (SCTM: 1000-115-17-17.27) To Whom It May Concern, Enclosed please find an application for a proposed new single-family residence for the above property. Should you have any questions or need any further information,please do not hesitate to call. Sincerely, elissa C. Butler EnerJ - r,i.r�. I� ► ►i w� �� 1, 1 Se rr\ ( FEB 0 6 2023 SUBWIiUDER ���III�®FS®UTH®Lid November 23, 2022 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 7600 New Suffolk Ave New Suffolk, NY 11956 uested by the To n of Southold, Energy Testing Services was retained by John.Guido to perform a ower Door test.at the bove address and found the leakage rate to be 2,576 CFM @ 50Pa, equal to 2.92 ACH @ 50Pa.This ouse meets compliance by leaking less than the maximum requirement of 3 ACH @ 50 Pa. �2"d loo HVAC system was tested, and we found the leakage rate to be 35 CFM @ 25Pa, equal to 0.035%duct leakage.This meets compliance by leaking less than the maximum requirement of 4%duct leakage. If you have any questions, please do not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631)244-2627/Cell: (631)405-9890 RESNET Home Energy Rating Standard Disclosure For home located at: Hall's Creek Dr. City: Mattituck State: NY 1. The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other (specify below) 3. ❑ The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. r'�71 The Rater or Raters employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater >< Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): Rater Employer Rater Employer 5. F1 This home has been verified under the provisions of Chapter 6, Section 603 'Technical Requirements for Sampling of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Michael Fauci 8619824 Rater's Printed Name Certification# Z-03,��- August 14, 2020 Raters Signature Date RESNET Form 0300-2 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. NY-ECCC 2020 Building UA Compliance Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Elements Insulation Levels NY-ECCC 2020 As Designed Shell UA Check Ceilings: 60.2 59.9 Above-Grade Walls: 217.8 215.5 Windows and Doors: 225.5 201.3 Basement Walls: 141.4 123.8 Overall UA(Design must be equal or lower): 644.9 600.6 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2020) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2020 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State- 2020.) In fact, this home surpasses the requirements by 6.9%. Name Michael Fauci Signature ' Organization Energy Testing Services, LLC. Date 14 August 2020 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Building Information Conditioned Area (sq ft) 5850 Conditioned Volume (cubic ft) 51328 Insulated Shell Area (sq ft) 11309 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Energy Testing Services, LLC.'s field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: A30+11(16/11.5)(1)FB (990 s.f.) R-11.0 continuous insulation, R-30.0 cavity insulation. Name: ff Insulation Grade: I II III Face / Inset Comments/Location [ ] 2. Attic: A30+11(16/9.5)(1)FB (1324 s.f.) R-11.0 continuous insulation, R-30.0 cavity insulation. Name: sf Insulation Grade: I II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: 21(16/5.5)1(.5) (3386 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: agw Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: 21(16/5.5)1(.5) (387 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: aggw Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.14 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Windows and Skylights [ ] 1. Window: 31 30 (8 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: fd 1 w Orientation: West Comments/Location [ ] 2. Window: 31 30 (4 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: fd 1 s Orientation: South Comments/Location [ ] 3. Window: 31 30 (16 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: fd 1 e Orientation: East Comments/Location [ ] 4. Window: 31 30 (37 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 4 n Orientation: North Comments/Location [ ] 5. Window: 31 30 (18 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 2 n Orientation: North Comments/Location [ ] 6. Window: 31 30 (27 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 4 n Orientation: North Comments/Location REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Windows and Skylights [ ] 7. Window: 31 30 (29 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 4 w Orientation: West Comments/Location [ ] 8. Window: 31 30 (8 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 n Orientation: North Comments/Location [ ] 9. Window: 31 30 (25 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 w Orientation: West Comments/Location [ ] 10. Window: 31 30 (24 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 4 s Orientation: South Comments/Location [ ] 11. Window: 31 30 (33 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 2 s Orientation: South Comments/Location [ ] 12. Window: 31 30 (40 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 s Orientation: South Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Windows and Skylights [ ] 13. Window: 31 30 (8 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 s Orientation: South Comments/Location [ ] 14. Window: 31 30 (8 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 e Orientation: East Comments/Location [ ] 15. Window: 31 30 (9 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 2 e Orientation: East Comments/Location [ ] 16. Window: 31 30 (27 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 n Orientation: North Comments/Location [ ] 17. Window: 31 30 (27 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 n Orientation: North Comments/Location [ ] 18. Window: 31 30 (27 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 n Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Windows and Skylights [ ] 19. Window: 31 30 (107 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 1 w Orientation: West Comments/Location [ ] 20. Window: 31 30 (31 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 w Orientation: West Comments/Location [ ] 21. Window: 31 30 (16 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 s Orientation: South Comments/Location [ ] 22. Window: 31 30 (16 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 s Orientation: South Comments/Location Doors [ ] 1. Door: 4 (20 s.f.), R-Value 4.0 Comments/Location [ ] 2. Door: 4 (80 s.f.), R-Value 4.0 Comments/Location [ ] 3. Door: 4 (40 s.f.), R-Value 4.0 Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Doors [ ] 4. Door: 4 (20 s.f.), R-Value 4.0 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: Uninsulated N (2263 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R13 CC Foam (2034 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: amb Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R13 CC Foam (387 s.f.), Between conditioned space and garage/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: ig Insulation Grade: 1 II 111 Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: amb rim (226 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: amb rim Insulation Grade: 1 II 111 Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Rim and Band Joists [ ] 2. Joist: gar rim (43 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: gar rim Insulation Grade: I II III Face / inset Comments/Location [ ] 3. Joist: amb band (226 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: amb band Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: gar band (43 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: gar band Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Make and Model Number [ ] 2. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 3. Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 5. Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Make and Model Number REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 120 cfm, 24.0 hrs/day, 23.2 watts. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2566) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 25.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 25.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 25.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 25.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 I ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Date: 8/14/2020 Creed Dr Mattituck Duct Leakage Code Requirements for IECC Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 9 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck 'Property/Builder Information Building Name Hall's Creek Dr. Owners Name Loiacono Residence Property Address Hall's Creek Dr. City, St, Zip Mattituck, NY 11952 Phone Number 631-965-6683 Builder's Name North Island Contracting Phone Number 631-965-6683 Email Address Plan/Model Name Community/Development Identifier/Other kOrganization Information Organization Name Energy Testing Services, LLC. Address 1648 Locust Ave City, St, Zip Bohemia , NY 11716 Phone Number 631-244-2627 Website www.energytestinpservices.com Rating/RESNET Information Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Michael Fauci Rater's ID 8619824 Raters Email mfauci@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number MF204 Rating Permit Date 08/14/2020 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck General Building Information Area of Conditioned. Space(sq ft) 5850 Volume of Conditioned. Space 51328 Year Built 2020 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 3 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A tFoundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo" (wall only) Grade(ft) Grade(ft) amb R13 CC Foam Cond->ambient/gm 226.00 9.00 7.00 2.00 0.052 0.073 ig R13 CC Foam Cond->garage/gmd 43.00 9.00 7.00 2.00 0.052 0.073 Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: R13 CC Foam Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Foundation Wall Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note MC (2/6/2018) Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) slab Uninsulated N 2263 7.00 269 269 0 Slab Floor Library List Slab Floor: Uninsulated N Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note ,Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade amb rim Cond > 226.00 0.0 13.0 2.0 16.0 1 0.078 ambient gar rim Cond > garage 43.00 0.0 13.0 2.0 16.0 1 0.078 amb band Cond > 226.00 0.0 21.0 5.5 16.0 2 0.054 ambient gar band Cond -> garage 43.00 0.0 21.0 5.5 16.0 1 0.047 ,Above-Grad_ a Wall Name Library Entry Location _ Exterior Color _ Area(sq ft) Uo Value agw 21(16/5.5)1(.5) Cond > ambient Medium 3386.00 0.058 aggw 21(16/5.5)1(.5) Cond > garage Medium 387.00 0.058 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Ab vo a Grade Wall Library List Above-Grade Wall: 21(16/5.5)1(.5) Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.2300 Gypsum Thickness (in) 0.5 Note Il Window Information T Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading fd 1 w FndWall 1 West 0.310 0.300 8.40 0.0 0.0 0.0 0.85 0.70 None None fd 1 s AGWall 1 South 0.310 0.300 4.20 0.0 0.0 0.0 0.85 0.70 None None fd 1 e FndWall 1 East 0.310 0.300 15.50 0.0 0.0 0.0 0.85 0.70 None None ff 4 n AGWaLL 1 North 0.310 0.300 37.00 6.9 0.6 6.5 0.85 0.70 None None ff 2 n AGWall 1 North 0.310 0.300 17.80 8.8 3.3 8.7 0.85 0.70 None None ff 4 n AGWalt 1 North 0.310 0.300 27.00 6.9 0.6 6.5 0.85 0.70 None None ff 4 w AGWall 1 West 0.310 0.300 29.20 8.7 0.4 5.7 0.85 0.70 None None ff 1 n AGWatt 1 North 0.310 0.300 8.10 6.9 0.3 2.8 0.85 0.70 None None ff 1 w AGWaLt 1 West 0.310 0.300 24.50 1.0 3.4 8.0 0.85 0.70 None None ff 4 s AGWall 1 South 0.310 0.300 24.00 1.0 1.1 5.0 0.85 0.70 None None ff 2 s AGWall 1 South 0.310 0.300 32.80 1.0 1.1 6.4 0.85 0.70 None None ff 1 s AGWaLL 1 South 0.310 0.300 40.00 1.0 1.1 8.6 0.85 0.70 None None ff 1 s AGWaLL 1 South 0.310 0.300 8.10 1.0 2.1 4.5 0.85 0.70 None None ff 1 e AGWall 1 East 0.310 0.300 8.10 1.0 2.0 4.5 0.85 0.70 None None ff 2 e AGWall 1 East 0.310 0.300 9.00 1.0 1.0 5.0 0.85 0.70 None None sf 2 n AGWall 1 North 0.310 0.300 27.00 1.0 1.1 5.1 0.85 0.70 None None sf 2 n AGWaLL 1 North 0.310 0.300 27.00 0.8 1.1 5.1 0.85 0.70 None None REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading sf 2 n AGWaR 1 North 0.310 0.300 27.00 1.0 1.1 5.1 0.85 0.70 None None sf 1 w AGWaLL 1 West 0.310 0.300 106.70 1.0 1.3 7.3 0.85 0.70 None None sf 2 w AGWaLL 1 West 0.310 0.300 31.00 1.0 1.0 5.6 0.85 0.70 None None sf 2 s AGWaLL 1 South 0.310 0.300 16.20 1.0 1.0 3.5 0.85 0.70 None None sf 2 s AGWaLL 1 South 0.310 0.300 16.20 1.0 1.0 3.5 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front 4 AGWall1 20.0 0.203 4.0 No sun room 4 AGWaLL 1 80.0 0.203 4.0 No garage 4 AGWall2 40.0 0.203 4.0 No side 4 AGWall1 20.0 0.203 4.0 No Roof Information_ Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation ff A30+11(16/11. 990.00 1237.50 Medium No Attic 0.026 No No sf A30+11(16/9.5 1324.00 1655.00 Medium No Attic 0.026 No No Roof Library List_ Ceiling: A30+11(16/11.5)(1)FB Information From Quick Fill Screen Continous Insulation (R-Value) 11.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 11.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Roof Library List Ceiling Type Attic Note Ceiling: A30+11(16/9.5)(1)FB Information From Quick Fill Screen Continous Insulation (R-Value) 11.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Mechanical Equipment Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0_ Hea 5 FUE 60kP SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 60.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 504 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Cool: 16 SEER 24k� System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 57 ----------------- --------------- Heat: 95 AFUE 60kP SystemType Fuel-fired air distribution REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Mechanical Equipment Fuel Type Propane Rated Output Capacity(kBtuh) 60.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 504 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Cool: 16 SEER 18k System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 43 DHW: .95 EF Instant Water Heater Type Instant water heater Fuel Type Propane Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Mechanical Equipment Percent Load Served 100 DHW Efficiencies All bath faucets Et showers—2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 84 TOTAL Pipelength for longest DHW run 114 DWHR unit present? false DHW Diagnostics dhwGpd 47.27 peRatio 0.96 dishwasherGpd 2.06 clothesWasherHotWaterGPD 3.89 EDeff 0.98 ewaste 28.01 Mains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Duct Systems Name Sys 1 Conditioned Floor Area(sq ft) 4526.0 #of Returns 2 Heating System 95 AFUE 60kP Cooling System 16 SEER 24k Supply Duct Surface Area(sq ft) 916.5 Return Duct Surface Area(sq ft) 339.5 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Leakage to Outside LtO (Leakage to Outside) Total Duct Leakage Supply ft Return 25.00 CFM @ 25 Pascals Not Applicable Supply Only Not Applicable Return Only Not Applicable Name sys 2 Conditioned Floor Area(sq ft) 1324.0 #of Returns 1 Heating System 95 AFUE 60kP Cooling System 16 SEER 18k Supply Duct Surface Area(sq ft) 268.1 Return Duct Surface Area(sq ft) 49.7 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 10 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Duct Systems No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Test Exemptions I ECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Leakage to Outside Lt0 (Leakage to Outside) Total Duct Leakage Supply Et Return 25.00 CFM @ 25 Pascals Not Applicable Supply Only Not Applicable Return Only Not Applicable REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 11 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck I Infiltration and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Unable to Measure Mechanical Ventilation FALSE Rate(cf m) 120 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power (watts) 23.20 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck Lights and Appliances Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing No CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity (CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater[D:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck ,Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERS Loiacono Residence Energy Testing Services, LLC. Projected Rating Hall's Creek Dr. 631-244-2627 Rating No:MF204 Mattituck, NY 11952 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder Hall's Creek Dr. North Island Contracting North Island Contracting Hall's Creed Dr Mattituck DOE Zero Energy Ready Home _ Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None _ Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 15 of 15 Hall's Creek Drive HVAC Load Calculations for North Island Contracting Hall's Creek Drive Mattituck, NY, 11952 LLC Prepared By: Michael Fauci Energy Testing Services LLC. 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Friday,August 14,2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Page 2 Project Report General-Project Information Project Title: Hall's Creek Drive Project Date: Friday,August 14, 2020 Client Name: North Island Contracting Client Address: Hall's Creek Drive Client City: Mattituck, NY, 11952 Company Name: Energy Testing Services LLC. Company Representative: Michael Fauci Company Address: 1648 Locust Ave Unit A Company City: Bohemia, New York 11716 Company Phone: 1-631-244-2627 Company E-Mail Address: mfauci@energytestingservices.com Desi6n Data Reference City: Central Islip, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 98 ft. Altitude Factor: 0.996 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel-Hum Rel.Hum D[/Bulb Difference Winter: 15 13.77 n/a n/a 70 n/a Summer: 85 72 54% 50% 75 33 Check Figures Total Building Supply CFM: 1,474 CFM Per Square ft.: 0.247 Square ft. of Room Area: 5,965 Square ft. Per Ton: 1,820 Volume(ft'): 36,419 [—Quilding Loads Total Heating Required Including Ventilation Air: 48,914 Btuh 48.914 MBH Total Sensible Gain: 33,956 Btuh 86 % Total Latent Gain: 5,371 Btuh 14 % Total Cooling Required Including Ventilation Air: 39,326 Btuh 3.28 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC Hall's Creek Drive Bohemia NY 11716 Page 3 Load Preview Report Net ft. Sen Lat Net Sen Sys Sys Sys Duct Scope To /Tor Are GaiGain Gain Loss CFM CFM CFM Siz Building 3.28 1,820 5,965 33,956 5,371 39,326 48,914 520 1,474 1,474 System 1 1.84 2,494 4,592 18,587 3,512 22,099 33,752 381 8.10_' 810 10x1 Ventilation 822 1,659 2,481 4,521 Zone 1 4,592 17,765 1,853 19,618 29,231 381 8101 810 10x1 1-Basement 2,264 1,781 60 1,841 10,166 132 81! 81 1-- 2-Livinq Room 451 2,372 451 2,823 3,054 40 108 108 1- 3-Stairwell Area 304 2,287 44 2,331 3,008 39 104 104 1- 4-Pantry 52 151 16 167 666 9 71 7 1- 5-Kitchen 341 4,557 1,141 5,698 2,037 27 208 208 2-- 6-Open To Above Area 354 1,036 30 1,066 3,236 42 47; 47 1-- 7-Garage Entry 245 608 31 639 1,884 25 28 28 1-- 8-Laundry Room 75 620 6 626 342 4 28; 28 1-- 9-Powder Room 34 75 6 81 284 4 31' 3 1- 10-Master Bath 117 476 12 488 736 10 22 22 1 11-Master Bedroom 249 3,185 34 3,219 2,611 34 145 145 2- 12-uric 106 617 22 639 1,207 16 28;, 28 1 System 1.44 956 1,373 15,369 1,859 17,227 15,161 139 __6.6.4_; 664 10x1 Ventilation 822 1,659 2,481 4,521 Zone 1 1,373 14,547 200 14,747 10,640 139 664, 664 10x1 13-Bedroom 2 174 2,541 0 2,541 1,388 18 116 116 2- 14-Bedroom 3 178 2,484 0 2,484 1,114 15 113 113 2- 15-Balcony 151 412 0 412 779 10 19 19 1-- 16-Upper Family Room 521 7,847 200 8,047 5,207 68 356. 358 4-- 17-Bath 2 53 159 0 159 496 6 Z 7 1- 18-Open To Below 296 1,104 0 1,104 1,656 22 50' 50 1-- C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC r Hall's Creek Drive Bohemia NY 11716 Page-4 Duct Size Preview Room or Minimu Maximu Rough Desig SP Duc Duc Htg Clg Act. Duct Reg Duct Name Source Veloci Veloci Facto U10 Loss Veloci Lengt Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 595.8 132 81 81 1--5 2-Livinq Room Built-in 450 750 0.01 0.1 551.1 40 108 108 1-6 3-Stairwell Area Built-In 450 750 0.01 0.1 531.3 39 f 104 104 1-6 4-Pantry Built-In 450 750 0.01 0.1 78.9 9= 7 1-4 5-Kitchen Built-In 450 750 0.01 0.1 529.4 27F-2 O8 208 2--6 6-Open To Above Area Built-In 450 750 0.01 0.1 541.5 42 4 47 1--4 7-Garage Entry Built-in 450 750 0.01 0.1 317.8 25 28 28 1--4 8-Laundry Room Built-In 450 750 0.01 0.1 324.1 4 28' 28 1--4 9-Powder Room Built-In 450 750 0.01 0.1 39.2 4F_73 3 1--4 10-Master Bath Built-In 450 750 0.01 0.1 248.8 10 22, 22 1-4 11-Master Bedroom Built-In 450 750 0.01 0.1 532.8 34 14 145 2-75 12-uric Built-In 450 750 0.01 0.1 322.5 16 28 28. 1--4 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 729.3 381 8101 810 10x16 System 2 Supply Runouts Zone 1 13-Bedroom 2 Built-In 450 750 0.01 0.1 664.1 181 116 116 2--4 14-Bedroom 3 Built-In 450 750 0.01 0.1 649.2 15 F 113 113 2--4 15-Balcony Built-In 450 750 0.01 0.1 215.5 10 19 19 1--4 16-Upper Family Room Built-In 450 750 0.01 0.1 455.8 68 358 358 4--6 17-Bath 2 Built-In 450 750 0.01 0.1 82.9 6 F___7� 7 1-4 18-0pen To Below Built-In 450 750 0.01 0.1 576.9 22 50 50 1--4 Other Ducts in System 2 Suppiv Main Trunk Built-In 650 900 0.003 0.1 735 139 6641 664 10x13 Summary System 1 Heating Flow: 381 Cooling Flow: 810 System 2 Heatinq Flow: 139 Coolinq Flow: 664 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC Hall's Creek Drive Bohemia.NY 11716 mull Page 5 System 1 Sys 1 Summa Loads Component Area Sen Lat Sen Total Description uan' Loss� Gain Gain Gain .31,.30: Glazing- 303.7 5,177 0 5,545 5,545 11 D: Door-Wood-Solid Core, U-value 0.39 40 858 0 328 328 11 G: Door-Wood- Panel, U-value 0.54 80 2,376 0 907 907 R13-2"CCSF-7: Wall-Basement, Custom, R-13 Closed 612 2,390 0 119 119 Cell Spray Foam 2", U-value 0.071, above grade U- value 0.071 R13-2" CCSF-7:Wall-Basement, Custom, R-14 Closed 1626.1 6,797 0 316 316 Cell Spray Foam 2", U-value 0.076,above grade U- value 0.076 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 2058.7 7,360 0 1,376 1,376 cavity, no board insulation, siding finish,wood studs, U-value 0.065 r41: Roof/Ceiling-Under Attic with Insulation on Attic Floor 994 1,312 0 1,073 1,073 (also use for Knee Walls and Partition Ceilings), Custom r41 U-value 0.024 Subtotals for structure: 26,270 0 9,664 9,664 People: 3 600 690 1,290 Equipment: 900 7,235 8,135 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:49, Summer CFM: 16 2,961 353 176 529 Ventilation: Winter CFM: 75, Summer CFM:75 4,521 1,659 822 2,481 Exhaust:Winter CFM: 50 Summer CFM: 50 System 1 Sys 1 Load Totals: 33,752 3,512 18,587 22,099 Check Ficiures Supply CFM: 810 CFM Per Square ft.: 0.176 Square ft. of Room Area: 4,592 Square ft. Per Ton: 2,494 Volume (ft'): 25,435 FS- stem Loads Total Heating Required Including Ventilation Air: 33,752 Btuh 33.752 MBH Total Sensible Gain: 18,587 Btuh 84 % Total Latent Gain: 3,512 Btuh 16 % Total Cooling Required Including Ventilation Air: 22,099 Btuh 1.84 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLCHall's Creek Drive Bohemia.NY 11716 Page 6 System 2 Sys 2 Summaly Loads Component 'Area Sen' Lat Sen i, Total Desai tion Quan Loss^ Gain Gain,". Gain .31,.30: Glazing- 259.2 4,418 0 5,669 5,669 11 D: Door-Wood-Solid Core, U-value 0.39 20 429 0 164 164 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1113.6 3,980 0 745 745 cavity, no board insulation, siding finish,wood studs, U-value 0.065 r41: Roof/Ceiling-Under Attic with Insulation on Attic Floor 1373 1,813 0 1,483 1,483 (also use for Knee Walls and Partition Ceilings), Custom r41 U-value 0.024 Subtotals for structure: 10,640 0 8,061 8,061 People: 1 200 230 430 Equipment: 0 4,270 4,270 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 75, Summer CFM: 75 4,521 1,659 822 2,481 Exhaust: Winter CFM: 50, Summer CFM: 50 AED Excursion: 0 0 1,986 1,986 System 2 Sys 2 Load Totals: 15,161 1,859 15,369 17,227 Check Figures Supply CFM: 664 CFM Per Square ft.: 0.483 Square ft. of Room Area: 1,373 Square ft. Per Ton: 956 Volume(ft'): 10,984 S stem Loads Total Heating Required Including Ventilation Air: 15,161 Btuh 15.161 MBH Total Sensible Gain: 15,369 Btuh 89 % Total Latent Gain: 1,859 Btuh 11 % Total Cooling Required Including Ventilation Air: 17,227 Btuh 1.44 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia,NY 11716 r Page 7 Manual S Performance Data - System 1 - Sys 1 Loads and Desi-h Con'ditioris Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 18.587 Outdoor Wet Bulb: 72 Latent Gain: 3.512 Indoor Dry Bulb: 75 Total Gain: 22.099 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 810 Entering Dry Bulb: 75.9 Entering Wet Bulb: 63.5 Heating: Outdoor Dry Bulb: 15 Sensible Loss: 33.752 Indoor Dry Bulb: 70 Entering Dry Bulb: 59.2 Indoor RH: 30 Supply Airflow: 381 E iai ment Performance-'Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC624A*030*+FX4DNF025L, Nominal Capacity: 23.400, Manufacturer: CARRIER AIR CONDITIONING e EDB EWB Air Flow .OI Total I Power ? DB 75.9°F °F CFM of l Capacity Input i Sensible MBtuh kW S/T I Capacity { MBtuh . 1=75 24.23 1.58 0.711 17.2 '80C i �- 95 21.86 1.96 0.744 16.2 63&----- 75 24.61 1.62 0.742 18.2 90 —95 22.16 2 0.781 17. �-- M 75 26.16 1.58 0.686 17.9 95 23.6 1.97 0.72 17 67 , f 1 75 26.54 1.62 0.719 19.0 ,900• 95 23.9 2.01 0.758 18.1 Interpolation Results: Percent Load of Load Sensible Capacity: 16.941 18.587 91% Latent Capacity: 6.367 3.512 181% Total Capacity: 23.308 22.099 105% Power Input: 1.77 Heating: Model Type: Propane Furnace, Model: R95TA0601317MSA, Nominal Capacity: 54.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent LQadd of Load Heating Capacity: 54.000 33.752 160% C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 * Page 8 Manual S Performance Data - System 2 - Sys 2 Loads.and Design Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 15.369 Outdoor Wet Bulb: 72 Latent Gain: 1.859 Indoor Dry Bulb: 75 Total Gain: 17.227 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 664 Entering Dry Bulb: 76.1 Entering Wet Bulb: 63.7 Heating: Outdoor Dry Bulb: 15 Sensible Loss: 15.161 Indoor Dry Bulb: 70 Entering Dry Bulb: 40;3 Indoor RH: 30 Supply Airflow: 139 E ui'rhent Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC618A*030*+FX4DNF019L, Nominal Capacity: 18.000, Manufacturer: CARRIER AIR CONDITIONING EDB EWB Air Flow �O�DBB Total Power 76.1 �F OF CFM of Capacity Input 'Sensible MBtuh' kW-. S%T ` Capacity" I MBtuh i - — i 75 18.55 1.2 0.702 13.0 60 ig—"6 16.68 1.49 0.735 12.2 63 A ---- t 67 F 75 18.85 1.23 0.732 13.7 ' F 95 16.92 1.52 0.77 13.0 �7 19.99 1.2 0.678 13.5 60 95, 18 1.5 0.711 12. 7 20.29 1.23 0.709 14.3 67 9 1 18.24 1.53 0.747 13.6 Interpolation Results: Percent Load of Load Sensible Capacity: 13.399 15.369 87% Latent Capacity: 4.688 1.859 252% Total Capacity: 18.087 17.227 105% Power Input: 1.37 Heating: Model Type: Propane Furnace, Model: R95TA0601317MSA, Nominal Capacity: 54.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent L of Load Heating Capacity: 54.000 15.161 356% C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testing Services'LLC Hall's Creek Drive Bohemia NY 11716 Page 9 Detailed Room Loads - Room 1 - Basement (Average Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 2,264.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.2 AC/hr Volume: 20,376 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 26 CFM Runout Air: 81 CFM Percent of Supply.: 32 % Runout Duct Size: 5 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 596 ft./min. Percent of Supply: 9 % Runout Air Velocity: 596 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.291 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item. Area -U- Htg Sen Clg Lat Sen Descr"i tion Quantity Value HTM Loss HTM Gain Gain N-Wall-R13-2"CCSF-7 68 X 9 612 0.071 3.9 2,390 0.2 0 119 -Abv. grade U-value 0.071 W-Wall-R13-2" CCSF-7 57.9 X 9 512.7 0.076 4.2 2,143 0.2 0 100 -Abv. grade U-value 0.076 S-Wall-R13-2"CCSF-7 68 X 9 607.8 0.076 4.2 2,541 0.2 0 123 -Abv. grade U-value 0.076 E-Wall-R13-2" CCSF-7 57.9 X 9 505.6 0.076 4.2 2,113 0.2 0 93 -Abv. grade U-value 0.076 W-GIs-.31,.30 shgc-0.3 0%S 8.4 0.310 17.1 143 31.4 0 264 S-GIs-.31,.30 shgc-0.3 0%S 4.2 0.310 17.1 72 15.5 0 65 E-GIs-.31..30 shgc-0.3 0%S 15.5 0.310 17.1 264 31.4 0 487 Subtotals for Structure: 9,666 0 1,251 Infil.:Win.: 8.3, Sum.: 2.7 499 1.003 500 0.060 60 30 Equipment: 0 500 Room Totals: 10,166 60 1,781 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 ll Page-10 Detailed Room Loads - Room 2 - Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 451.0 sq.ft. Supply Air: 108 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 4,059 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 108 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 551 ft./min. Percent of Supply: 9 % Runout Air Velocity: 551 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item . Area -U- Htg Sen Cid Lat Sen Description Quant6 Value HTM Loss HTM Gain Gain E-Wall-12F-0sw 16.5 X 9 148.5 0.065 3.6 531 0.7 0 99 N-Wall-12F-Osw 25.8 X 9 157.4 0.065 3.6 563 0.7 0 105 E-Wall-12F-Osw 2.6 X 9 23.4 0.065 3.6 84 0.7 0 16 W-Wall-12F-Osw 2.6 X 9 23.4 0.065 3.6 84 0.7 0 16 N-Door-11 D 20 X 1 20 0.390 21.5 429 8.2 0 164 N-GIs-.31..30 shgc-0.3 100%S 54.8 0.310 17.1 934 8.9 0 487 Subtotals for Structure: 2,625 0 887 Infil.: Win.: 7.1, Sum.:2.3 428 1.004 429 0.058 51 25 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,000 Room Totals: 3,054 451 2,372 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Pa a 11 Detailed Room Loads - Room 3 - Stairwell Area (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 304.0 sq.ft. Supply Air: 104 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 2,736 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 104 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 531 ft./min. Percent of Supply: 9 % Runout Air Velocity: 531 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.180 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U= Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain N-Wall-12F-Osw 22.8 X 9 160.1 0.065 3.6 572 0.7 0 107 W-Wall-12F-Osw 16.5 X 9 94.8 0.065 3.6 339 0.7 0 63 S-Wall-12F-Osw 1.4 X 9 12.6 0.065 3.6 45 0.7 0 8 N-GIs-.31,.30 shgc-0.3 100%S 45.1 0.310 17.1 769 8.9 0 401 W-GIs-.31,.30 shgc-0.3 0%S 53.7 0.310 17.1 916 31.4 0 1,686 Subtotals for Structure: 2,641 0 2,265 Infil.: Win.:6.1 Sum.:2.0 366 1.002 367 0.060 44 22 Room Totals: 3,008 44 2,287 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC LoadsElite Software Development,Inc. Enerqv Testing Services LLC a-16Hall's Creek Drive Bohemia NY 11716 l' Page 12 Detailed Room Loads - Room 4 - Pant Avera a Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 52.0 sq.ft. Supply Air: 7 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 468 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 7 CFM Percent of Supply.: 25 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 79 ft./min. Percent of Supply: 9 % Runout Air Velocity: 79 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.008 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item . Area =U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 7 X 9 63 0.065 3.6 225 0.7 0 42 S-Wall-12F-Osw 7.5 X 9 67.5 0.065 3.6 241 0.7 0 45 UP-Ceil-r41 1 X 52 52 0.024 1.3 69 1.1 0 56 Subtotals for Structure: 535 0 143 Infil.:Win.: 2.2, Sum.: 0.7 131 1.004 131 0.061 16 8 Room Totals: 666 16 151 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC Hall's Creek Drive Bohemia NY 11716 Pae 13 Detailed Room Loads - Room 5 - Kitchen Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 341.0 sq.ft. Supply Air: 208 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 3,069 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 104 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 529 ft./min. Percent of Supply: 9 % Runout Air Velocity: 529 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.179 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Qua'ntity Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 7.1 X 9 63.9 0.065 3.6 228 0.7 0 43 S-Wall-12F-Osw 16.5 X 9 124.5 0.065 3.6 445 0.7 0 83 W-Wall-12F-Osw 14.3 X 9 128.7 0.065 3.6 460 0.7 0 86 S-GIs-.31,.30 shgc-0.3 0%S 24 0.310 17.1 409 15.4 0 370 UP-Ceil-r41 1 X 116 116 0.024 1.3 153 1.1 0 125 Subtotals for Structure: 1,695 0 707 Infil.:Win.: 5.7, Sum.: 1.8 341 1.003 342 0.059 41 20 People:200 lat/per,230 sen/per: 1 200 230 Equipment: 900 3,600 Room Totals: 2,037 1,141 4,557 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 0 Page-14 Detailed Room Loads - Room 6 - —Open To Above Area (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 354.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 3,186 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 47 CFM Percent of Supply.: 18 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 542 ft./min. Percent of Supply: 9 % Runout Air Velocity: 542 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.330 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value, HTM Loss HTM ' Gain Gain S-Wall-1 2F-Osw 21.4 X 9 112.6 0.065 3.6 403 0.7 0 75 E-Wall-12F-Osw 6.4 X 9 57.6 0.065 3.6 206 0.7 0 39 S-Door-11 G 80 X 1 80 0.540 29.7 2.376 11.3 0 907 Subtotals for Structure: 2,985 0 1,021 Infil.: Win.:4.2 Sum.: 1.4 250 1.003 251 0.060 30 15 Room Totals: 3,236 30 1,036 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 0 Page 15 Detailed Room Loads - Room 7 - Garage Enbty Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 245.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 2,205 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 28 CFM Percent of Supply.: 17 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 318 ft./min. Percent of Supply: 9 % Runout Air Velocity: 318 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.116 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity 'Value HTM Loss. HTM Gain Gain E-Wall-12F-Osw 7.8 X 9 50.2 0.065 3.6 179 0.7 0 34 N-Wall-12F-Osw 21.4 X 9 192.6 0.065 3.6 689 0.7 0 129 E-Door-11 D 20 X 1 20 0.390 21.5 429 8.2 0 164 UP-Ceil-r41 1 X 245 245 0.024 1.3 323 1.1 0 265 Subtotals for Structure: 1,620 0 592 Infil.:Win.:4.4, Sum.: 1.4 263 1.005 264 0.061 31 16 Room Totals: 1,884 31 608 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC Hall's Creek Drive Bohemia NY 11716 Page 16 Detailed Room Loads - Room 8 - Laundt Room Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 75.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 675 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 28 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 324 ft./min. Percent of Supply: 9 % Runout Air Velocity: 324 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.120 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 5.9 X 9 53.1 0.065 3.6 190 0.7 0 36 UP-Ceil-r41 1 X75 75 0.024 1.3 99 1.1 0 81 Subtotals for Structure: 289 0 117 Infil.: Win.: 0.9, Sum.: 0.3 53 0.998 53 0.056 6 3 Equipment: 0 500 Room Totals: 342 6 620 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testing Services LLC Hall's Creek Drive Bohemia NY 11716 r Page 17 Detailed Room Loads - Room 9 - Powder Room Average Load Procedure Ge eraf Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 34.0 sq.ft. Supply Air: 3 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.7 AC/hr Volume: 306 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 3 CFM Percent of Supply.: 21 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 39 ft./min. Percent of Supply: 9 % Runout Air Velocity: 39 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.002 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gairi Gain W-Wall-12F-Osw 5.8 X 9 52.2 0.065 3.6 187 0.7 0 35 UP-Ceil-r41 1 X 34 34 0.024 1.3 45 1.1 0 37 Subtotals for Structure: 232 0 72 Infil.:Win.: 0.9, Sum.: 0.3 52 0.996 52 0.057 6 3 Room Totals: 284 6 75 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Pa Detailed Room Loads - Room 10 - Master Bath Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 117.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,053 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 22 CFM Percent of Supply.: 9 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 249 ft./min. Percent of Supply: 9 % Runout Air Velocity: 249 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.072 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 11.2 X 9 91.8 0.065 3.6 328 0.7 0 61 E-GIs-.31,.30 shgc-0.3 0%S 9 0.310 17.1 153 31.4 0 283 UP-Ceil-r41 1 X 117 117 0.024 1.3 154 1.1 0 126 Subtotals for Structure: 635 0 470 Infil.:Win.: 1.7 Sum.: 0.5 101 1.002 101 0.060 12 6 Room Totals: 736 12 476 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 r Pae 19 Detailed Room Loads - Room 11 - Master Bedroom Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 249.0 sq.ft. Supply Air: 145 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,241 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 73 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 13 CFM Runout Air Velocity: 533 ft./min. Percent of Supply: 9 % Runout Air Velocity: 533 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.233 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen. Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12F-Osw 15.8 X 9 69.4 0.065 3.6 248 0.7 0 46 W-Wall-12F-Osw 15.8 X 9 142.2 0.065 3.6 508 0.7 0 95 S-GIs-.31,.30 shgc-0.3 0%S 72.8 0.310 17.1 1,241 15.4 0 1,123 UP-Ceil-r41 1 X 249 249 0.024 1.3 329 1.1 0 269 Subtotals for Structure: 2,326 0 1,533 Infil.: Win.:4.7, Sum.: 1.5 284 1.002 285 0.060 34 17 Equipment: 0 1,635 Room Totals: 2,611 34 3,185 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Page 20 Detailed Room Loads - Room 12 - Wic (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 106.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 954 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 28 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 323 ft./min. Percent of Supply: 9 % Runout Air Velocity: 323 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.119 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg" Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 9.9 X 9 81 0.065 3.6 290 0.7 0 54 S-Wall-12F-Osw 10.7 X 9 88.2 0.065 3.6 315 0.7 0 59 E-GIs-.31,.30 shgc-0.3 0%S 8.1 0.310 17.1 138 31.4 0 254 S-GIs-.31,.30 shgc-0.3 0%S 8.1 0.310 17.1 138 15.4 0 125 UP-Ceil-r41 1 X 106 106 0.024 1.3 140 1.1 0 114 Subtotals for Structure: 1,021 0 606 Infil.: Win.: 3.1, Sum.: 1.0 185 1.003 186 0.059 22 11 Room Totals: 1,207 22 617 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC Hall's Creek Drive Bohemia,NY 11716 Page 21 Detailed Room Loads - Room 13 - Bedroom 2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 116 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,392 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air: 58 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 13 CFM Runout Air Velocity: 664 ft./min. Percent of Supply: 11 % Runout Air Velocity: 664 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.494 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 11.8 X 8 94.4 0.065 3.6 337 0.7 0 63 N-Wall-12F-Osw 16 X 8 101 0.065 3.6 361 0.7 0 68 N-GIs-.31,.30 shgc-0.3 100%S 27 0.310 17.1 460 8.9 0 240 UP-Ceil-r41 1 X 174 174 0.024 1.3 230 1.1 0 188 Subtotals for Structure: 1,388 0 559 Infil.:Win.: 0.0, Sum.: 0.0 222 0.000 0 0.000 0 0 AED Excursion: 347 Equipment: 0 1.635 Room Totals: 1,388 0 2,541 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Page 22 Detailed Room Loads - Room 14 - Bedroom 3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 178.0 sq.ft. Supply Air: 113 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 1,424 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 57 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 13 CFM Runout Air Velocity: 649 ft./min. Percent of Supply: 11 % Runout Air Velocity: 649 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.472 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area " -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12F-0sw 2.5 X 8 20 0.065 3.6 72 0.7 0 13 N-Wall-12F-Osw 13 X 8 77 0.065 3.6 275 0.7 0 52 W-Wali-12F-Osw 2.5 X 8 20 0.065 3.6 72 0.7 0 13 N-GIs-.31,.30 shgc-0.3 100%S 27 0.310 17.1 460 8.9 0 240 UP-Ceil-r41 1 X 178 178 0.024 1.3 235 1.1 0 192 Subtotals for Structure: 1,114 0 510 Infil.:Win.: 0.0, Sum.: 0.0 144 0.000 0 0.000 0 0 AED Excursion: 339 Equipment: 0 1,635 Room Totals: 1,114 0 2,484 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM > Y Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 0 Page 23 Detailed Room Loads - Room 95 - Balcony (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 151.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 1,208 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 19 CFM Percent of Supply.: 29 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 216 ft./min. Percent of Supply: 11 % Runout Air Velocity: 216 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.054 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description QuantityValue HTM Loss. HTM' Gain Gain E-Wall-12F-Osw 5.8 X 8 26.4 0.065 3.6 94 0.7 0 18 N-Wall-12F-Osw 2 X 8 16 0.065 3.6 57 0.7 0 11 E-Door-11 D 20 X 1 20 0.390 21.5 429 8.2 0 164 UP-Ceil-r41 1 X 151 151 0.024 1.3 199 1.1 0 163 Subtotals for Structure: 779 0 356 Infil.:Win.: 0.0, Sum.: 0.0 62 0.000 0 0.000 0 0 AED Excursion: 56 Room Totals: 779 0 412 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC 6NA1. Hall's Creek Drive Bohemia NY 11716 0 Page 24 Detailed Room Loads - Room 16 - _Upper Family Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 521.0 sq.ft. Supply Air: 358 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 4,168 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 37 CFM Runout Air: 89 CFM Percent of Supply.: 10 % Runout Duct Size: 6 in. Actual Summer Vent.: 40 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 11 % Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.133 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U-. Htg Sen Clg Lat . Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12F-Osw 23.4 X 8 179.1 0.065 3.6 640 0.7 0 120 W-Wall-12F-Osw 29.8 X 8 100.7 0.065 3.6 360 0.7 0 67 N-Wall-12F-Osw 23.4 X 8 160.2 0.065 3.6 573 0.7 0 107 N-GIs-.31,.30 shgc-0.3 100%S 27 0.310 17.1 460 8.9 0 240 W-GIs-.31,.30 shgc-0.3 0%S 137.7 0.310 17.1 2,348 31.4 0 4,324 S-GIs-.31,.30 shgc-0.3 0%S 8.1 0.310 17.1 138 15.4 0 125 UP-Ceil-r41 1 X 521 521 0.024 1.3 688 1.1 0 563 Subtotals for Structure: 5,207 0 5,546 Infil.: Win.: 0.0, Sum.: 0.0 613 0.000 0 0.000 0 0 AED Excursion: 1,071 People:200 lat/per, 230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 5,207 200 7,847 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Hall's Creek Drive Bohemia NY 11716 Page 25 Detailed Room Loads - Room 17- Bath 2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 53.0 sq.ft. Supply Air: 7 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 424 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 7 CFM Percent of Supply.: 48 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 83 ft./min. Percent of Supply: 11 % Runout Air Velocity: 83 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.009 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- I Htg Sen Clg Lat Sen Description 'Quantity Value HTM' Loss HTM Gain Gain E-Wall-12F-Osw 5.9 X 8 47.2 0.065 3.6 169 0.7 0 32 S-Wall-12F-Osw 9 X 8 72 0.065 3.6 257 0.7 0 48 UP-Ceil-r41 1 X 53 53 0.024 1.3 70 1.1 0 57 Subtotals for Structure: 496 0 137 Infil.: Win.: 0.0, Sum.: 0.0 119 0.000 0 0.000 0 0 AED Excursion: 22 Room Totals: 496 0 159 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ' Enerqy Testing Services LLC Hall's Creek Drive Bohemia,NY 11716 Pa a 26 Detailed Room Loads - Room 18 - Open To Below (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 296.0 sq.ft. Supply Air: 50 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 2,368 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 12 CFM Runout Air: 50 CFM Percent of Supply.: 23 % Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 577 ft./min. Percent of Supply: 11 % Runout Air Velocity: 577 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.374 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quanti Value HTM Loss HTM Gain Gain E-Wall-12F-0sw 7.7 X 8 61.6 0.065 3.6 220 0.7 0 41 S-Wall-12F-Osw 21.3 X 8 138 0.065 3.6 493 0.7 0 92 S-GIs-.31,.30 shgc-0.3 0%S 32.4 0.310 17.1 552 15.4 0 500 UP-Ceil-r41 1 X 296 296 0.024 1.3 391 1.1 0 320 Subtotals for Structure: 1,656 0 953 Infil.: Win.: 0.0, Sum.: 0.0 232 0.000 0 0.000 0 0 AED Excursion: 151 Room Totals: 1,656 0 1,104 C:\...\North Island ... ck 11952.rh9 Friday,August 14, 2020, 11:28 AM s moi' Y 7/ �Jf S � 1•y iJ Y Y J �. y 2"Y rs np r ,r i ,tom �j f y 1 t � La lu i , . . .. t }A r �J a i� TMJ: i ,��»\ :w© ?���. . . . . : j � : � <� / Y / \�% ~ % \ « y � § + �. �\ . � , /_ � �\� . \ � * . � : � �. � .��. :J. .yam. � w ��� .��° . �> . _ / � � � :� & \�\ : § � - ��� � . :�»?: | . ! | - ��� � � � ,�� � ( � { \��� � �. \�� � � . :��« � � �\\�//` �� � .v, . . . . ,�&« © >�/:» � �y w < : �� \��/, < � d: � � .___- s �� y �`. - �. ,� . _...-7r t 1 - t` d i r 1 1 1 • • • o mom A IN I Meg vl m�` 111 1�I l FOUNDA ®r(:a4� ------------------- • i • 1 a Vr PLUMBINGROUGH FRAMING& 1 • �L STATE ENERGY CODE.- �1R�lGi� % - P I � ow,G IMR 71 ..l�'� _ ► 1 i. • .. .rya .rte/'/�I'f'"�. ♦, � J V�� 1��1.1� • 1 1 � 0 ••Ilk 1 Wk ON WE ROW-1 1011 Gem Yl HATE I 1 c . t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 \ Survey Southoldtownny.gov PERMIT NO. SCV Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined —,20 Single& Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved '120 Mail to:fflwE>�� ;uTriz Disapproved a/c 26(, LA&oL@ fr. Q r Ph :�631�22 -6960 �1 Expiration 120 Building Inspector AUG 2 5 A 'LI TION FOR BUILDING PERMIT 1BUTLDIN(;.DEM Date , 20 , UM- OLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing,location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. -f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature Applicant or name,if a corporation) 20C�I�t�Ce�1Jy� �X 21✓z2NwAo 1►n r !1 qY�( (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �Sala 4– !SLAS 1,D WBA) 0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 'I2IR H I Other Trade's License No. 1. Location of land on which ropo ed work will;be done: . -)(®o &MM CA AAA House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi es and intended use and occupancy of proposed construction: a. Existing'use and occupancyAli- L-/o b. Intended use and occupancy_ .,SN E1(jArP, 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7 , o0o Fee (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial of mixed occupancy, specify filature and extent of each type of use. MA 7. Dimensions of existing structures, if anXons Rear Depth Height Numb Dimensions of same structure with ions FrontDepth HeighNumber of Stories 8. Dimensions of entire'new construction: Front Rear 82- Depth Height 2-13Number of Stories 9. Size of lot: Front V5-( Rear 2=13 Depth `S .2100 10. Date of Purchase Name of Former /Owner A 11. Zone or use district in which premises are situated c- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V- 13. Will lot be re-graded? YES NO r/Will excess fill be removed from premises? YES NO H A,?-VA/V5 ✓ y 14. Names of Owner of premisesJO�N• LOt address_ r�1 ' vl il?�phone No. 3l��G17--(��/ Name of Architect T a PC-. Address Phone No6231-20g--0 50 Name of Contractor, yn &2i)TMCirj 2 4 - Address 1 OW/ho Phone No.((x3l) Q16'5-6685 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. *YES NO 'k IF YES,-SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO k IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 06UCj7C(k Bull-LOL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (��y ' (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 thAbAM%faTiRd)gowledge and belief; and that the work will be performed in the manner set forth in the application FW&A tih0cttalidthState of New York No.01 MA6354670 Sworn t before me this Qualified in Suffolk day f 0� iv C�emmission Exp,02/21 otary Pu is Signature of Applicant Building U+ partmctit Application, AUTHORIZATION Mvrc4hc pplicant is not the Owner), sidin :ax� .. . (Z'rise!prpperty.owneils name) :(Mailing .Address), rm� db:hecdb.y authorize (Agent) 7I c1 to apply= an my behalf to fhe SouthAld Mild44 Depat`tment. Own .r.'"s;Sionature.) i G � (�cel-�C C (Print Owner's Name) CONST N T`"TO INSPECTION S L,LCc a� . the undersigned, db(es)hcrehy strtte: Owiier(s)Name(s) That the undersigned(is} are)the;6w ier(s)of the premisesin the.Tawn of Southold; ldcated at , which.is,shown and designated on the Suffolk County Tax:.Ma as District: 0k. Section, ^,Block,L,. Lot 1-); That the undersigned (has) (have) filed;or cause to be filqd. an apptieat"ion in the Southold.T6NNm..Building Inspector's Office:fvr the following: � N .. . That the undersigned do(es)hereby give consent:to the Building Inspectors:ofthe Town of Southold'to enter-upon the'aboVe-described property; including any and.all buildings.;located thereon,to conduct such 'inspections as they may*em;necessary with respect to the aforesaid:application,..incltiding::inspections to determine that said premises comply.with all of the laws, c rdinances,,rules and.regulations of the:Town of Southold. The undersigned, in consenting.to such inspections,do(es.)so iwith the knsiwledge and understanding.that any information obtained`in the ppadilet.Qf such inspections may be,used in subsequent prosecutions for v olations-of..the taws,,ordinances;rifles or regulations.of the Tov nI bf Southold. Dated:. (OP e) I(Print anie PT :(Signature), (PrintName). BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o owe o f s lu-v"O Jwn Hall Annex- 54375 Main Road - PO Box 1179 "* Southold, New York 11971-0959 'y., p� , Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr(&-southoldtownny.gov-- seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 10/26/2021 Company Name: Mike Smith and Son Electrical Contracting Inc Electrician's Name: Michael Smith License No.: ME-42078 Elec. email:msmithandsonelectric@gmaii.com Elec. Phone No: 631-834-8764 D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 JOB SITE INFORMATION (All Information Required) Name: Joseph & Susan Loiacono Address: , Mattituck, NY 2 Cross Street: Hall's Creek Dr Phone No.: 631-697-0428 Bldg.Permit M 45180 email:joedosil@gmail.com Tax Map District: 1000 Section:115 Block: 17 Lot:17.27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New residential home Square Footage: 3200 Circle All That Apply: Is job ready for inspection?: ❑ YES R]NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑� YES❑NO Issued On Temp Information: (All information required) Service SizeFt-/11 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead #Underground Laterals F1 1 Z 0 H Frame 0 Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION ` C SNA - 2 BUILDING DEPARTMENT- Electrical Inspector t � TOWN OF SOUTHOLD. 'i4 , ,Jt-;=� ,T, wn Hall Annex 754375 Main Road - PO.Box 1 179':,� cz Southold, New.York 11971-0959 y�0 aa�a Telephone (631) 765=1802 FAX (,631) 765=9502 1 �s' rogerr@southoldtownny.gov seand(@r-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/26/2021 Company Name: Mike Smith and Son Electrical Contracting Inc Electrician's Name: Michael Smith License No.: ME-42078 Elec. email:msmithandsonelectric@gmail.com Elec. Phone No: 631-834-8764 ®1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 326, Rocky Point, NY 11778 JOB SITE INFORMATION (All Information Required) Name: Joseph & Susan Loiacono Address: , Mattituck, NY It�D Cross Street: Hall's Creek Dr Phone No.: 631-697-0428 Bldg.Permit#: 45180 email:joedosil@gmail.com Tax Map District: 1000 Section:115 Block: 17 Lot:17.27 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New residential home Square Footage: 3200 Circle All That Apply: Is job ready for inspection?- ❑ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: F&-/] YES❑ NO Issued On Temp Information: (All information required) Service SizeFv�1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ONew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓Underground❑Overhead # Underground Laterals R1 1 2 H Frame Pole Work done on Service? DY PN Additional Information: PAYMENT DUE WITH APPLICATION O �� C �� PERMIT # Address:,. Switches Outlets c� GFI's Surface 1 Sconces flu HH' S H's UC Lts Fans ` f I Fridge 1 HW Exhaust I 3 Oven Smo es OW 1 Mini Catbon Micro . Generator f _ CombofI Cooktop ' Q� Transfer 3 � AC1 AH Hood h Service¢ r Amps Have Used Special: Comments J -� Scott A. Russells- k 9T(0�1K1\\11WAT1E1K SUPERVISOR � F � I��1[A\�A\(G�IEI��/][1E��C' SOUTHOLD TOWN HALL-P.O.Sox 1179 � .� /`i 53095 Main Road-SOUTHOLD,NEW YORK 11971 � �, Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE E IFOLiL.GVVENG: Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®®'C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. []D'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ElQ'E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. . If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design�Prr esssional,Agent.Contractor,Other) S.C.T.M. #: 1100]0 Date: J Di i t � NAME: ma Section Block Lot 2 n�j— FOR, BUILDING; l:)L:' !%1tT1�IL NT U. IE t NLY Contact Information: (WO ;'" v beec_ _ Reviewed By: Date: Property Address / Location of Construction Work: — — — — --- — — — — — — — — — — — — � �/�/,� ,,� Approved for processing Building Permit.w—/n/Vim. Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM $ SMCP -TOS MAY 2014 Town Hall Annex �4 ��$ Telephone(631)765-1802 54375 Main Road Fax(631)765=9502 P.O.Box 1179 CO2 Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,.PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1202,0 Owner: Loi.&coni® Location of Property: . �D0 /tr1,W - L 1 1 1'YY r1 T11 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation.to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beans (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): .T,I,�iC� 1} .. �Z. Capacity(check applicable line): Owner Owner representative TPussReg15.docx Effective 1/1/2015 77 April 29,2022 A P 19 9 2022 Town of Southold Building Department Town Clerk's Office Re: Building Permit#45180 1600 New Suffolk Ave.,Mattituck SCTM 473880 Sec/Block/Lot#115-.17-17.27 To Whom it May Concern, I am wetting to request a six month extension on building permit#45180. h ha an' , YouYou' 0 P Loiacono" �' 23.03 2 7 2+2 + 1-1/ -120.96 � LEGENDgyp. 2'� / i 22.21 2 / � ♦+� / 23.60 CONCRETE CURB -- + '3 O 2 M E 23.3 22 5 ' - 20.f6 i.20 O STONE WALL / NI1 / N S� I / \ +.2 k EDGE OF PAVEMENT / 149. ® � 2 9 EDGE OF WOODS HEDGE + \ Zp•5 FSTAKE +OUND 1 �\ / � S �. \ rBOs�,e'/ / _ - _1 g_ - _ CONTOURS 13.30 / TOP/BOTTOM OF CURB a � fs.pg 8C rt/ /23.0 / C \ /t�a i esu 17.4, 70P BOTTOM OF WALL / 20� / / +55.43SP07 ELEVATION +S' 10 TELEPHONE CONTROL BOX \wA\,NgiN/ 18.7`\` \ \\ 2e i ® WATER VALVE ffNF \ O ,r \ ® WATER METER\ �� + I 12 1.9 \ 1-1 i � 'Cr FIRE HYDRANT / I 1 2+1.3 I 20+1 ( \ \ MP + \ \� ,330 / a SIGN \ \ \ \ \ \\ 15.� ptIUMENL /J I " C \ \ N \ \ NO 19.6 \\ \ \ \ 16.+ \ \ •O� \ NOTES: 23.0I / \ + \ \ \ 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC 1 2+ 1 \ \ \\ \\ 11\ I \ PURPOSE, AND IS NOT INTENDED TO BE USED FOR A r- \ r IIaZ \ TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. 1 20.7 � 1 1 I Ill I \ + 1b9 \ 175{ I �N 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A N TITLE REPORT AND THEREFORE, THE EXISTENCE OF 78 \ 11 16.3 ( ( I m ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR \ I I I RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. 22.7 \ ` N o / + \\ \ \ \\\ 11 I f OW T I f 3 PROPPERTY ART CORNERHISSMONU ENTS WERE NOT PLACED � I I 799 \• 1+ I I/1 / / N 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE O I \ \ + 1 I I/ ,s.! I ILC NOT EXAMINED OR CONSIDERED AS PART OF THIS 1 17.7 r I �j I / SURVEY. 1 + 1 13. w N 2+ \ Zo 19. I / ( 4 1 1 i 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE j N \ (NO BUILDINGS) + I l STRUCTURES TO THE PROPERTY LINES ARE FOR A 1 \ / b I SPECIFIC, PURPOSE AND USE AND THEREFORE ,'ARE i •1 \ 1 I a , NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, 0S o°( RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS,I 1 \ I I I P rsl m �}. ADDITIONS TO BUILDINGS OR ANY OTHER V„r CONSTRUCTION. 1 I 1 W old 1 I Q 6. THE PROPERTY APPEARS AS LOT 33 ON THE MAP OF M 1 I 20.8 / m O 1 / I 16.0 HARBOR VIEW AT MATTITUCK, FILED AUGUST 21, 1987 \ \ I + / 1+11 I I W I I �, / - FILE No. 8377. ,^ v 4 \ \\ 2+' I / I 1 ^I Mi +� 141 7. LOT AREA = 46,797 SQUARE FEET. 22.3 m (0I \ + 1 / / I oI 8. ELEVATIONS REFER TO N.A.V.D. 1988. N toI \ I / 19.8 h / I 'T I ^QCT MI 23.2 1 \ 1 // / ( I�Z II 9. SETBACK LINES SHOWN ACCORDING TO HARBOR FARM Z I \ \ / / I / a I - BAYVIEW AT MATTITUCK HOMEOWNERS ASSOCIATION. �%J ,►C40 I \\ 22.5 + 1 f 113'1 2+9 f 7- + 35' SIDE SETB/16K UNE T 19.6 19.1/ \ \ 21.7 I \ + + i7.7 i1 .7 i r° Date BY Revision \ ( �i Surveyed by. C.S. I Drafted by: A.V.R. Checked by: C.W. \ I I \ U m 23.6 I I I + I 11 I I \\ I I \\ I I ®I +--) ' Barrett 22.6 [31V Bonacci & 211 Van Weele, PC STAKE I +�' 2+3 \1 18.4 I 1 / Engineers a Surveyors . Planners FOUND I ` _ TW 18.66 I 23.6 9 �.. �,�,� `� 2-W 1a.16 iS�.3 m to 175A Commerce Drive Hauppauge,NY 11788 + 2+2 - HEDGE '19.2 �� 7631.435.1111 F 631.435.1022 STONE N 84'13'40" W LOT 34 218.84' \\ 0 5 s` II ^ www.bbvpc.com \ nN ,S.et !� 46 Tax Map:DISTRICT 1000 SECTION 115 BLOCK 17 LOT 17.27 \ esu 17.41 17.5 mU N Certifications III hereon signify that this TW 3 + 1 +ib plat of the property depicted hereon was made PROPERTY SW 17.73 I n ^o in accordance with the existing Cade of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors. SATE J mU This ceand i ion is only of the bods depicted MATTITUCK hereon and is not certihmtion of title,inning or �.�.��//11 / O freedom of encumbrances Said certifications +ri shall run only b the persons and/or entities listed hereon and ate not transferable to ad& TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. Ro�al%mfi� nt Unauthorized or addition this a BOUNDARY & veybaviolafonaf$eUon72 TOPOGRAPHIC SURVEY Educa State tion Law Copies of this survey map not ring the IM: SURVEY surveyor's embossed seal and signature sha I VIEW: SURVEY not be considered to be a true and wIid copy © 2019 BBV PC Date Scale Project No. Sheet No. MARCH 13,2019 1"= 20' A190' of BROHN TM 0 ' Q TYPICAL 5Y5TEM: SAND SMSITE PLAN BASED ON SURVEY BY: (� I - 1200 GALLON SEPTIC TANK BARRETT, BONAGGI $ VAN WHEELE, P.G. -1.0 fG 0 r W 2 -51 DIA x 6' DEEP LEACHING POOL (- 3'-0" MIN. ABOVE GROUND WATER 1-75A COMMERCE DRIVE ,03 ;. tD z 0 (4 BEDROOM) HAUPPAUGE, NY PALE BROWN v fh (631) 435-1111 � 7s1 WWW.BBVPG.GOM FINE SAND rye :30 1✓ p� Sp :� D DATED: 3/13/Ici bj Lu z DATUM: NAVD IQ88 } eta ® DWELLING LOT AREA: 46,7ci7 M 0 ( 0 � ' v ROOF DRAINAGE CALL: , 5 T N WATER IN AREA OF HOUSE ROOF = 3,776 5Q F.T. Ll � Ev � � �- � � • •_ � ;,� PALE BROWN LEA L I1 E�'j L.P to IN 3,776 SQ. FT. X (2"/12"/FT.) X 1.00 FINE SAND SP ' �_ �8, �L` i�`�q = 62q.3 GU. FT. z USE 2 - 8(P LEACHING POOL AT GROUND WATER 17.0 ® 4® 'y L.P. . ENCOUNTERED r oc ' / ' EFFECTIVE DEPTH 15.8' BELOW o �'� (975.84 GU. FT. PROVIDED. 5URFAGE _ TEST HOLE DAT TYPICAL PLOT L,4YOUT DATED: 10-29-18 NO SCALE 24+°2 2+7 °'° / NO 5URFAGE WATERS/WETLANDS s" WITHIN 300' OF PROPERTY 24.20 23°0 22 i+ae /(f222, _\ + N� 2 YIN S .1130 E 23a ; W ?ar° 20�' S _ _ g � ° � NO WELLS WITHIN 150' 2°° OF PROPERTY 1 + 2a° \ \ � � k 6:36, a°a j0/ F 23.2 PROP05 4 BEDROO +2\ ct 5 ITARY 5Y5 + I - 1,250 GAON a 5EPTIG ANK q rFa'+4.7 1 2- 8'� X 6'AFF DEPTH �R M �8 1 LEAG�Ii�I 3'-0" MIN.ABOVE f GROUN WATER ♦ \ S�'o '+ 23.a !yip FUTURE 5090 1 , T' ,-• 1 �Mqp °3 1 I 2+ ° T\qR EXPAN51ON x ?�i J i. + % N 79.8\\J m \ 6 rOVIDE - - 3 GLEAN UT FOR SANITARY INE IN I BA5 MENT o} ,B i }3 1 W 5D Q SINGLE PROPOSED 60 .X 8' FAMILY I Q E.D. LEACHING OL RE51DENGE 1 m FOR ROOF DRAINA / PROPOS (PUBLIC 1 U, I 2 STORY WATER) 51N GLE 2 / 0 /o 3 WI % � T 0 0 / FAMILY / oLE / } + C141 W: / / DWELLING 1 M Imo, 2}, / 20.8+ (4 BEDROOM) +Z 82.5' GF =211' + / ,°.° Ot /� O 1 35 1 PROPOSED 8' DIA.X ° I E.D. LEAGHINC POO FOR ROOF DRAINAG -J, N 84'13 40" yy Q I— Z 0 51NGLE FAMILY - -- 4 6 RE51DENGE (PUBLIG HATER) 218.84' X m SITE FLAN 30 15 O 30 60 q0 120 ' 150 GRAPHIC, SCALE 1" = 30'-0" PROPOSED SITE PLAN FOR: FAOE: 7600 NEW SUFFOLK AVENUE, VENUE MATTITUGK, NY JEFFREY T. BUTLER P.E. P.C. 1 S.G.T.M. No.: 1000-115-17-17.27 > m P.O. BOX 634 COUNTY OF SUFFOLK TOWN OF SOUTHO SHOREHAM, NEW YORK 11786 2 TEL.: 631.208.8850 FAX: 631.727.8033 O I I JOB No.: Ig0046 DRAWN BY: DG A 0 49 �C9 DATE: 5/IcI/20 APPROVED BY. JTB WDNEN WIRE FENCE 5YM130L Sam ,EXI5TINO 51TE PLAN BA5ED ON 5URVEY BY: (MIN.14Il2OAL16EPAVEMEN BARRETT, BONAGGI $ VAN WHEELE, P.G. W/ IMAX.;•MESH �—�--o--- . EX15TINO FILTER MOUNTABLE 1-75A COMMERCE DRIVE 56'MIN.LENOTH FENGE OROUND HAUPPAUGE, NY •;•". POSTS DVEN MIN.16' (OPTIONAL) RI INTO +• '° (631) 435-III I m3wapmm WWW.BBVPG.GOM .a.KIN EXISTING DATED: 3/13/Ia .. .. " GROUND .� W�.r W W W � '9�•y WWWy'Wy,W W'�,•• 1j PAIVEMNT DATUM: NAVD 1x88 LOT AREA: 46,IG7 SQ.FT. PERSPECTIVE VIEW PLAN VIi3•N 96'MIN.FENCE POST ROOF DRAINAGE GALL: WOVEN HIRE FENCE(MIN.14 In AREA OF HOUSE ROOF = 3,776 50.FT. 56P�IN6 NTHMAXLTERCLOTM GONSTRUGTION 5PEGIFIGATIONS 1 E51 _ 3,776 SQ. FT. X (2"/12"/FT.) X 1.00 UNDISflJRE®611ROUND I.STONE SIZE-115E 2'STOLE,OR REOLNF87 OR RECYCLED C*rRETE EMALBIL = 62a.5J GU. FT. COMPACTED 50 2.Lff 6TH-NOT LESS THAN 50 FLEET R DZEFT ON A 51NSLE RESDBNOE LOT WERE USE 2 - 8 Q� LEACHING POOL AT A 50 FOOT MIMW LBN6TN WOULD APPLY). ABBwP RR GROUND, 9.TNIc1w56-NOT L�THANsix(a)IWAE5. 8' EFFEGTIVE DEPTH sEcr IN VIS 4.HM-TFBVE(D)FOOT FHNIMM,BDT NOT 1756 THAN TIE HILL WDTH AT 6-15.84 CU. FT. PROVIDED. FONI5 WIHRE INGRESS OR 55 OMPS.TWBAY-FOUR(24)FOOT IF 51NSUE G0N5TRUGTI0N SPECIFICATIONS ENTRANCE TO SITE 5.FILTER CLOTH-WILL BE flAC®OVER THE ENTIRE AREA PRIOR TO P AON6 0 I.WOVEN WIRE FENCE TO BE FASTENED SC-QMY TO FENCE POSTS WM YORE TIE5 OF STONE. BROWN SILTY OR STAPLES.POSTS SIMV.BE STEEL EIM'T'OR U'TYPE OR HARDWOOD. 6.SWAGE WATER-ALL SMACE WATER FLONN6 OR DIVERTED TOWARD C01- SAND SM 2.FILTER GOTH TO BE TO BE FASTEN®SMAELY TO WOVEN NRE C*15TRXTION ENTRANY.ES SHALL BE PIPED ACROTS THE BNRAW-E IF PIPm Is FENCE NTH TIES SPACED EVERY 24'AT TOP AND MID SECTION. IHPRACTICAL.A MOIIITABLE EE;H WITH%I 5LOFE5 WILL BE PERMITTED. PENCE SHALL 13E WOVEN NRE,12 V2 6A116E,6'MAXIRH MEN OP5UN6. 1.MNNTBNANY,E-THE BRIRAWE SHALL BE MAINTAINED 1N A CONDITION WHOM KILL 3.WN3N TWO SECTIONS OF FILTER CATH ADJOIN EACH OffSt THEY SHALL BE OVER- 5EDIH82r SPILL®DROPPED WA511M TRACT®ONTOICRBLIG R16HT5•OF WAY� PALE BROWN LAPPED BY SIX IWAa AND FGDED.FILTER GOTH 5H/dJ BE EITHER FlLTER X N415r I3E R1�ROVED 1MHEDIAMe FINE SAND MIRAFI 100X STMLINKA T14OR OR APPROVE)EXIV ALEIV. D.WN3I WASHING 15 REGLIIR®,IT SHALL BE DOHS ON A AREA sTABILIIDD N•HIH SP 4.PRE=ABRICAT®N 5 SHALL BE 6E0FAB,BNVIROF IiM OR APPROVED EZnVALENT. STONE AND WHCH DRAINS INTO AN APPROVED 5EDIMBIT TRAPPING MXE. 5.MAINTENANCE SHALL BE PSUMII D AS FEEDER ANMD MATERIAL R540VM PW 4.PERIODIC INSPECTION AND NEED®NMINIBNANCE SHALL EE PROVIDED AFTER FMN BUFFS'DEVE OP IN THE S LT FENCE. zs,ez zs,zD t -f-/ w QQ 2 20 23@o 2z2143 12/ � PALE BROHN N g '1130" E zsa sza Z/ �` �/ WATER IN _ 9.21' So p p FINE SAND 5P z °`�. '+��/. k- GROUND WATER z�e ENGOUNTERED 1 .&' BAGEW za ° \ 6.3`'`°4 ,ate ,B N U F / -n---5T HOLE DATA PROPOS 4 BEDROO +�� ' 1 5 ITARY SYS : H DATED: 10-2C,-18 I - 1,250 GA ON rp .D 5EPTIG ANK 1&7+ 2- 8'0 X 6'-AFF DEPTH re *� LEACIRM POOLS q\��gSF rn 3'-0" MIN.ABO GROW %% syo ,+ , i—� % o `� i& PROP 5ED AREA > , XP ( � I s FUTURE 50% r ' .% O CLEARING Y ' ° i ,. R r y EXPANSION 8 �p �qRp 5 \\ \\o- S LT FENCE PROVIDEde ' GLEA OUT FOR 1 5ANITAR LINE IN +'eo B 5EMENT --) 4z i o SINGLEROP05ED 60 .x 8 m 1 1 FAMILY I Q: E.D. LEAGHING OL /� ?° /a?!, '_ PROPO ED / RE5IDENGE m FOR ROOF RAINA / APROPOS / o /o , (PUBLIC w 2 STORY BLUES NE '7 7+ 1 WATER) SINGLE /h WALK T 0 o I 244 FAMILY % / } + �l DWELLING , ' a I z�, j z°.e+ (4 BEDROOM) • Q' $ GF =211'x/ jV .01 I L ' 0 ) 2 SO ^ 3 21.E IDE SETBAC (u V PROP ED 8 DIAx 8 uTvE'.. — _ •.. t o E.D. EAGHING POOL + /•� FOR R OF DRAINAGE . - PROPOSED..• / ASPHALT. . ..:•.. . , 7 / -/ DRIVEWAY. 21. N' 84'111420.1 w SINGLE FAMILY _- -' ..... NO SURFAGE WATER5/WETLAND5 RESIDENCE PROPOSED WITHIN 300' OF PROPERTY (PUBLIC, WATER) STABILIZED 218.84, / o GONSTRUGTI ON Q U SITE PLANENTRANGE +6`^qt +., 30 15 O 30 60 qo I20 150 NO WELLS WITHIN 150' + ORAPHIG SGALE I" = 30'-0" OF PROPERTY PROPOSED SITE PLAN FOR: L� I AC-7E: 7600 NEW SUFFOLK AVENUE MATTITUGK, NY > `� JEFFREY T. BUTLER P.E. P.C. S.G.T.M. No.: 1000-IIS-17-17.27 � , , 1 P.O. BOX 634 GOUNTY OF SUFFOLK TOWN OF 50UTHOL 2 SHOREHAM, NEW YORK 11786 O r I JOB No.: 190046 DRAWN BY: Dc SOA 0 493 ��� TEL.: 631.208.8850 FAX: 631.727.8033 DATE: 5/19/20 APPROVED BY: JTB R �' 83-11'3?a E ®C NV� 1o 180.00. NOTES: N �\ 1. THIS SURVEY WAS PREPARED FOR THE SPECIFIC % PURPOSE OF SHOWING THE EXISTING FOUNDATION IN �rj I N O RELATION TO THE PROPERTY LINES. ALL OTHER 00 IMPROVEMENTS, POSSESSION AND/OR STRUCTURES, IF ANY, ARE NOT SHOWN. 2. THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. MONUMENT 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE FOUND NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. 6.9, ro 7.o c N 29'9• 5. THE OFFSETS -OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A pI SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, N ADDITIONS TO BUILDINGS OR ANY OTHER 5.5• CONSTRUCTION. 6. THE PROPERTY APPEARS AS LOT 33 ON THE MAP OF N CO 3,8. / HARBORILE NoVIEW 77 MATTITUCK, FILED AUGUST 21, 1987 F NCRE o W I a s F a21 7 N 3 8 M / � L��V�I V L� UARE FEET. N Q [� v LS a � N >n . SEP 1 3 2021 0 5., /^ o Z IAi BUTT IMMG,DEPT. 75. z v TJ`V,%OF SOUTTIOLn N N 0 6,r• N 11,6• 30.q• ' hC Date By Revision Surveyed by: S.K. I Drafted lay: J.F. checked lay: C.W. Qr G Barrett 'a Bonacci & ui ' n Van Weele, PC Engineers Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 T631.435.1111 F 631.435.1022 www.66vpc.com N 84'13'40" W 218.84' Tax Map:DISTRICT 1000 SECTION 115 BLOCK 17 LOT 17.27 ' Cedificolions indicated hereon signify that this ' plat of the property depicted hereon was made PROPERTY LOT 34 in accordance with the existing Code of Practice for land Surveyors adopted by the New York Stole Association of Professional tend Surveyors. SITUATE This o and n is onf i for n o lands depicted MATTITU C K hereon and is not certification of file,zoning or �,�.��//11 freedom of encumbrances. Said certifications shag run only to the persons and/or entities listed hereon and are not transferable to adds= TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. tional persons,entdies or subsequent owners. Unauthorized alteration or addition to this Sar FOUNDATION■ r� veySlate is a platoon of Section 7209 of New York LOCATION ON Slate Eduucation taw `/ Copies of this survey map not bearing the land surveyor's embossed seal and signature shall not be considered to be a true and val d copy © 2021 BBV PC LM: FOUNDATION Date Scale Project No. Sheet No. VIEW: FOUNDATION 17SEPTEMBER 8,2021 111= 20' A190120 of P M K:\Da19\A190120\DWG\A190120RD.dwg,FOUNDATION,9/10/2021 11:44:51 AM,Barrett,Bonacci&Van Weele,P.C.,JF s Suf' ULA CCJ,' T Y i:ai ;TAA- '�rT OF:HEN-TH tn-,R 5 APPROVAL OF C.O!4 7'"UCTEDriMKS FOR AA-011 !.1~N 23.03 �}�1 p Fy 2+7 2+96 ,� Qc. +2 IK-LL 2 I'�• '. f'l�t. 1'aa. 2►C�. .1.3.�..,..C?.f.,d,,,{.w.G,. 2 The Vi c1u��zRI,lax*,r surly f �cvs c21.F�n than wive 23.60 22.21 1r1,";r ^1 arx?f-I a�ki tit or or&�ff�mmm�9 f d 1ID 24.20 , r E+ be -FOR A IIA! XXT J� f; .tea 2+3 11 30 23.3 + 20.16 ' 22.5 U N 83' 21.9 20.5% 6636,10 '+9 \ F y 23.0 / + �\+20.4 23.2 +.5� \ �2' 7490 0c, \ \ASeM 'REE ROw - \NT s WN o ec'3S2 SANITARY LOCATION TIES N ' 2+g21.3 2 1 \ F� 4.1rc F^ SANITARY + + eO 7 4o STRUCTURE BUILDING CORNER \ sp A B \ 1 S.T. 31' is' \ \ mp Ic % 0 2 L.P. 33' 26' \ / d 00 3 L.P. 30' 30' N \L\ V3 O I 19.5 \ �(�Or � O tV 2 LEACHING,, ^� \ °� NOTES: t POOLS � 23.0 21,3 IST 2 s-� 3 / N 1. THIS ,SURVEY WAS PREPARED FOR A SPECIFIC + Wppos -�� \ �z PURPOSE, AND IS NOT INTENDED TO BE USED FOR A GE pF RIM y s +o TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. EO 20.451 I ro 21.2 SEPTICN 2. THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, ' + TANK I � � .- EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. � +o N 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED 2+7 W/ynply 20.8 AS PART OF THIS SURVEY. 20.8 wELC 20.6 20.6 DRYWELLI i 1''9' + / 1,^ 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE p ��_�i 13.g• E " NOT EXAMINED OR CONSIDERED AS PART OF THIS Q 21.8 cd / / m SURVEY. J i 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE --a 23.3 2-°}-9 1•p .mo I� i / a STRUCTURES TO THE PROPERTY LINES ARE FOR A + 67 Q �// SPECIFIC PURPOSE AND USE AND THEREFORE ARE • ',? W� CR''WELL 4/ NOT INTENDED TO GUIDE W THE ERECTION OF FENCES, o / p � siGN RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, 2.0• �, ADDITIONS TO BUILDINGS OR ANY OTHER Qo, .. o ��� W^ / o m CONSTRUCTION. W p 20'9 oa N �'�\ w I'N - 6. THE PROPERTY APPEARS AS LOT 33 ON THE MAP OF w > W nQ h 2.0• Via° _ . z° HARBOR VIEW AT MATTITUCK, FILED AUGUST 21, 1987 O 4r C 21.01 N N Q Z / - FILE No . 8377. ^ U � 2 p Q N +� 7. LOT AREA = 46,797 SQUARE FEET. tt' / ^ JU 0 Q m S. ELEVATIONS REFER TO N.A.V.D. 1988. 5j O I l 1 1.4• z�¢ I !V � o ZQ -� �_ ze ! � P,) 9. LOCATION OF WATER LINE & SANITARY SYSTEMS 227 23.2+ 20.8.+ 33 j 75,2. I oQ t0 N P PROVIDED BY OTHERS. [� # v A/p N O w_ UNITS w/Nn pw .'.'•• G v/] WELL `R/O a p F AGE N w O . . ro 21.SOL 1 T 6' ' I 25 21 23`1 TC ro 21 1 T _ m 10/11/22 A.V.R. WATER LINE do SANITARY SYSTEM + ' 22'4 BC 27.'9 BC 2j•64 ' Date By Revision FpG 9 G 27 08 Bc 27 3e�<\° I Surveyed by: M,B, Drafted by: J,F, Checked by: C.W. F k'ppOs --- W AF'PROXIMAio WO11 OF' WATER LINO �c 2`` ' p Barrett 23.6 _ �- &C 21.28 TC 27.32 Of W w 0 W w U +^ + OC 27:77 a RT DRIVEI,yAY eC 16'>5 m b! '�".'': Bonacci & _ Van Weele, PC T 16-401 ' 22.6 BC 27;30 M BC 20.10 .• O 19.>O ' BLOGK °URg6 2p.>5 TC 1?00 SC 7=0 L (fir l� II tU� �5 Engineers . Surveyors . Planners A18175A Commerce Drive Hauppauge,NY 11788 ss .16 17.3 F FEB 0 6 2023 1 7631.435.1111 F 631.435.1022 +23. 22.6 9 22.2 19.2 o +� www.bbvpc.com + TREE ROW STONE ^ T�3U�t ®�SDU- egg O Tax Map:DISTRICT 1000 SECTION 115 BLOCK 17 LOT 17.27 N 84'13'40" W 218.84' WALL m O�pT TW 18.81 T Cerlilicahons indicated hereon signify final this eW 17.41 T plat of the properly depicted hereon was mode PROPERTY LOT 34 ? 5 N n accordance with the existing Code of Piachce TW 18.7 3 +� for Land Surveyors adopted by the New York BW 17.73 ^ SITUATE ro ro Stc!e Associali Surveyors. he�scer roily d led MATTITUCK U U �( I-m he y e n , j it z n t 's W e persons a r t + ° Ils(z�h --and a1�6 f75terab��p OWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. tional A& ggah�es his nlo�ne nlll]V It 9022 FINAL '05 I�au iz ored er ��`SMe. i s - vial --1, vewY r S!�St SURVEY cation a not 11 5a , SUfVe C`SE���flr al�,SflOr*O/ LM: FINAL not b 1„,d to o r © 2022 BBV PC Scale Project No. Sheet No. O� VIEW: FINAL SEPTEMBER 22,2022 1"= 20' A190120 <:\Dal9\A190120\DWG\A190120RD.dwg,FINAL,10/20/2022 9:06:16 AM,Barrett,Bonacci&Van Weele J CW - - NORTISL-01 TZU BIZARRETA ACORO� CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 8//14/214/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The B&G Group Inc. PHONE FAX 55 West Ames Court,Suite 400 A/C,No,Ext):(516)576-0400 {A1C,No):(516)576-1177 Plainview,NY 11803 ADDAIL RESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine&General Insurance Company 12294 INSURED INSURER B., North Island Contracting Inc INSURER C: 11 East End Road INSURER D: Rocky Point,NY 11778 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LT INSD WVD M DD Y Y MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR GL2019RLH00596 11/11/2019 11/11/2020 DAMAGE TO RENTED 100,000 PREMISES_(Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY I X jECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea ac_c_id_ent) $ ANY AUTO BODILY INJURY Per person $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident)_ $ AUTOS ONLY AUUTOS ONLY PROPERTY accidentDAMAGE $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE_ ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate is evidence of insurance for the named insured.Subject to policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Townof Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ce,-rffiw of Attestatk)n of Exemption tm W-,V YOI-k SMW.Vkrkers7 Conven-sawn ancVor -n -;�eB --ftalf*ufar,4t Coverage T"he. �y use tNs Cenifi,'Mr of Arlomvxzx) E"� rocts �5 a jxYivqMX-a M, ty J=JN'tw Y06 SWIC 7r;wNi wwor lzvnc LNim:a-*X-r rFqdi red, TitsW. it itoy NOT me this fum IL, ha rams'-v 1=42--ax,carna dr-a SIXII Enmr—unce is.wit required. Pkaw prvvide thb,fwm to the irm wr r#qws:*;a PeraWl.racen-4c*rcaafnKL 'rh6ccTqrlc&4cAf1j For, tl,rpi F'fility Nsmt-and,A-dldetr,).- Frow TVWI 41546" tkay rctsL N-V I In's-tw 14L'11-� cic*cw LrL ul Uii Lhk:�=U--- -, Tke iN,w mrnv4 i--. Qw it 6 INOTREQ4-TREVTO OSTktN'NEVV YORK STATE SF.ECIFIC WORKE16-CO-INIPENSAMON, DC-UXANCE C-13MLIW-E fi-T Lbc in%n�-wvoa 'Tam i0r.1 b.affing is a;,,cncral -ith IlibwC'--Km dn-14tvscm Wa cir,i-*u�-%i twr:m z ldvvplqNl� tvm•k;w- #'j*;j a ol utrtrsyTa. s1 I rd dA cl it,&.-NIrl"A Vt-,tk(.'.litt4rwiik.5i bx1asio, Fklt fla).Act 861 C4 th'tNe-o' Y,::vk-SLat-Labcolwo. nt,kwjlrh-am PAId FAMN�'L'u-&-c p4arnm -15fa � The abaCe M.M.-A li tr--Ietipj-th-v t;i XIM REQUMED IX) IMAJULM t%ND'PA-IP YMMLY Ulffi-F,RIENITMN M-r-L-It"Cr COVMUGE fl--C tk-folla-WARL,r--UAI--Cx N!titer; I? fxm, QR 'L ip 11C,11 RKIP,WIP.-zv[-Fj s'oz wO AJ: rd to 'S ifi um OR 4 1 i X it",o'� calm Ne-ArYfA iul:r- Omi L4t t"I* r' tmf ftaj Fzriily L'Cai a lk-ncfiwI AiA.) ---r tb; kIn,4'%. n C�tv' -rk _:t:jr,!j 's_ _ _�f or - rul - -.,Am 4.%k dluj I L ?Cwtolx lu&kIn' falls su;c�- Cn7ilml 17--:kc C.'i*Ct-':2A2%V?f A7mimkw cf, the Pvt-lal" fbin vrWV, -'il tec��.-crmm,4 driAll 6yll I*m V L:k;mTzi srx�.I'4X%44� -ic I ZQ hrrr i��if M' r atd�'or I.%--ZFIU ci:ittrjjv il I I Y-'Tl sw ;LIA fs,�'tu�I.C,iUKV=&%, 4M N.' fti J f.3.' aw L,-. ew A. aa;"A'pxf CA Lila zt-o-eiv ev f Ivl r"if clk':l t'.---'%fxtm- p6�-enner,�'l)-;x,,l 44b ExmP410M,ciffifilcule Nmber UqUist-141, -020 2016-6 W. , 10 4m6*fl*n, floard 0 4 M n 14 0 115 TABLE R301.6 6"DIA. DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE TYPE V WOOD FRAME WIND SUBJECT TO DAMAGE FROM PER SQUARE FOOT OF HORIZONTAL PROJECTION CONSTRUCTION BASED WINTER AIR ANNUAL ICE BARRIER USE/ TRIBUTARY LOADED ON SECTION 602 GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT OF THE BCNYS SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE TEMP. INDEX TEMP REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA TYPE OF AREA IN SQUARE FEET LOAD (MPH) CATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION FOR ANY STRUCTURAL REGION CATAGORY WEATHERING DEPTH TERMITE DECAY MEMBER REFLECTIVE RED PA1,TONE MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR= 1,002 SQ.FT. - OTO 201 TO OVER PMS# 187) i 1 z 20 psf 130 B NO NO YES/NO C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 28'-3" 23%11" 1:3 SECOND FLOOR,1,247.FT. TYPE V ROOF SLOPE 200 600 600 REFLECTIVE WHITE 1/2" 1L 2020 NYS UNIFORM CODE: ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 STROKE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE (1:3) WITH 2020 RESIDENTIAL BUILDING CODE TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, RISE 4 INCHES PER FOOT(1:3)TO LESS THAN PUBLISHED BY NEW YORK STATE. THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 12 INCHES PER FOOT(1:1) 16 14 12 SIGN FOR WOOD FLOOR AND ENERGY CONSERVATION CONSTRUCTION CODE CONT, RIDGE VENT WOOD ROOFING FRAMING TO THE BEST OF OUR KNOWLEDGE,THESE PLANS RISE 12 INCHES PER FOOT(1:1) 12 12 12 COMPLY WITH THE TOWN OF RIVERHEAD ZONING AND SEE DETAIL SHEET FORAND GREATER CONSTRUCTION CODES. ACTUAL FINISHED GRADE _- - TRUSS IDENTIFICATION SIGN: MAY VARY DEPENDING ON HIGH WIND CONNECTION - EXISTING GRADE CONDITIONS REQUIREMENTS - TABLE 8301.7 IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, -- -- - _- _- ALLOWABLE DEFLECTION SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED PERFORATED SHEAR WALL DESIGN METHOD-]30 MPH, 12 -OF STRUCTUAL MEMBERS(b,c) TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN EXPOSURE B 3 SECOND GUST PER R 602.]0 AND WFCM COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES 2015 130 MPH,TABLE 12 AND 13. - -- -12 STRUCTUAL MEMBER ALLOWABLE WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD - - _ AZEK TRIM - DEFLECTION - - -RAFTERS HAVING SLOPES GREATER THAN 3:12 CONSTRUCTION AND/OR TIMBER CONSTRUCTION. SHINGLE ROOF- - j - - WITH NO FINISHED CEILING ATTACHED TO RAFTERS LA 80 SHINGLES, EYP. - INTERIOR WALLS AND PARTICIANS Hi180 SOIL BEARING CAPACITY FOR THIS SITE -- - - IS BASED ON TEST HOLES BY OTHERS FLOORS U360 AND HAS BEEN DETERMINED TO BE :__-- CEILINGS WITH BRITTLE FINTSHES 2,000 PSI(SW,SP)PER TABLE R401.4.1 - 1NCLUDINGPLASTER.AND sTucco) Ui60 OF THE 2020 RESIDENTIAL BUILDING CODE CONT. RIDGE VENT - CEILINGS WITH FLEXIBLE FINISHES PUBLISHED BY NEW YORK STATE. INCLUDING GYPSUM BOARD) L/240 - -- -- - --_ _ ALL OTHER STRUCTURAL MEMBERS U240 OPENING PROTECTION BY - - - - - - - - _ - - -' _ - N _ _ - _ - -__i ----- --- _ -_ - Z E.KfEk10R WALLS-\1'lND LOADS (a)WITH WOOD STRUCTURAL PANELS - -- - - - - - -- _ - _ 0 PLASTER OR STUCCO FINISHES U360 PERSUANT TO R301.2.1.2,SEE > E�rERtox WALLS-WIND LOADS(a)wlTx orxEx FASTENING SCHEDULE ON - - - -- - - - - ' -_- --- --- I -_- w APRON FLASHING, EYP_. BRITTLE FINISHES U'`40 DETAIL SHEET IN THIS SET EXTERIOR WALLS-WIND LOADS(a)WITH vI.,0(d) TOP OF CEILING- - - - _ _ - - - _ - FLEXIBLE FINISHES 12 - -` LINTELS SUPPORTING MASONRY U600 VENEER WALLS(e) - 12 NOTE:L=SPAN LENGTH,H=SPAN HEIGHT a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE - - - - - - - -_ COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R3012(2). _- _- - ---- Z b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH ---- OF THE CANTILEVER. °O U) c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED - - - - - _ a m TABLE R301.5 - - - - - - Uj MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) -- - x USE LIVE LOAD TOP OF SUBFLOOR- - - - - - - - - 12 ---------- - - w UNINHABITABLE ATTICS WITHOUT STORAGE 10 TOP OF CEILING- - - - - _ M UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES(EXTERIOR)AND DECKS 40 FIRE ESCAPES 40 �� - GUARDS AND HANDRAILS 200 -� GUARD IN-FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES 50 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 - STAIRS 40 CEDAR SHINGLES TTP. - _C AZEK OL x= GGSING, TYP LJ H - =- ---- TOP OF SUBFLOOR- - - - - _ ---- --- --- - !1L - - - 1.1.1 c/l TOP OF FOUNDATION- - - GRADE O WOOD STEPS PER CODE ; ' ' �/ c!7 f CONTRACTOR TO PROVIDE RAIL i 1 t' 1 1 r PER CODE WHERE ELEVATION CHANGE ' ' ' J t L m I 1 ' IS GREATER THAN 30"OR THERE ARE , � � 4 OR MORE RISERS PER 2020 'n A CONT, RIDGE VENT ' ' ' ' RESIDENTIAL CODE OF NEW YORK STATE ' ' G''I-�`J :3 , ,Frye'-\IF --------------------'------------------------------------------------------------ - 1 1-11 I I �� , ('n I IIkez .. -•.«.... 10 12- FRONT FRONT ELEVATION a-.-- �------------------------------------�' --------------------------------------' .------------------------------------- -- -4- r.�2rTo I 1 1 I I � � �� -- - -- --------------------------- ---------------------------------------- --------------------------------- ------ --------FIE=F�'-r:�cl�; AT 765-1302 L/'M TO 4 P';,A ForR TIE !L -- - FOLLO'NING R30L2.2.2WEIGHTS OF MATERIALS. 1. FOUNDA T IO'N - TVV1_) FOR POURED 1_, JCS TE AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A 2. ROUGH - F�; ,'u?i''JG El PLUMISING -- CONT. RIDGE VENT HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE F06T(480 PA)FOR 3. INSULATION ENGINEER: FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. 4. FINAL - COi)STP UCI CON MUST DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: �o F f r. - _ - BE COMPLETE FOR (C.O. - 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME ALL CONSTRUCTION SCALL MEET TH'. � "Y T Q� Q WOOD WALLS. IF, J REQUIREMENTS OF THE:CODES OF NP:� 2.FOURTEEN POUNDS PER SQUARE-FOOT(670PA)FOR rYTERIORLIGHT- YORK STATE. NOT RESPONSIBLE FO, 1 ?J GOVT, RIDGE VENT - - a _ , •., ,� - - FRAME COLD-FORMED STEEL WALLS. ^ r n = { � - - - DC�lG,1 OR CONSTRUCTION ERROR,.' ',.( _ - APRON FLASHING,-TYP. - - - -- - - - Z ait W -- -- _---- -------'- -------------------- ""--"--------- - - PER SQUARE FOO ( OP ) OR INTERIORT_,IGIIT-FRAME COMPLY WITH ALL CODES 01 -CONT. RIDGE VENT 3 TEN S U T 48 A F (11 _ _ - - -- _ _ _ _ _ - _ _ - -TOP OF CEILING WOOD WALLS. PJEW YORK STATE & TOWN CO E �p � c• 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR 11GHT-FRAME AS R EOU(RED I 0 A -- - - - - - COLD-FORMED STEEL WALLS. �0 SSION�'� - - - - - - - - - - - SOUTHOLD�TOWN ZBA -- 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR E-INCH-THICK(203 MM) JEFFREY T. BUTLER, P.E. CONT. RIDGE VENT MASONRY WALLS. SOUTHOLD TOtiV NING E AR -- - - - - 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK m -- -- - o (152 MM)CONCRETE WALLS. SOUTH - OWN TRUSTEES 1- _ W Q -- - - -- - _- - 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALT_S. 1.I.3.DEC U =O CONT, RIDGE VENT- - ' - Z _ EXCEPTIONS: � 8 TRUSS PLA,,ARDINa REQUIRED W o _ 12 ;, - ; - "-- _- 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER Q LL 4 I I ----------------------- --- _- - SQUARE FOOT(1190PA)SHALL BEPERMITTED PROVIDED I'HATTHT_WALL 9 '�("�d���iner ��A TION R602 10 ARE INCREASED IN ACCORDANCE a >:..I/• !` t i o i`,.l d� .2 BRACING AMOUNTS IN SEC .3 I k lI-1 � r z -TOP OF SUBFLOOR WITH TABLE 8602.10.3(4). I P f q�� W V t -TOP OF CEILING 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENTER SHALL BE 1 PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 F,.r;T :6 4 11-"' F,""'7f 7lI ( O Q 1^ 1 AND R703. l 1'✓a 1 1...11 € k i h I 4 I z 111 3 °z r kP:, c.RrtQ L 1J1 m 3.FIREPLACES AND CHIMNEYS SHALL RE PERMITTED IN ACCORDANCE WITH E1 q 1t e O W Z o CHAPTER 10. ust provide Manuals DO NOT PROCEED WITH Q U u MECHANICAL SYSTEM FEATURES: FRAMING UNTIL SURVEY HEATING:NATURAL GAS HYDRONIC DISTRIBUTION.95%n EFF D, J and S as per OF FOUNDATION LOCATION � WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,0 GAL J - COOLING:AIR CONDITIONER,ELECTRIC,14.5 SEER NYS Energy Code HAS BEEN APPROVED. DUCT LEAKAGE TO OUTSIDE 50.00CFM25 PiETAIN STORM ti"il RU�'�0 F Q d U V ENERGY RECOVERY VENTALATOR: IOOCFM,23 WATTS PURSUANT TO CHAPTER 236 W "o PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING Lco ENERGY COMPLIANCE: tL H ext OF OF THE TOWN CODE. O Z REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCEMETHOD Installed,replaced or � p a - -TOP OF SUBFLOOR AND PATH TO COMPLIANCE. THE ENERGY COMPLIANCE WAS NOT DONE BY THIS OFFICE, repaired shall conform O rn THEREFORE BY NY STATE EDUCATION LAW IT CAN NOT BE PART OF THIS PROFESSIONAL P } d A ---- ---_ -- - CERTIFICATION. to Chapter 172 ��� EflVr%: i_ ,,� ;ll''l �/ a. Z C>_ _ -TOP OF FOUNDATION AIR SEALING NOTES: of the Town Code !�A /- a ' THE CONTRACTOR IS RESPONSIBLE,FOR AIR SEALING; ��AD COtvlTENT BEFD �E N o THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE - !;PICA TE OF OCCUPA I C I I I I I I I 1 1 I I 1 WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS ^ I 1 1 I I I I 1 1 I I 1 -3 /I (CHECKLIST)OF THE 2015IECC. �• �.1_DER USED IN WATE ' Blower door ,� r =w•- L.) SYSTEM T N 1 101.14(8401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL }- VANS 1,G' ^, BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE and ductwork ":ACE �V��D��f p pF '� L�.A THE FU ES OF IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT • • , R VALUES OF THE INSULATION INSTALLED ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION testing required. I 1 1 I 1 1 1 1 1 I I 1 ( - ) � • ---------------------------- , , , , , I I I , , AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC • ____________________________ AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR I.EAKAGE TESTING PLUMBING 1 I I I 1 1 1 1 I 1 I I DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, ALL PLUMBING WASTE THE CERTIFICATE SHALL LIST THE' SERVICE WATER HEATING EQUIPMENT. ES AND EFFICIENCIES OF HEATING.COOLING AND TESTING VLATER LINES 1 I 1 , I 1 1 I I I 1 A RIGHT S 1DE ELEVATION 1 I I I I I I I I I I , S r�EER T+_ I 1 1 I I 1 1 1 1 I I 4 JTING EcFO;;�co�r�r;I� 1 , 1 I I I 1 1 I , , � THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY 1 1 1 1 1 1 j -TOP OF FOOTING THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION • ----��-- ------------------- --•--------------------------------------------- --------------------------------------- ----------------- --------------------------- , OF ANY COMPONENTS OR FINISHES. ----- -- - -------------------- -------------------------- -------------- --------------------------------------- ------------------------------------------ -------------- _ CONT. RIDGE VENT R-31 1.7 STAIRWAYS. - - - - R311.7.1 WIDTH. - STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTHAT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW -THE REQUIRED HEADROOM HEIGI IT.'THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND - - - - - - - LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A - - - - - HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE - HANDRAILS ARE INSTALLED ON BOTH SIDES. - - - - - - - - EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE _ -WITH SECTION 8311.7.10.1. - R311.7.2 HEADROOM. - - - - - THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES -=ASPHALT ROOF THE MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE _ _ SHINCSLES, TYP. TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING ORCO RIDGE VENT - - - - Q - PLATFORM ON THAT PORTION OF THE STAIRWAY. — EXCEPTIONS: - LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER CONT, RIDGE VENT - - - -THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE __ -- - - --- - — FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED - _ - HEADROOM MORE THAN 4-3/4 INCHES(121 MM). 12 - 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH - 11 SECTION R311.7.10.1. R311.7.3 VERTICAL RISE. - - - - -- - — A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 _ - INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. - TOP OF GEILINCx- R311.7.4 WALKLINE. THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) 12 DIMENSION SHALL BE MEASURED FR OM THE WIDEST POINT OF THE CLEAR --- STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT WITHIN A FLIGHT,THE POINT OF THE,WIDEST CLEAR STAIR WIDTH OF THE - - ' ADJACENT WINDERS SHALL BE USED. °O _ - - - STEP ui FLASHING,� _ TYP.—-• 9 R111.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND - - Lijw DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. , TOP OFSUBFLOOR - - - - ---------------------------------------- - — [NYIR311.7.5.1 RISERS.THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE TOP OF CEILINGS- _ - RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF REF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE,SMALLEST BY MORE THAN 3/8 INCH t fiftij A (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF IE=l lE=lF7_7__l THE NOSING OF TIIE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES MO RAD)FROM THE VERTICAL.AT OPEN RISERS. LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY, LY,TOEIHF -_ THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- z c� DIAMETER(102 MM)SPHERE. EXCEPTIONS: I.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL m STAIRWAYS. - 1x4 AZEK - _ w 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE CASINGS, TYP _ WITH SECTION R31 1.7.10.1. - [NY1R3]1.7.5.2 TREADS. ujtt THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCIIES(229 MM).THE TREAD CEDAR SHINGzLES TYP. DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A TOP OF SUBFLOORESE _ - -IREE - - - - RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH - WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(9.5 MM). TOP OF FOUNDATION- - 77 - - R311.7.5.2.1 WINDER TREADS. GRADEWINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCITES (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY o MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE 50 WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS ' 1 RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN 3/8 INCH(9.5 MM)OF TI IE RECTANGULAR TREAD DEPTH. i i i ' EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R31 1.7.10.1. ; ; % L , lu R311.7.5.3 NOSINGS. NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE TOP OF FOOTINGS- - ------------ -------- --------'------'--------------------'--------- WARADIUSOFCURVATUREATTHENOSINGNOTGREATERTITAN9/16INCH `-------------------- -----------------------------"'-------------- -----------""'-""' (14MD1)ORABEVEL NOT GREATER THAN I/2INCH(12.7MM).ANOSING --------------------------'- ' PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4O O INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST ���� ���� /��r O�I Q�` � NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING ELEVATION I� ;; u r CV PROJECTION BY MORE TITAN J-{-`AN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. lr EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD CONT. RIDGE VENT -1 cYl O m DEPTH IS NOT LESS THAN I I INCHES(279 MM). R311,7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. _ - - _ n O PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE _ ('n O PROVISIONS OF THIS SECTION AND SECTION R507.2.2. sa i ED z l(l R311.7.6 LANDINGS FOR STAIRWAYS. 12 - THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH O STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL 10 SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGIIT SERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR.THE DEPTH I' I AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING _ 831 1.7.8 HANDRAILS. WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE HANDRAILS SHALL B1-;PROVIDED ON NOT LESS THAN ONE SIDE OF EACH DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES (914 MM). - - EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE,TOP OF AN FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. IL INTERIOR FLIGIIT OF STAIRS.INCLUDING STAIRS IN AN ENCLOSED tu GARAGE.PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. R311.7.9.1 HEIGHT. HANDRAIL HEIGHT,NIEASURED VERTICALLY FROM THE SLOPED PLANE R-311.7.7 STAIRWAY WALKING SURFACE. ADJOINING THE TREAT)NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL - - - CONT. RIDGE VENT BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES ENGINEER: BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES --- - -- - - - _ - - - - - - - 65 M). HORIZONTAL(2-PERCENT SLOPE). - - - - - - - - - - -- - - - - - - -- - - EXCEPTIONS: 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED OF OVER THE LOWEST TR EAD. 2.WHERE HANDRAIL FI'T'TINGS OR BENDINGS ARE USED TO PROVIDE co -� ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER , READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE _ - 12 — - - START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS (C7 _ 10- _ _ ___ _ - - ' - -TOP OF CEILING= SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). W R311.7.8.2 HANDRAIL PROJECTION. HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(1 14 MM)ON EITHER CONT. RIDGE ' - - - -- - - - - -- ; - - -- - - - SIDE OF THE STAIRWAY. R ESS'.nn _ EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS JET=FRT=Y�7`BUTLER, P.E. PROJECT INTO THE S'T'AIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCIIES (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND m HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. W I L .8.3 HANDRAIL CLEARANCE. p } ' - m 83 V +- 8 - - i - HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN - -------- APRON FLASHINGS_ TYF__-_- - 1/21NCHE ( 8 MM)B1.I WEEN THE WALL AND THE HANDRAILS. ---------------------- --------------------------- 12 I '' S 3 � LU � � _ _ _ _ _ _ _ - - - -TOP OF SUBFLOOR - - 8311.7.8.4 CONTINUITY. O O -TOP OF CEILINGS HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, Cn Lu � r- � 52 FROM A POINT DIREC'T'LY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT W } / C O A DIRECTLY ABOVE THELOWEST RISER OF THE FLIGIIT.HANDRAIL ENDS SHALL Q BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 1r EXCEPTIONS: Q m 3 z 1.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A Z V® uj _� o NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR 0 Z OVER THE LOWEST TREAD. U Lu 0 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO Q TERMINATE OVER TI IE LOWEST TREAD. Q U U Q 9'01.x OO.H.D, g'O"xS9'O" "x8 O,H,D, R311.7.8.5 GRIP SIZE. O Imo- # REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT'GRASPABILITY. 0 Q d U -1 1.TYPE 1. Li„J O N HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE (n u DIAMETER OF NOT LESS THAN I I/41NCHES(32 MM)AND NOT GREATER THAN 0 � �' -- - -TOP OF SUBFLOOR 21NCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A m PERIMETER OF NOT LESS THAN 4INCHES(102 MM)AND NOT GREATER THAN -TOP OF FOUNDATION 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES I^ v 4 C:RADE (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). Z \ , 2.TYPE II. Q- a HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALLo HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. 10 THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW i _________________________________________________________________ ______________-______________�, TIIEWIDEST PORTION OFTHE PROFILE.THIS REQUIRED DEPTH SHALL _---'--------'----------' CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT ----------------------------------------- ------------------------'--------- LESS THAN 1-3/4 INCL IES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE.THE WIDTI I OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT IV FAGE0 LESS THAN 1-1 A INC]IES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). ►_--+ EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). ri---------_-_-_-_-_-_-_-_-_--_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- _--_- -TOP OF FOOTINGR311.7.8.6EXTERIOR PLASTICCOMPOSITE HANDRAILS. ^ LEFT SIDE ELEVATION O ' PLASTIC COMPOSITE 1:XTERIOR HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R507.2.2. 78'2" SECTION 1,406 FOUNDATION WATERPROOFING AND DAMPPROOFING EXCEPT406.1C vN CRETE AND MASONRY FOUNDATION DAMPPROOFING. 7 p NOTE FOUNDATION HERE REQUIRED BY SECTION 8406.2 TO BE WATERPROOFED, 15'4" 20' 10" 162" ALL LUMBER THAT COMES IN CONTACT WITH WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES } p }'2° I 0 8" CONCRETE WILL BE ACQ LUMBER. AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF ALL FASTENERS FASTENERS FOR PRESSURE (A)THE TOP OF THE FOOTING OR(B)6 INCHES 052 MM)BELOW THE TOP OF TREATED WOOD ARE TO BE HOT DIPPED THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL GALVANIZ_.ED OR STAINLESS STEEL PER R317.3 HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED 18" DIA x MIN 48" DEEP I TO THE EXTERIOR OF THE WALL.THE PARGNG SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: OR TO UNDISTURBED SOIL 1.BITUMINOUS COATING. - --- -----------------------, LINE OF STOOP ABOVE '� _` -------___-�� P,C, PIER WITH 6x6 ACQ __________ BACKFILL SHALL NOT BE PLACED AGAINST THE D , ------------------ - _ _ - -�- 1 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED • -*-D POST TO DECK GIRDER. WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH CEMENT. ' ° D 2-2X10 ACQ GIRDER + 2-2X10 ACQ GIRDER , + I , - ° .-_. , ANCHOR PER DETAIL SHEET, TVP, AND HA5 BEEN ANCHORED TO THE FLOOR ABOVE, 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT I .----------------- 7`61/2" 7 6 OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE COMPLYING WITH ASTM C887, PROVIDE ANCHOR BOLTS AT EACH CORNER BY THE BACKFILL(SECTION R404.1.7) 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. BEAM POCKET o ; SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS 1 5.OTTIER OR MATERIALS. EXCEPTION:PRC NG OF UNVED IT MASONRY WALLS IS NOT REQUIRED WHERE A v ' GROUT SOLID U ' PROVIDE F E ANCHOR BOLTS 36 O,C, MAX, CONCRETE WALLS SHALL BE IRECT APPLICATION TI APPLYING ANY ONE . THE MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. WITHIN 1' OF EACH SPLICE IN SILL PLATE PROVIDE 5/8"ANCHOR BOLTS, CONE TEWARLS SHA MATERIALS DAMPPROOFED ANY ONE OF THE WATERPROOFING p ° , 36"O.C., 12"FROM EACH CORNER LISTED 2X8 ACQ LEDGER,LAG To Box � SEE DETAIL SHEET FOR INSTALLATION OR WALL BREAK,AND l MAX MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. I I , ---------P,E2L2PER16_O.L-w/u2_25312"�ZAL.J-2Cs�-------- *, FROM EACH SPLICE IN SILL PLATE ° FROM WFCM TABLE 3 2A)INSTALL SEE DETAIL SHEET FOR , ° ( R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. ' - __ a ; IS" DIA x MIN 48" DEEP HIGH WIND CONNECTION P___------------------------------ ° ; •- ---- 1 0 WITH 28"MIN EMBEDMENT IN 3000 IN AREAS\VI TERF A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER OR TO UNDISTURBED SOIL PSI CONCRETE. REQUIREMENTS CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT '� SEAM POCKET ' ' CENTERLINE OF P,C, PIER WITH 6x6 AGQ RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE GROUT SOLID 1 ' SHALL BE WATERPROOFED FROM THE HIGHER OF TI IE TOP OF THE FOOTING � DOOR ABOVE POST TO DECK GIRDER, ( ) ANCHOR PER DETAIL OR(B)6 INCITES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE FINISHED(;RADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH SHEET, TVP. ONE OF THE FOLLOWING: I.TWO-PLY IIOT-MOPPED FELTS. 2-F,J, � � � ;., � �� ��" `INE OF STO P ABOVE-J�-' ;o , e - _ _ _-,_ , 2.FIFTY-FIFE-POUND(25 KG)ROLL ROOFING. I (X ; ; I + 2-2X10 AGCI GIRDER j 3.SLX-MIC.(0.15 MM)POLYVINYL CHLORIDE. Q 4.SIX-MIL(1).15 MM)POLYETHYLENE. 06 1 5.FORTY-MIL(I MM)POLYMER-MODIFIED ASPHALT. R ' 1 u 1 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. Q1� 8 1 " ,1 , I , THICK X 8'O HIGH 7.ONE-HIG[ITI[-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF c i ' 9181, ' 15'0" ' i 2X8 ACQ LEDGER,LAG TO BOX P.C. WALL ON 20"x10" COATING. z ^ ,v ------ __ pF.At�2 PER 16°O.L_lWll2'.X3J/2':GAL_LAGS____________________ POURED CONCRETE, 8.SIXTY-Iii(I.5 MMI SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. O �� �� v o - _ _ ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED a tul 11 1/8 TA 230 16 O,G, = FOOTING, PROVIDE (3)-04 WITI I AN ADHCOMPATIBLE WITH THE MEMBRANE w .- ' I1 1/8" TJI 230 ID 16" O,G, co _� DOUBLE F.J. UNDER , ------------------------------------------------------ , BARS IN FOOTING, TYP. EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, w PARALLEL PARTITIONS PROVIDE (1) "4 BAR NOR ZONTAL CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED WITHIN 12" OF THE TOP AN FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF • --3'G" D ; L, 1 ; i',` ; i 1 (U "4 BAR HORIZONTAL PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, ' NEAR MID HEIGHT OF THE WALL MORTARS AND PARGINGS TO SEL ICF WALLS IS PERMITTED.COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT ASPHALT SI IALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(93°C). I D• 1 p 1 I - 1Q COMPACTED FILL , R406.3 DANIPI'ROOFING FOR WOOD FOUNDATIONS. ---; ----------------------------- -------------- WOOb FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED I 1 I 1 ; �7 , '•" 1 �� 1 `* ; D a D o' D • , BELOW GRADE SHALL BE DAMPPROOFED IN ACCOKDANCE WITH SECTIONS 2-F.J. '_ ' __' 2-F.J. ' ' a ° D ° - ' R406.3.1 TI I ROUGI I R406.3.4. O• v ' ` _ - - - _ - _ - _ - _ - _ - ' 4 ' 20'2" 4„ ___ _________________________ ________ ____ i 0 o• a - - - - - - - - - - -- 1 w ' ° 1 ' , a , R406.3.1 PANEL JOINT SEALED. °° I v^ 1 °v ' O FULL L R IRI WITH A CAULKING COMPOUND CAPABLE OF PRO o PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED o 4`2 ' ,' � 0 1_ � � , ' N 1 EDUCING A m F SEAL UNDER THE CONDITIONS ° 1 r I 1 I ' P 1 LL t\ MOISTURE CONOTENT T WHICH I WILL BE APPLIOED AND USED.MPERATURE AND w 1 1 1 ; - N ^ I V 1 O I I BEAM POCKET r BEAM POCKET ' ' _ R406.3?BI?LOW-GRADE MOISTURE BARRIER. _ ' ; GROUT SOLID GROUT SOLID °v , ANCHOR FOR COLUMN 4 ,n Q p° � A 6-MIL-TI IICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE � ABOVE, SEE DETAIL, TYP. 1 1 BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO 1 1 1 1 I 1 1 I 1 1 BACKFILLING.JOINTS IN TILE POLYETHYLENE FILM SHALL BE LAPPED 6 --------v-------c--- o I 1 1 �, ---- ------------------------------------------------------- INCHES(15'MM)ANDSEALEDWITHADHESIVE.THETOPEDGEOFTHE m D 1 3 I/2"x11 1/8 - 3 I/2 x11 l/8" 3 I/2 xll /8" ' D c' D D o D _ 3 1/2'x11 /8° - - I/2"x11 D - -1-O -� - - - v ° , o - d °p d o - d D ,v d o - d D d , o - , POLYETLIYL.ENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A - - - - - �-0-► - - - , PARALLAM GIRDER ' (PARALLAM GIRDER' 'PARALIr.4M GIRDE - - - PARALLAM GIRDER 1 1 PARALLAM GIRDER , ______1_____________;___________ ------------ I 1 1 a 1 _� SEAL.FIE\I AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM ' 1 ' MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE ______ _____________ i o i i a i 918" `--- -- 76" ---• 176" TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL I FURNACE 1 BEAM POCKET `-------• SEAM POCKET � 1 ' O ' GROUT SOLID GROUT SOLID i INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STIRIP AND THE WALL SITALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP 1 I I I ^ I O Z 1 1 TO THE WALL.WHERE APPROVED,OTIIER COVERINGS APPROPRIATE TO THE COMPACTED FILL ' °Q ' Co , , - W ' ' ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE 0 i I _ POLYETH YT_ENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL 1 ,0 1 I ' O 4 , a I * OR CRUSI TED STONE FOOTING. `-------------- IL 11" ° , I 4'x5'x5/8" F.C. GLUM, OVER _ � � ; v ; 1,406.3.3 POROUS FILL. v `------------- ---- ---- ' -- `----------- ------ n FURNACE PER CHAPTER 13 I ' �• -------------------- 1-7 ------------------- THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION(WALL SHALL ---------------------d C d . Do -•d -D = d------------------------------------ D o d D 4° • D ° D ° ° D ; I �'' OF THE 2010 RESIDENTIAL `_' ::3 i o _ , d D ,�a , D o , BE BACK TILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A � �' , D° , 4'2 (2) 3 I/2 STEEL COLUMNS CODE OF NYS r Q Q(1 ---------------------; i OR ONEGHT OF I FOOT TO L B ABOVE THE FOOTING FOR LY DRAINED X ' ' " PROVIDE SOLID ' 1 1 a , THE POROUS('ILL SHALL BE COVERED WITH STRIPS OF 30-POUND WELL-DRAINED SITES, LL OR ONE-I f ALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. ������� ------------------ (13.6KG) J-LJl � � 30 x68 x12 P URED 1 1 ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER 1 ' •------• BLOCKING TO :3I/2"x111/8" 1 CONCRETE FOOTING, TYP, , ,v , SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. n/ � I POINT LOAD , ,� I � IF-. 1 , P° L'�ALLAM GIRDE 1 T _ ABOVE °t ; 1,406.3.4 H,1CKF]LL. Q � O 8'0" 8101, 8'01, g1 p" 81 111 ' ' THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH _ �1 ' v ; THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. � d) N 1 1 1 - BEAM POCKET O i i TV 8" ' ; 1 ; �t --- ---' '--- ---' '-_- -- '--- ---' •--- ---^ GROUT SOLID"IfRt? i R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. UNEXCAVATED GARAGE 1 1 1 1 I 1 I 1 m I , , � EXCEPTWHERE RE UI1,Ell BY SECTION K406.2 TO BE WATERPROOFED,4" P,G, SLAB _ , 31/2"xlI -1/8" _ _'_3_ 12"x11_1/8" _ 1 1 _3_I/2"x11 '_VS" 1 _ _ _3 1/2"x11 -1/0' 1 1 3 Vfx_1] /8"_ 1 3 1/2x1I Z/8PARALLAM PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR 6x6 10/10 W,W,M, N 1 t ' i_ - $- ~- -�- ~ � -1-O P RA '- --& -~ 1 N USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN X p I U1 PARALLAM GIRDER 1 PARAL AM GIRDER 1 1 PARALLAM GIRDE I 1 PARALLAM GIRDER I 1 I I ON 4" POUROUS FILL 1 ° I 113 1 1 1 1 1 1 I A LLAM GIRDER 1 Qa ' ^ R O _ , , 1 1---; --_----; ;---_--- ACCORDANCE WITH SECTION 1,406.I. > 1 Ill 1 , •----- •-------- PITCH ------' 4.1 PANEL JOINTS SEALED. Z PITCH TO O.H.D. , , - I 1 ^ PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL 1 I � S I v 1 :y 1 1 n I 3 I/2° STEEL COLUMN o3 -II . D°' HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, �- Q 30"x30°x12" POURED ' ' CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN n �I P Ov DE A DR141L E, GODS ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ` OL 1 q 1 I CONCRETE FOOTING, TYP. z v 1 �'1,- �J I 1 N 1 I 1 EXCAVATED CELLAR `^ Q ° ° TABLE R402.2 (� , o , Z •__---_--- - 4 U- I I ; ° _ - " P,C, SLAB (3500 PSI) ON 4 MIL VINYL ° MINIMUM SPECIFIED COMPRESSIVE a , STRENGTH OF CONCRETE - ' ' VAPOR BARRIER ON 4" COMPACTED O ' - ---- - ' U- ------- a 1 _ POUROUS FILL - •- --- --- ------------ -- _ ------------ 1 1 1 `_ (UNFINISHED) �p I o a , D o - a a D ° , - MINIMUM SPECIFIED y� 8"/1 ' O° COMPRESIVE STRENGTH(fc)(A) F I °�' 1 �' - O^ ' O ---=------------1---------• D 1 ENGINEER: WEATHERINNG POTENTIAL v IL DROP FOUNDATION BELOW , ,°� , ,v v , I , TYPE OR LOCATIONS OF '��O -� GARAGE FLOOR ' 1 1 0 ' ' C_ CONCRETE STRUCTURES T w i;o ; ° ; ro °° '� > NEGLIGIBLE MODERATE SEVERE ^� co , , � � I D a, 1 r 1 I 1 e 1 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500(C) l' .0. R. YfJ/ k BASEMENT SLABS AND INTERIOR SLABS IJN GRADE,EXCEPT m '' - W I , GARAGE FLOOR SLABS 2.500 2,500 2,500(C) - 0 1 BASEMENT WALLS,FOUNDATION WALLS.EXTERIOR WALLS AND / / / �OA ' -------O I I , 0� -- --------------- --------- ; °o `-----------c --- ------------ -------' ----------------, --------- ° ,---' i i �I OTHERVERTICLECONCRETEWORKEXPOSEDTOWEATHER 2,500 3,000(D) 3,000(D)/ ��F 1 v 1 ^ d D d D Q V 1 vJ I Q 1• • D D O y _ ' (` _ D V ' 1 'd 1 h / Fr}C•, ` ---------------- ' O 1 I ' a •---.------------4---------------- -- 0 4 0 1 a •------ ------------------------------ 1 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE �- ' 1 D 1 ' ^ WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(DX,F) 3,500(U,E,F) JEFFREY T. BUTLER, P.E. I i,l `--- --- 1 I 1 ------------------------ ---- -' 1 I 1 I 1 1 LII , „ 1 < o �, , FOR SI: 1 POUND PER SQUARE INCH=6.895 KPA. I 1 Z I7 S 4'3" 1 I 1 - °' °' -------------- 1 ' a ' A.AT 28 PSI. Q m -------------------- ---- ' 12'6" 13'0" 13'0" 9'4" , 0 ; B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. I C.CONCRETE IN THESE LOCATIONS THATMAY BE SUBJECT TO FREEZING AND THAWING W O r DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. U M m Z ' 1 -r o I , D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) z D ; 0 1>`° SHALL.NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. W O 6 Qj ' ° ' -,COMPACTED FILL 1 1 E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. ky r ; ; D ' ' F.FOR GARAGE FLOORS WITH A STEEL-TR O�VELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT _ LL p b, u I I O (]_+ ; a :_______________________________ ______ fV ,__________ ---------------------------------------------------------- ° , (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3PERCENT ISPERMITTED IFTHE SPECIFIED O O v n' COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. W ^ W 1 I Q ,j 1 v d D D Q d D d D • I OO I • d D a d D d , 1 N V D•° � �, O r O Q I 1 I I •------------------------------- ---+ I I e------ ------------------------------------------------------------ I NOTE: i PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION O Luz O p � ________________, a ca , D o - a c D , ' PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 ,7 1 1 D 1 (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 Q O -------------------------------------- +' ` ^ . ---------------e-A-_---______-______-__-_______________-__-_______-_-___ + v -v ANCHORS FOR COLUMNS FLOOR SHEATHING (A) O ABOVE, SEE DETAIL, TYP. J LA 3 ( o 12'6" 13'0" 23'0" I-JOIST (B) (n IL o O Z !11 ru„�ini�,;'',���i ,i. r�, ,i,,,,,.1 P „- -a1i i p.�� ru V 6'g11 23'0" 48'G" I,, k"('il l", ;:11i..` i' (i'.'rlyllll'I .:! z,' r ;J i' jia'a i; ll "I il!,r,i,�,III I" VIII tll", O Q ^v p) k o it ai q;. IN MINERAL WOOL INSULATION (C) 78 2 � N p MINERAL WOOL INSULATION (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION 8503 OF THE 2015 OR 2012 IRC, FOUNDATIONFLAN (B) I-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,1251NCHE5 x2,0 INCHES, MINIMUM WEB THICKNE55 OF 3/8 INCH, MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES. IS SMOKE DETECTOR (G) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB PER CU,FT, MINERAL WOOL BATT INSULATION MADE OF PAGE & INTERCONNECT PER CODE WINDOW PERFORMANCE DATA: ROCK OR FURNACE SLAG (ASTM G665 TYPE 1 COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPOIRTS of r CARBON MONOXIDE DETECTOR ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS, THE INSULATION WIDTH T e ONE PER FLOOR U=,30, SHGG=,28, DP 30, DUEL PANE (https://www.anderr.enwinclows,com) MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER. THE INSULATION BATTS MUST SE PROPERLY LOCATED ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS, 78'2" R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR k302.1 1.1 FIREBLOCKING MATERIALS. 15'4" 20' 10" 16'2" 7101, WALL AND CEILING FINISHES. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FiREBLOCKiNG SHALL,A FLAME SPREAD AND SMOKE-DEVELOPED iNDiCES FOR WALL AND CEILING CONSTST OF THE FOLLOWING MATERIALS: F'211 I 0 $ INISHES SHALL BE 1N ACCORDANCE WITH SECTIONS R302.9 I THROUGH R302.9.4. 1.TWO-INCH(51 MM)NOMINAL LUMBER. 10'711 7' I i" $'3" 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WiTH BROKEN „ " " " R302.9.1 FLAME SPREAD INDEX. LAP.TOTNTS. 54 54 24' S0 50 30' 03 WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT 3.ONE THICKNESS OF 23/32-INCH(18.3 MDI)WOOD STRUCTURAL PANELS WITH REATER THAN 200. JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WiTH JOINTS BACKED APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND BY 3/4-INCH(19.1 MM)PARTICLEBOARD. HANDRATLS;TO DOORS AND WINDOWS OR THEiR FRAMES;OR TO MATERIALS 5.ONE-HALF-TNCH(12.7 MM)GYPSUM BOARD. THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MTLLBOARD. A. 3 I TT SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 7.BAS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER INDEX VALUES NOT GREATER THAN THOSE OF PAFER OF THiS THICKNESS ,APPROVED MATERIALS INSTALLED TN SUCH A MANNER AS TO BE SECURELY RAIL PER CODE CEMENTED TO A NONCOMBUSTIBLE BACKING. RET,ATNED TN PLACE.2-2x10 HD 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH R 302.9.2 SMOKE-DEVELOPED INDEX. ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. W WOOD STEPS ID REAR DECK WALL AND CEILING FINISHES SHALL HAVE ASHORE-DEVELOPED INDEX OF 2x10 R.R, Q XIO R,R. o AND RAIL - NOT GREATER THAN 450. 8302.1 L 1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, 16" O G (YI 16" O G 5/4"x6" DECKING ,, TO GRADE V BATTS OR BLANKETS OF MINERAL OR GLASS FiBER OR OTHER APPROVED 8302.9.3 TESTING. NONTRiGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WiTH THE �I PER CODE TESTS SHALL BE MADE 1N ACCORDANCE W1TI I ASTM E84 OR UL 723. 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED � x �' TWT281 TWT281 USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. � 2X10 C,J,'g 16 O,G, -� -� R302.9.4 ALTERNATIVE M Q TW2852 6'0" TW2852 AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER R302.11.1.2 UNRACED FIBERGLASS. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 UNFACED FIBERGLASS BATT INSULATION USED AS FFREBLOCKiNG SHALL FiLL O _ WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS X `' 2-2X10 HDR 2-2x10 HDR 2- xl0 HpR CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE THAN 16INCI IES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT WiTH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL OR SiMiLAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE W.I,C, Q a� MEET THE FOLLOWING CRITERIA: PACKED TTGHTLY AROUND THE OBSTRUCTION. ` MPLY WITH THE FOLLOWIN& I , 1.DURING THE 40 KW EXPOTHE INTERIOR FINISH SURE,FLAMES SHALL NOT SPREAD TO THE CEILING. R 302.11.1.3 LOOSE-FILL INSULATION MATERIAL. --'--------------------------* r1� *- 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FTREBLOCK ON ANY WALL OR CEILING. FINLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR N ' STEP 3.FLASHOVER,AS DEFINED iN NFPA 286,SHALL NOT OCCUR. USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD ,I 1 I N I o 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED THE SPREAD OF FiRE AND HOT GASES. 800 KW. '1 i WOOD STEPS ^ 5.THE OTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED R302.11.2 FTREBLOCKTNG iNTEGRITY. xa Fags 1 MASTER BEDROOM -R gl6°ac.'I ' AND RAIL 1,000 M2. o p SHOWER ; 1 TRAY CIG, TO GRADE THE INTEGRITY OF 1 iREBLOCKS SHALL BE MAINTAINED. C M _ 1 " R302.10 FLAME SPREAD INDEX AND SMOKE-DEVFLOPED INDEX FOR INSULATION. 8302.12 DRAiTSTOPPTNG. w�v o U ,I 1 PER CODE 5/4'x6 CCA F"o DECKING FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE iN IN COMBUSTTBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH X i I - i ACCORDANCE WITH SECTIONS k302.10.1 THkOUGh 8302.10.5. ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED 8302.10.1 INSULATION. SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPTNG SHALL O 2X10 C. 16" O.C, 1 INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE AT 10'6" A.F.F. = ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS 'IT IF ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING `o 3 ' 2-2x1 HDR SHALL COMPLY WiTH THE REQUIREMENTS OF THiS SECTION.THEY SHALL MEMBRANE BELOW,DRAFTSTOPPTNG SHALL BE PROVIDED iN FLOOR-CETLTNG c I , EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- .ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: E.F, - „�+ , 2-2x10 HDR 2-2X10 HDR WiTH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED iN _.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. c ® Q i N ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE PERFORATED MEMBERS. 9'$" ^ , I S'O" I FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE MEMBRANES AND STMTLAR COVERINGS. R302.12.1 MATERIALS. in EXCEPTIONS: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 DIM) ra LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE GYPSUM BOARD,3/8-INCH(9 5 MM)WOOD STRUCTURAL PANELS OR OTHER M 2X10 R.R. g I6' O.G, i I /2X10 R.R. 16" O,G, FLAME-SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT .APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL 2x10 C,J. to 16' O.G. Q ' ' 1 � U o , ........----------------------i` TWT28 I O APPLY TO THE FACINGS,PROVIDED TI IAT THE FACING IS INSTALLED 1N BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS MASTER BATH SCREENED-IN PORCH - SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE o M O I U ` - TW2836-2 FLOOR OR WALL FINISH. ' d.o `� CATH, CLG, `_4 DRAFTSTOPS SHALL BE MAIN'T'AINED. 9'O" CIG, H T, ° m _.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED o (MASONRY FINISH) @ oo ____ AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL 8302.13 FIRE PROTECTION OF FLOORS. fl _ - i NOT BE REQUIRED TO MEET THE FLAME SPREAD iNDEX REQUIREMENTS BUT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THiS CODE TO Z ^ __________, ' _--------- SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED\\'1TI1 A I/2-INCH 12.7 MM) Q � J 0 ------------ D W 1 THAN 450 WHERE TESTED 1N ACCORDANCE WITH CAN/ULC S 102.2. GYPSUM WALLBOARD MEMBRANE,5/84NCH f 1 MM)WOOD STRUCTURAL U) LAUNDRY 2-2x10 HDR E.F. Lu D i O i I , 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THP FLOOR p VENT ® _ W,G, x ' FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VIENTS, > 9'O CLG, HGT (X p I 2x10 C,J, e 16" O,C, ' R302.10.2 LOOSE-FILL INSULATION. lEL17CTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, m ' LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE w O EXT 1 0" I 2'0"Q S'0" $' 201 6 I I ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS PERMITTED. 2 10 ROUND HBtG ' FIBERGLA55 COLUMN, 0 I O M Q, , SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF EXCEPTIONS: 6 2x10 R,R, 2x10 R.R. OI O SECTION R30'_-.10.1 WHERE TESTED iN ACCORDANCE WITH CAN/ULC 5102 2. I.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN = ///��� EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA w ANCHOR PER W / D\ N . F4 P DER 'm 16" O,G, ^I g 16" O.G, REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102 2,PROVIDED 3D,OR OTHER APPROVED EQUIVALENT SPk1NKLE8 SYSTEM. DETAIL, TPP. I N R OM cvaTa THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS _.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT m 2'8" 4'6' REF, 3/4" Ill 2 FLUSH ^ ' 8302.10.T AND k302.103. INTENDED FOR STORAGE OR FOR E INSTALLATION OF FUEL-FIRED - - - - - - 2-2x10 HDR 2-2x10 HDR _ _ _ _ _ x /_i _VL- _ - _ - �' o ELECTRIC-YOVtBREDHEATING APPLIANCESOK - - - - - - - - - - - - - - - / \ ------------ (3)-I----- ' R 302 10 3 CELLULOSIC FIBER LO RTTONS OF FLOOR ASSEMBLIES ISHALL BE PERMTTTED TO TI -------------------- OSE-FiLL1NSULATiON. ,.PO 2-2x10 HDR 2-2x10 HDR ' ' \ W ' L.O. WALL ABOVE M (4) 2x8 HDR, I / I I CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 3.1.TI IE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DDFS NOT BE CLEARLY LABELED IN ACCORDANCE WTTH CPSC 16 CFR,PARTS 1209 AND EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. U 00 00 2 7 I I I I Q I I -- 1404. 3.2.FiREBLOCKTNG 1N ACCORDANCE WiTH SECTION R302.11.1 IS INSTALLED ^, O o Q 0 O V I ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE TIL GOV EKED C4 d x U O '' '1 O 1' ---' R302.10.4 EXPOSED ATTiC INSULATION. UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. Q S _ N _ , , _ O ,I EXPOSED INSULATION MATERIALS INSTALLED ON AMC FLOORS SHALL HAVE 4.WOOD FLOOR ASSEMBLIES USiNG DiMENSION LUMBER OR STRUCTURAL I� STOOP @ 3 cL _o O A CRITICAL RADLANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCII BY 101-INCH x � 'I lL 1 > LL ' 1 CENTIMETER. , �x MASONRY FINISH ? r� ' -; 1 O ° PREFAB, ZERO CLEARANCE , > " W/O I (50 8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR o IN U @ 9'O" GLG, HGT, �' `" li' Q GAS D.V. FIREPLACE O I U �� i 8302.IO.STESTING. ASSEMBLIES DEMONSTRATTNGEQUIVALENT FIRE PERFORMANCiE. WITH 2d' RAISED HEARTH W ' t0 O -- __ TESTS FOR CRITICAL RADTANT FLUX SHALL BE MADE IN ACCORDANCE WiTH R302.14 COMBUSTIBLE INSULATION CLEARANCE. I`- x I >I I (� Z I r - 1 ,45TH E970. COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES N �/' ' 1 O PER CODE (NFPA 21 U -� 1, c `9 K ITGNEN ' ,76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- ENCH/CURRIES 5' I - , m ' O PROVIDE FRESH AIR INTAKE ' R.302.11 FIREBLOCKTNG. 1 ..1 I x @ , i'RODUCTNG DEVICES. O - ' _ GLASS DOORS PER CODE, I I R 9'O" GLS, HGT, 1 IN COMBUSTBLE CONSTRUCTION,TREBLOCKINGSH.ALL BE PROVIDED TO EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LiSTED FOR LESSER 'l r I AND I _ CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING X 3 0' ' O `O VERIFY SIZE ', \ u v ,AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,,AND BETWEEN REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WiTH THE ' - 2-2x10 HDR x' ' ' O " T` A TOP STORY AND THE ROOF SPACE. CONDITIONS STIPULATED IN THE LISTING- -1 R-21 4'2" 2 0' , W ' 6'6 F18EBLOCRING SHALL BE PROVIDED INWOOD-F8ADIED CONSTRUCTION IN THE RECESSED LUMINAIRES INSTALLED 1N THE BUILDING THERDI.4L 1EN\'ELOPE ; -4 z OPEN TO ABOVE 'I m (I' LL D FOLLOWING LOCATIONS: SHALL MEET THE REQUIREMENTS OF SECTION N1102.4-5 OF THiS CODE. \ T 1.IN CONCEALED SPACES OF STUD WALLS AND P,',RTITTONS,INCLUDING ({� N PANTRY FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS cD FOLLOWS: 1J� O cv I r n o IA.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). r- `r `, CV 2X10 R.R. 16" O, 2.AT INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL " I 1- o -- --- --- -- - LINEOF= FLOOR ABOVE_-- -_- - - I/ X6 G,J, g 16" O, o SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. -1 1 1 I Q V41 01' I i' '1 2 -- 3.IN CONCEALED SPACES BE`FWEEN STAIR STRINGERS AT THE TOP AND m Q (O BOTTOM OF THE RUN.ENCLOSED SPACES UNDER ATAIRS SHALL COMPLY WITH ` SECTION 8302.7. Ul - - - l3) 1 3/4"x11 l/ - c p LVL w/ I/2 Xi I STEEL PLATES �,� 0 4.AT OPENINGS AROUND VENTS,PiPES,DUCTS,CABLES,AND WIRES AT CEILING � X � O AND FLOOR LEVEL,WITH.AN APPROVED MATERIAL TO RESIST THE FREE � t`� � - - - - - - - - - - -(2) 13/4"X I I 1/8° LVL IDLE- - U i ' ' " 1 PASSAGE OF FLAME AND PRODUCTS OF COMBUSTTON.THE MATERIAL FILLING m z -�- - - - - - 11/4x11/4 U 111 d � _ ' THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM EI 36 W / Ill I �' I SOLID POST u I REQUIREMENTS. (] Q A. 07 N 1 1 e :•I 5.FOR THE FIREBLOCKTNG OF CHIMNEYS AND FIREPLACES,SEE SECTION I_ O 1 ' N Q R1003.19 T- Q ' I .4 1 G,O, ` 1 „ W 6.FIREBLOCKTNG OF CORNICES OF A TWO-FAMILY DWELLING 1S REQUIRED AT Q > / \ w RAILjEdCD N W THE LiNE OF DWELLING UNiT SEPARATION. % i I 38'0" (K I>1 3 CAR GARAGE Q x U 5/8" F,G, GWB ON WALLS I 3 rrt, -yi LIVING ROOM U �, vY/ = D W N 1, O AND CEILINGS PER CODE / 1 \} 1 �' O �' ;,, rq c O ;+ J-1- Q m , 3'0" 1 U, r I 9'O CIG. HET, r I cv fu N 2x1 D IU X 1 11 1/8" TJI J60 F,J, g 16" O,C, �L 1 '^ AX ER Ca O + ' I p ^I (TEMI'F--RED) 31 N � \I i ' N' m 1 39'4" � Y ENGINEER: �. I ' �� w 2x10 D.J. I co, �Y T. 16 Q x �(jk�` / 3 1/2" STEEL COLUMN ` � O ;' c 1 M m W x Y -7- 30"X30 x12" POURED ---+---• 10 2'(I" N �/ I 35'811 8'8.1 2I PP r / CONCRETE FOOTINGS, TPP. \ 10'01, © ��3493 - I ' ' 2-2x10 DR 2-2x10 HDR o .OyQ ` I - �FESSIONP ' W TWT3010-2 ;u TWT3010-2 p JEFFREY T. BUTLER P.E. `.` I •-------• TW3052-2 2x10 HD w:0 TW3052-2 \�,3✓ �' j �7 _ 3'( i4 -i V /0 a Q Ill 1Q ?t �( FASTEN SHEATHING TO W 1[ Q O \Q -, HEADER WITH SD COMMON (K y I 1486-3Q68-1468 O f11'I] NAILS,3" GRID, Q [Y O U O W/TRANS M ABOVE �- U O d�W c x \ I ::. 2-1 3/4"xII 1/8" LVL HDR W O /,,N,/ \ / - a N f0 r y " @ x o O �� `0 @ X 'Z COVERED PORCH '� @ 1 1 I/4 COIL STRAP (BOTH SIDES) z o W 4 1 2x10 R.R. e 16 O G. 2x10 R.R. 16' O,C, N �' T N W Iq „ " Q ul 1 =I .y+�/ 1 \- co -1 MASONRY FINISH ` (8) IOD NAILS, STUD w O ,°y Q Q O X, _ - i1L I (8) IOD NAILS, HEADER/TOP PLATE LL a ,U O r m / �I _o \, �1D O O IWU ° x I - - _ (4) 2x8 HDR - _ - - �1 50 - _ 1V (4) 2x8 HDR - - - - - - - (4) 2x8 HDR - _ - \ ' I/2" CDX SHEATHING WITH CD JU V r- 1_0 � cD O - O 8 D COMMON NAILS,3' FIELD w } CNI O O 0_ M C14' O 3" O.C. PERIMETER, 2x8 R.R.RRN 2x8 R.R. �jl � O 1- 1- Q o o Ix 13'0" x I 7 l0 r = m ° 22'0" , 5/8'" ANCHOR BOLTS 32" O.C. MAX, z V l<n Z WITHIN I' OF EACH SPLICE IN SILL PLATE O to Z I ° SEE DETAIL SHEET FOR INSTALLATION LU O ' 2-2x10 HDR ' 2-2x10 HDR 10° ROUND HBtG FIBERGLASS Q W O ir STEP COLUMN, ANCHOR PER DETAIL, TYP. V U O O �n � # Tw3o52 Tw3052 GARAGE PORTAL DETAIL Lu o 0 �// LL N FASTEN SHEATHING TO O w a� HEADER WITH 8D COMMON n LL O a .. NAILS, 3" GRID, O -" 07 " " 6'3" 6 9 14 3 8 5'0 ::: 2-1 3/4"x11 I/8" LVL HDR � 5'3 12'6 5 3 b'3 6'3" b'6 6 6 " .. r Q 1 1/4" COIL STRAP (BOTH SIDES) z w 6'8" 23'0" 12'6" 13'0" 13'0" 10'0" (8) 100 NAILS, STUD O u a (8) IOD NAILS, HEADER/TOP PLATE 78'2" 1/2" CDX SHEATHING WITH 8 D COMMON NAILS, 3" FIELD 3" O.C. PERIMETER, FiRST FLOOR PLAi�I 5/8" AN HDU 5 PAGE :SMOKE DETECTOR WINDOW PERFORMANCE DATA: 5/8" ANCHOR BOLTS 32" o,c. MAX. LIVING AREA = 2,23:3 SQ,FT, INTERCONNECT PER CODE WITHIN 1' OF EACH SPLICE IN SILL PLATE GARAGE AREA = 9�h SQ,FT, ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG SEE DETAIL SHEET FOR INSTALLATION CARBON MONOXIDE DETECTOR U-,30, 5HGG-,28, DP 30, DUEL PANE (http5://wLuw.andereenwindowe,com) /� O r FRONT PORCH = 4 3(o SQ,FT, ONE PER FLOOR f•�11• T c3 SGREENED-IN PORCH = 246 SQ,FT, GARAGE PORTAL DETAIL 4" VTR TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES WINDOW PERFORMANCE DATA: 2" - 3" PLUMBING FIXTURE TRAP SIZE MIN. ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG ' ' 2 U•,30, SHGG=,28, DP 30, DUEL PANE (https://www.andersenwindows,com) (INCHES) LAVBATHTUB(WITH OR WITHOUT, "C TUB/ AND/OR WIIIATTACHMENTSER HEAD J 1/2 RLPOO SHOWER BIDET J 1/4 SECOND FLOOR CLOTHES WASHER STANDPIPE 2 211 " L DISHWASHER(ON SEPARATE TRAP) 1 1/2 3" ---------------- FLOOR FLOOR DRAIN 1 2° ___ 21, :211 211 211 2111 3,1 211: 21. KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 1 1/2 LAV LAV ' LAV G ; WITHOUT DISWASHER AND FOOD WASTE DISPOSER) U1,C' SINK LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 �SHOUJER F- W] [Dw] MAIN FLOOR LAVATORY 11/4 2° 211 311 211 �- 211 21' 3" 2" 2"^V SHOWER(BASED ON THE TOTAL FLOW RATE THROUGH SHOWERHEADS AND BODY SPRAYS) FLOW RATE: 311 5.7 GPM AND LESS 11/2 411 _- N10RE THAN 5.7 GPM UP TO 12.3 GPM 2 FAI MORE THAN 12.3 GPM UP TO 25.8 GPM 3 MORE THAN 25.8 GPM UI'TO 55.6 GI'M 4 , TO AN APPROVED FOR SI: I INCH=25.4 mm, I FOOT=304.8 min. 4n SANITARY SEPTIC SYSTEM �i FLIMBING R15ER DIAGRAM (NTS) D Lu 12'9" 20'4/," T 0.. SECTION 8310:EMERGENCY ESCAPE AND RESCUE OPENINGS SECTIONP3103: VENT TERMINALS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE P3103.1 VENT PIPES TERMINATING OUTDOORS. NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE,AND RESCUEOPENING. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHA'_L OPEN ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS DIRECTLY INTO A PUBLIC WAY,OR TOA YARD OR COURT THAT OPENS TO A P3103.1.1 TIIROUGI I P3103.1.4. PUBLIC WAY. EXCEPTIONS: P3103.1.1 ROOF EXTENSION. 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET U) EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET THE CONDITIONS OF SECTION P3103.1.2 OR Y3103.].3 SHALL TERMINATE 2S ETHE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC LESS THAN 6INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) 2.WHERE ERE THw SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. d r m SLEEPING ROONIS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE w EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. HAS ONE OF THE FOLLOWING: WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, o 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, EMERGENCY ESCAPE AND RESCUE OPENING. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) m ABOVE THE ROOF. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM P3103.1.3 ROOF EXTENSION COVERED. THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY ' WITH ASTM F2090. COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE 8310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MTNTMUM THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS DIMENSIONS,AS SPECIFIED IN THIS SECTION. SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW 8310.2.1 MINIMUM OPENING AREA. ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M,).THE NET CLEAR ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTNTNED BY FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA FRAME WALL TO R.R. AX '3 J-2 A 3]-2 THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. " OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT BE NOT LESS THAN 24 TNCHES(610 MNI)AND THE NET CLEAR WIDTH SHALL PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT 2-2x10 HDR 2-2x10 HDR v BE NOT LESS THAN 20 INCHES(509 MM). EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL PIPE OPENING. '-1 HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET (0.465 SQ.M.) P3103.1.4 SIDEWALL VENT TERMINAL. d VENT TERMINALS EXTENDING THROUGII THE WALL SHALL TERMINATE ` Q U-• R11 0.2.2 WINDOW SILL HEIGHT. NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN r, WHERE A WINDOW IS PROVIDED,AS THE EMERGENCY ESCAPE AND RESCUEuj OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET (111 x MM)ABOVE THE FLOOR;WHERE THE SELL HEIGHT IS BELOW GRADE,TT (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL, SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A V '^ O r O R310.2.3. STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT _D O _ -- TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRI;S R310.2.3WINDOW WELLS. AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENINGcq THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 fY t- SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROTECTION AND WIDTH OF AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. @ _ "' tu NOT LESS THAN 36 INCHES(914 MMI THE AREA OF THE WINDOW WELL SHALL ' ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY P3103.2 FROST CLOSURE. ------------' e o m -1 O En OPENED. WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 00,4v, W,C,EXCEPTTON-THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL.SHALL. OPEN TO BELOW -BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE IN hxi BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE THE REQUIRED DIMENSIONS OF THE WINDOW WELL. SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.8 MM)INSIDE TUB/ UPPER FAMILY ROOM N � � W � R310.2.1.1 LADDER AND STEPS. THE THERMAL ENVELOPE OF THE BUILDING. ® o ROWER r 8'0" CLG, HGT. ` z In WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES rnL (111 x MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR P3103.3 FLASHINGS AND SEALING. 8'0" 6 STEPS USABLE WITH THE WINDOW Irl THE FULLY OPEN POSITION LADDERS THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE n OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED-0 COMPLY WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS OL O WITH SECTION 8311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. OF NOT LESS THAN 12 INCHES(305 MIM),SHALL PROJECT NOT LESS THAN 3 2'6" INCHES(76 NIM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 6X6 19 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE P3103.4 PROHIBITED USE. 2-2x;10 HDR POST WINDONY WELL. A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A - - - - - -R310.2.3.2 DRAINAGE. ry Q A C7=5 (3) 1 3/4 xl6 LVL UPSE RAIL PER CODE (3) 1 3/4"X16" LVL U SET , U- WINDOW TERMINAL. , WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY o Q _ _ _ 2X12_ RIDGE_ _ _ _ _ _ _ _ _ _ _ _ _ _ CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM P3103.5 LOCATION OF VENT TERMINAL. T REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. Xfu EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS TS NOT REQUIRED AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE WHERE THE FOUNDATION IS ON WELL DRAINED SOIL OR SAND-GRAVEL LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, �' cv J e =t MIXTURE SOILS IN ACCORDANCE WITH THE UNITED sDrL CLASSIFICATION oPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING �' ?� c,o, BALCONY I T e i p a o M SYSTEM,GROUP T SOTLS,AS DETAILED IN TABLE 8405.1. OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL z_ k310.z.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS ' - _ ENGINEER: 2-2xl�HDR \ c 2x12 N p 3 ITIS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 2'G' �2'6" TECO ALL FLUS RIDGE '� O o0 PORCHES. _ 0.WT EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND o CONNECTIONS V PORCHES SHALL BE FULLY OPENABLL.AND PROVIDE A PATH NOT LESS THAN (jf 1 CLOSET W y 36 INCHES(914 MM)IN HEIGHT TO A Y ARD OR COURT. N N /�� D W I (X v "3 _ �P p WINDOWS. HDR `" o R310_2.5 REPLACEMENT WDOWS. 4'0" ® REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF U - _ , �X @ j THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT / �\ I -2X O DR REQUIREMENTS OF SECTION R1 10.2.2 AND THE REQUIREMENTS OF SECTION x r , �� p R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE - �' " V G� 1T1 FOLLOWING CONDITIONS: �' i 5'6" 6 2 Q O ��\ IL I.THE REPLACEMENT WINDOW 1S THE:MANUFACTURER'S LARGEST 2'0" BEDROOM 02 v uID I x p AXVd31 STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR , , 4 * x N (TEMPERED) Q Q V EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME , N 8'O CLG, HGT, - / BEDROOM 3 N \ ,� 3493 OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES ' _FOR AN EQUAL OR GREATER WINDOWOPENING AREA THAN THE EXISTING ' ' (� @ QQj¢ 8'0" CLG' HGT' - °r S C ioN�� WINDOW. , 1K i i� \ '-� 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. QP_ JEFFREY T. BUTLER, P.E. 8310.3 EMERGENCY ESCAPE AND RESCUE DOORS. UNFINISHED ATTIC u o /+�'� FLOOR DRAIN, N WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND i , - x O , ry 2X10 R.R. g I6" O,C, 2X10 R.R. 16" O,G, O 'm PIPE TO BofT] RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE , 1 N �' ^ DRYWELL Q THE OPENING 1S BELOW THE ADJACENT GRADE,IT SHALL BE PRON'LDED WITH \ N c�z W Q } AN,AREA WELL. i 12'6' 12 0" 12'6" ` m , R310.3.1 MINIMUM DOOR OPENING SIZE. / \ THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS , ' Z o 4N EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE , -------------------- 2-2x10 HDR u " 2-2x10 HDR ` a WITH SECTION 8310.2.1, `- (3)I 3/4"x 9 1/4 LVL-UPSET- _ ❑ LL LL Q O 8310.3.2 AREA WELLS. ' TV�'3046.2 ---_2x10 R +0 16" O.G O TR'3046-2 ,AREA WELLS SHALL HAVE A WIDTH CF NOT LESS THAN 36 INCHES(914 MM). o c ju z m THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND � , , � i, 2-2X10 HDR 1711 W \ n/ (V � U RESCUE DOOR TO BE FULLY OPENED ' , ' _l lL F. Q FLOOR DRAIN, � O 1- R310.3.2.1 LADDER AND STEPS. , i , , TR'3 46-2 PIPE TO Q/ 1r AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I 11 x MM) In DRYWELL UPPER DECK lQ I 3 SHALL BE EQUIPPED WITH A PERMANENTLY,AFFIXED LADDER OR STEPS USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS ' ' EPDM ROOFING Z V (j j REQUIRED BY THIS SECTION SHALLT40T BE REQUIRED TO COMPLY WITH � � , � PITCH TO DRAINS O ' NT SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT Z O LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 31NCHES ' , , ' U n' O (76 NIM)FROM THE WALL AND SMALL BE SPACED NOT MORE THAN 18 INCHES v (457 MM)ON CENTER VERTICALLY FOR THE FULL HETGHT OF THE EXTERIOR , ' ' , STAIRWELL. 0 �n � R310.3.2.2 DRAINAGE. ' 1 ' J AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION , Q v R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. , , V `l EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS 1S NOT REQUIRED , W = O r WHERE THE FOUNDATION IS ON WELL)R,4INED SOIL OR SAND-GRAVEL ' Vr^) lmL MIXTURE SOILS IN,ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION O i SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE 8405.1. ' , , - ^ Il_ Q m R310.4 BARS,GRILLES,COVERS AND SCREENS. i 2-2x10 HDR , ' LL 0 U) WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED - --'-- ---' , Q OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR ----------- ---------- WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY TW 052 �1 w WITH SECTIONS R31 0.11 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE IJ- RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, o TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR ID THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL IBEPROVIDED INEACH NEW SLEEPING S�GOND FLOOR FLANROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL AE PROVIDED IN THE NEW BASEMENT. EXCEPTIONS: LIVING AREA = 990 50,FT, 1.AN EMERGENCY ESCAPE AND RESCUE OPENING TS NOT REQUIRED IN A NEW BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE " " " " „ AND RESCUE OPENING. SMOKE DETECTOR I I'6" 116' 6 3 6 3 6 6 6 6 6 3 6'9" 5'0" 5'0" PAGE : 2.AN EMERGENCY ESCAPE AND RESCUE OPENING 1S NOT REQUIRED IN A NEW INTERCONNECT PER CODE BASEMENT WHERE THERE 15 AN EMERGENCY ESCAPE AND RESCUE OPENING 23'O° 12'6" 13'0" 13'O" I O'O" IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. T INYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. e CARBON MONOXIDE DETECTOR ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH ONE PER FLOOR 71'6" APPENDIX 1 OF THIS CODE. 3° FF--. HINGLE RIDGE CAPSRIDGE VENT 2x12 RIDGE 2x10 RAFTERS 1/2" CDX SHEATHING a e 15" FELT e !� EXHAUST AIR ASPHALT ROOF SHINGLES e STUD/POST SHINGLES—\ ROOF CONT RIDGE VENT ee T PAPER SHEATHING (TYP. 12 13 3/16" ROOF VENTILATION 1:300 OF THE INSULATED • e o 0 CEILING AREA UNIFORMLY DISTRIBUTED 12 PILOT HOLES FOR J MANUFACTURING ------__ EAVE PROTECTION TO EXTEND FROM THE I PURPOSES EDGE OF THE ROOF, 36 UP THE SLOPE RAFTER ; BUT NOT LESS THAN 12" BEYOND 2x(o G.t, 9 16" O.C, THE INTERIOR FACE OF THE EXTERIOR WALL LOCATED IN UPPER I/3RD Simpson Strong-Tie 0 BAFFLE AS REQUIRED FOR ROOF VENTILATION , OF ATTIC PER 3,2,5.1 LSSU28 CEILING DRYWALL TAPED OF 2015 WFCM TO WALL DRYWALL i4„ FLOOR 3 s JOIST i! PROVIDE ICE BARRIER PER ATTIC HDU €I DRYWALL CAULKED, GLUED 8905,1,2, TYPICAL ALL li THREADED RIDGE BEAM OR GASKETED TO TOP PLATE IUNFINISHED, STORAGE ONLY) ROD DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE IN. RIDGE VENT DETAIL NOTE: AT TUB/SHOWER LOCATIONS o e PROVIDE FULL HEIGHT GWB PRIOR (�(� (� (�(� nn '( (� ( ( Itln )n '( G�� e • TO INSTALLING TUB ON OUTSIDE WALL BOTTOM PLATE CAULKED )I�UUUUU()�)UU�UIUUnJUUUInUUUUU1()1()rU)000UUVUUUUUUUUIU AIR SEAL PER DETAIL, THEN INSTALL OR GASKETED TO SUBFLOOR ((�� R-49 INSULATION UNIT. IX6 AZEK FASCIA U�U(�UU UUUUU U 5/8" GWS ON �� e ROOF RAFTER. X ON SUB FASCIA - WALLS AND GEEING e SUSFLOOR GLUED, CAULKED OR 1'4" OVERHANG SPACKLE AND PAINT O e HURRICANE CLIP NAILED GASKETED TO RIM JOIST/RIM CLOSURE AZEK SOFFIT W/ CONT = e TYPICAL HDU TIE BETWEEN FLOORS TO RAFTER 4 PLATE SCREENED VENT ° RIM JOIST/RIM CLOSURE CAULKED PROVIDE BUILDING GASKET = OR GASKETED TO TOP PLATE 1/2" GWB AT ALL SHEETROGK z (2)2"x4" TOP PLATES 2x6 STUDS INTERSECTIONS BUILDING 1.0 = p O DRYWALL CAULKED, GLUED R-21 INSULATION - MUST PASS 3 AIR MASTER BEDROOM p = PRESERVATIVE-TREATED ° 1/2 CDX SHEATHING CHANGES PER HOUR = BARRIER MAY BE ° OR GASKETED TO TOP PLATE 15e FELT = a , REQUIRED CEDAR SIDING MASTER BATH _ FOR HOEDOWNS,PER ASTM TEST STANDARDS, ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT _ ° PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, 0 WITH CONSIDERATION GIVEN TO POSSIBLE NOTE: INSTALL FLOOR JOISTS - ° o ° o° FUTURE WOOD SHRINKAGE.CARE SHOULD HURRICANE I I /- DRYWALL CAULKED, GLUED PER MFG. PRODUCT GUIDE _ ° o H3/4" ; e C BE TAKEN TO NOT OVER-TORQUE THE NUT. URRICANE CUP DETAIL OR GASKETED TO BOTTOM PLATE 1 ) ll3/4" TtGADVANTEr_ SUB(1Fr1LnOnOnrR1((1 f1(1(1f1n 1f1 1���1(1 1(1 1(1(1nn 1 lfl 1f��nf) r1� 1 (r r f = "� ° IMPACT WRENCHES SHOULD NOT BE USED. � OTTOM PLTCAULKED ,l)l)l)U�JIJ�! l)l)l)UUl)l) l)UUUUI)UUl)l)l)UUl)t)l)l)l)l)UU()Ul)l)lJl)Uc)l)l)l)l)l)l)�JUI)l)lJl)l)11(`)�_)t11)l)Ul)l)��Jl)l)11l)l)•U!Jt)l)l)l)l)l)UUl)��,'� GRADE VERTICAL HDU INSTALLATIONNAS IR-30 LADE OR GASKETED TO SUSFLOORGH GRADE .� I/2" GWB oy PITCH GR o AWAY FROM HDU5 DETAILS AWAY FROM a - - FOUNDATION ore 3 I/2" X 11 l/8" m �,o FOUNDATION s = SUBFLOOR GLUED, CAULKED OR LVL GIRDER MANUFACTURED BY SIMPSON "' WITH 3 I/2" STEEL U. GASKETED TO RIM JOIST/RIM CLOSURE CELLAR o CCL. ON P.C. FTG. D STRONG-TIE COMPANY,INC. _ i 2-2x6 AGQ SILL ° ' „ " y 4" P,C, SLAB (3500 PSI) ON 4 MIL VINYL -4 NOT TO SCALE w 0 RIM JOIST/RIM CLOSURE CAULKED 5/8 ANCHOR BOLTS m 36 O.C. ° , SILL SEAL VAPOR BARRIER ON 4 COMPACTED 0 OR GASKETED TO TOP PLATE DHW AND AIR CONDITIONING SYSTEMS 8905.1.2 ICE hARRIERS: ''II COPPER TERMITE SHIELD p POUROUS FILL e o (UNFINISHED, STORAGE ONLY) �„ MUST MEET OR EXCEED THE SEPCIFICATIONS 8" THICK X 8'O" HIGH P.C. WALL CALLED OUT ON THE ENERGY STAR IN AREAS WHF;RE THE HAS BEEN A HISTORY OF ICE FORMING SILL PLATE INSTALLED OVER SILL GASKET ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED ON 20"x10" POURED CONCRETE FOOTING, � NAILS p p .'p PROVIDE (3)-"4 BARS IN FOOTING, TYP. COMPLIANCE CERTIFICATE o a N a' �;• IN TABLE R301,2(I),AN ICE BARRIER SHALL BE INSTALLED&'OR ° 4 ° PROVIDE (1) 4 BAR HORIZONTAL • NOTE: SHADED COMPONENTS DESIGNATE ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED AIR BARRIER SYSTEM WITHIN 12 OF THE TOP AND ••L �. NOTE:PROVIDE SIMPSON LSSU28 ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES (1) 04 BAR HORIZONTAL •'�•: JOIST HANGERS AT EACH RAFTER/ AND WOOD SI LAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER L1.4LI) NEAR MID HEIGHT OF THE WALL CEILING JOIST CONNECTION. THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGSTIIER,OR A DAMPROOF BELOW GRADE �� SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED SECTION SEE DETAIL SHEET FOR IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM TI IE p (� ANCHOR BOLT SPACING SEE DETAIL SHEET FOR LOWEST EDGF,S OF ALL ROOF SURFACES TO A POINT NOT LESS THAN CONTINUOUS AIR PENT BA-FEES S I MPSON STRONG-TIE A I�' `/EALING DETAILS(LS HIGH WIND CONNECTION 24 INCHES(610hn!n)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. U m FRAMING SAY OWENS CORNING HURRICANE IIIIII ^ REQUIREMENTS ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL "RAFT-A-MATE" - TO BE INSTALLED 1"TS 1"II.F I�I C f'eN I= TIE• IN 12 UNITS I IORIZONTAL,THE ICE BARRIER SHALL ALSO BF APPLIED 50 THAT AIR FLOW NOT LESS THAN 36 INCI-IES(9141nm)MEASURED ALONG THE,ROOF SLOPE IS NOT RESTRICTED. 2x12 RIDGE FROM THE EAVE EDGE OF THE BUILDING. LL DO NOT COMPRESS INSULATION, 2x10 RAFTERS Nl_ 1/2" CDX SHEATHING EXCEPTION:DETACIIED ACCESSORY STRUCTURES U1 cf) 150 FELT NOT CONTAINING CONDITIONED FLOOR AREA. W_ CfJ cYl ASPHALT ROOF SHINGLES Q r CONT RIDGE VENT NOTE: � ALL LUMBER THAT COMES IN CONTACT WITH r ROOF VENTILATION 1:300 OF THE INSULATED CONCRETE WILL BE ACQ LUMBER lu -I CK CEILING AREA UNIFORMLY DISTRIBUTED cf) O 7ro! EAVE PROTiECTION TO EXTEND FROM THE - - - EDGE OF THE ROOF, 36" UP THE SLOPE — F.UT NOT LESS THAN 12" BEYOND 12 — - 1J3 x Q 7 11/4 R." THE INTERIOR FACE OF THE EXTERIOR WALL —- Z BAFFLE AS REQUIRED FOR ROOF VENTILATION 10 EAVE DETAIL °• - - a o R - 38'10 2x6 C.T. m 16" O,C, lu c{1 SWEEP = 11,52 DEG LOCATED IN UPPER I/3RD ¢ PROVIDE ICE BARRIER PER OF ATTIC, PER 3,2,5,1 2x10 SISTERED TO R,R. �yt�0 RSO5.1,2, TYPICAL ALL OF 2015 WFCM — TO ACHIEVE CURVE ''''tt • ATTIC �-4i— _ —� (UNFINISHED, CONT RIDGE VENT VENT IN, STORAGE ONLY) 2X12 RIDGE 1' 4" ENGINEER: 2x10 RAFTERS 1/2" CDX SHEATHING 2X6 - - QF - Y 150 FELT STPONGBACK, ASPHALT ROOF SHINGLES Gj TYP 0-WORN 1 1r1(1�nf1n((1�(1(1(1(1(1n�n�� f1 TYF- (1(1 f1 1(1(R1-(1413 INSULATION( (1 � (1(1 f1 (1 (1(1( (1 1(1(1 r1 Fi T. B 1X16 AZEK FASCIA U�lUll(.100`)!)0lNIUUU1Jl1l1Ul)(-)(_1i_f(Il,i�)�U�1i_l(_I�UW�.)000 uUUUUUUIIII )&Ann U 01.1 nUUU U UUUIJUUUUUI�)UiJI)(J�fl * <� ROOF VENTILATION 1:300 OF THE INSULATED ION SUB FASCIA - — - — —TOP OF CEILING r- 1 d°�J � WIND-BORNE; DEBRIS PROTECTION _ � , CEILING AREA UNIFORMLY DISTRIBUTED 1'4" OVERHANG a 5/8 GWB ON - die j _ (3) 1 3/4 x 16 LVL UPSET In W FOR WOOD STRUCTURAL PANEL EAVE PROTECTION TO EXTEND FROM THE AZEK SOFFIT W/ CONT -FOR AND GEEING fn FOR WALL OPENING PROTECTION OF 180 MPH 3-SECOND WIND GUSTS EDGE OF THE ROOF, 36" UP THE SLOPE SCREENED VENT SPACKLE AND PAINT (MAXIMUM MEAN ROOF HEIGHT:35') BUT NOT LESS THAN 12" BEYOND - PROVIDE BUILDING GASKET �O Q 3 +g3 THE INTERIOR FACE OF THE EXTERIOR WALL 1/2" GWS - AT ALL SHEETROCK - BAFFLE AS REQUIRED FOR ROOF VENTILATION 2x6 C.T. m 16" O.C. 2x6 STUDS INTERSECTIONS BUILDING = = AQOF NP�� SHUTTER ASSEMBLY LOCATED IN UPPER 1/3RD IR-21 INSULATION - MUST PASS 3 AIR BALCONY BEDROOM #2 - o Essio N.T.S. I \ �` 12 OF ATTIC PER 3,2,5,1 1/2" CDX SHEATHING GRANGES PER HOUR = °o JEFFREY T. BUTLER, P.E. FOR PANEL SPANS: .4, \ OF 2015 WFCM 15" FELT u<a'uWIDE SPAN �• 12 CEDAR SIDING = 33/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I _ TECO ALL FLUSH = 2xl RI sE 0m (OVERLAP AROLTND OPENINGS 4") __ CONNECTIONS = W .--I -' ASSEMBLY: �,• I _ = 12 4 1 ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ _ #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL I I -_ S — - — —TOP OF SUBFLOOR Z Q O WOOD SCREW(a1 16"O.C. I I. ATTIC _ ��J U��_ —TOP OF CEILING Q a v ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: - I (UNFINISHED, �', p a O #10TEE EBOLT ATTACHED TOBLDG.w/#10x1-I/2(W/WASHERS) I STORAGE ONLY) vJ r z m MACHINE HOLT(a�12"O.C. .y � I (3) 1 3/4"x11 1/8' LVL W } W c! p U TOP OF SUBFLOOR— - — = w/ (2) I/2"x11" STEEL PLATES I/4"xl I/4" SOLID POST O r q I I1 '1/8" TJI 560 m 16' O.C;•• ` TOP OF PLATE—1 — SCREENED-INp .— r- } in IX6 AZEK FASCIA - �() a m M PORCH LIVIN OOM - z o II ON 2X6 SUB FASCIA _ o PLAZ E SECTION ASSEMBLY: SEE DETAIL SHEET OVERHANG _ AZEK SOFFIT WITH CONT � O II II 1/4" THICK BOLTS m 2' OG FOR CONNECTION SCREENED VENT O U O II II I REQUIREMENTS INCLUDING - I.I' I•j� - CONNECTOR AND NAILING f- I 4" P,C, REINFORCED NOTE: INSTALL FLOOR JOISTS -l -4" P,C, REINFORCED IJ' 11' IJ' o` 5/8" GWS GONG, SLAB _ PER MFG. PRODUCT GUIDE GONG, LAB Q U v I FINISH PER AGREEMENT 3/4 TIG ADVANTEG SUSFLOOR __ W = •-1 p I I I I 2x6 STUDS ° -FINISH ER AGREEMENT — - — —TOP OF 5UBFLOOR 1 p UNEXCAVATED GARAGE 1/2" CDX SHEATHING fUl)U SI)UUUI)UIiZSU �)�SZS�S�RS) ' 'UiSZS1S�S )2S�S�RS�SIS�Sz1�� (zS1�SU�1'SISI(�Sl)�Sl1�SZS�S� )2SZSl1'Sii�St)�)�'�'� iil�i�i�(' ° � I I I I 11, o COMPACTED FILL 4 O a� I j I I j I j 4" P.C. SLAB TYVEK HOUSEWRAP R-30 INSULATION CC,�MPAGTED FILL —TOP OF FOUNDATION J - - - O 1 I I 6x6 10/10 W,W,M, CEDAR SIDING ;. I I �° 1/2" GWB ° GRADE I�• I ON 4" POUROUS FILL PITCH GRAC57O } 4 I TOP OF SUSFLOOR - — �.o P,o 3 I/2 XII �/8 SOLID BLOCKING AWAY FROM PITCH TO O,H,D. ° +- SHUTTER ASSEMBLY I LVL GIRDER o CL � W FOUNDATION WITH 3 1/2" STEEL ;' O o N.T.S. TOP OF FOUNDATION — - — D• P. COL. ON P.C. FTG. CELLAR o; U N FOR PANEL SPANS: r' a d - a'OR WIDER sr.ar! GRADE . . . . 2-2x6 ACQ SILL a 4" P.C, SLAB (3500 PSU ON 4 MIL VINYL i O II n o at r----------- ------ '�' 5/8" ANCHOR BOLTS is 36" O.C. VAPOR BARRIER ON 4" COMPACTED ___________ .,: ------ 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD PITCH GRADE (OVERLAP AROUND OPENINGS 4") D 4 COMPACTED SOIL �" AWAY FROM SILL SEAL °° POUROUS FILL w COPPER TERMITE SHIELD (UNFINISHED, STORAGE ONLY) 2x4 STRONG-BACKS @ 24"OC FOUNDATION 8" THICK X 8'0" HIGH P.C. WALL ' Q 1 ASSEMBLY: 0 D. D ON 20"x10" POURED CONCRETE FOOTING, <•' <�' /'� , I).PREASSEMBLE PLYWOOD 2x4'S:# "(w/WASHERS)GAL\'iNIZEDOR �" �, a. n , •, , � (`-.r�� STAINLESS STEEL WOOD SCREE IUx3 W(m 12"O.C. 41, °t PROVIDE (3)-04 BARS IN FOOTING, TYP. a; ,,• � 21.ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ -° ° PROVIDE (1) e4 BAR HORIZONTAL ° - v P •- p p • • • • v •- •- p p 4 — - — —TOP OF FOOTING #100"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WITHIN 12" OF THE TOP AND i'r'.: �'+ !♦ .1 ° y WOOD SCREW S 16"O.C. TOP OF FOOTING— - SECTION J� - /� e:� (1) e4 BAR HORIZONTAL J fie t-4 � '� _____, ALTERNATIVE FASTNER FOR SHUTTER'f0 BUILDING: NEAR MID HEIGHT OF THE WALL SECTION V_V #10TEEEBOLT(TACHEDTOBLDG.w/#10x1-I/2 (W/WASHERS) DAMPROOF BELOW GRADE MACHINE BOLT L 12"O.C. SEE DETAIL SHEET FOR ANCHOR BOLT SPACING STAGGER FASTENERS TABLE R507.9.1.3(1) IN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO U° O ° 5.5"MIN.FOR 2x10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. 7.5"MIN.FOR 2x1 2 ARE USED OR BOLT SPACING IS CONNECTION DETAILS REDUCED TO THAT OF LAG SCREWS 6'and less 6'J"to 8' 8'1"to 10' 10'1"to 12' 112'1"to 14' 14'1"to 16' 16'1"to 18' 0 0 O 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS. ON-CENTER SPACING OF FASTENERS 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH l MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.9.1.3 t �- / 1/2-INCH DIAMETER I MAXIMUM HEATHIN OLT(E)WITH I -INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR Sl: I INCH=25.4 MM, I FOOT=304.8 MM, I POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SIIALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. DECKING 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 THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. 2x4 CONTINUOUS APPROVED JOIST HANGERTABLE R507.9.1.3(2) LATERAL BRACE AT 6'O.C. 2"MI 2x LEDGER WITH FASTENERS PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS — IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS —TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-J Od NAILS TO JOIST WITH HOLD-DOW Simpson Strong-Tiedi DTT2Z TOY EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSSoo O ol 1 TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) w FLOOR JOISTS Simpson Strang-Tie BAND JOIST(C) 3/4 INCH 2 INCHES 21NCHES(B) 1 5/8 INCHES(B) DTT1 Z HOLD DOWN AT 4 LOCATIONS,EVENLY DISTRIBUTED FOR SI: I INCH=25.4 MM ALONG DECK AND ONE WITHIN 24"OF EACH A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL SHALLL FULLY ENGAGE DECK JOIST PER 1 END THE LEDGER.HOLD DOWN DEVICES RUN OF'THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE N,INIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R507.9.1.3(1). 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS TO CENTER OF TOP PLATE,STUDS,OR HEADER N oo T ui FIGURE R507.9.2(2Aoo Sd COOLER NAILS AT 10"O.C. � FLOOR JOIST DECK JOISTm 2"x4"BLOCK NAILED TO EACH o DECKATTACHMENT FOR LATERAL LOAD BRACE WITH 4-1 Od NAILS z FLOOR JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD W tp FIGURE R507.9.2(1) 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOY PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL OISTS GABLE ENDWALL BRACING U STUD (WFCM FIGURE 3.7a) X .. A BORED HOLE MAX 3: cel DIAMETER 60% NOTCH GREATER THAN BLOCKING W 'D (1) 50%OF THE PLATE WIDTH (30 OF STUD DEPTH 0 BLOCKING � CfJ 5/8"MIN.TO EDGE GYPSUM BOARD UJ 16 GAGE(0.054")AND 1.5"WIDE l6d NAIL AT 24"O.C. -1 �[ �[ METAL TIE ACROSS AND TO EACH SECTION A-A 'T W M Ul 5/8"MIN.TO EDGE, SIDE OF THE NOTCH WITH 8-16d Q 0- NAILS EACH SIDE m }- 40 a OF STUD DEPTH NOTCH MUST O NOT XCEED '""' O � M qt M LL FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL f— o z u TOP PLATES (WFCM FIGURE 3.7b) INSTALLED IN ACCORDANCE 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) BORED HOLES SHALL NOT ni-F1 lX- BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. Sd NAIL AT 12"O.C.ON ALL ��- CROSS SECTION OF CUT OR FRAMING MEMBERS NOT AT L, NOTCH IN STUD yd� PANEL EDGES (a)OUTSIDE CORNER DETAIL 12"MAX. TOP PLATE FRAMING TO ACCOMMODATE PIPING8d NAIL AT 6"O.C. GYPSUM BOARD ENGINEER: NAILS ON NOTCHING AND BORED HOLE LIMITATIONS SHEAR WALLL REQUIREMENTS (ALL PANEL EDGES) °F "J E� FOR INTERIOR NONBEARING WALLS ���� �� .� (`VFCM 2015 SBC HIGH WIND EDITION) I � NO CEILING WOOD STRUCTURAL PANEL C7 I i Lu DIAPHRAGM l6d NAIL AT 24 O.C. WITH NAILING SCHEDULE CE Z�� c= RAFTERS AND CEILING CENTER 2x BLOCKING f JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT � �� ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS ArON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOY PLATE SECOND STORY TOP PLATE- EDGES AND 12"O.C.ON ALL JF==T=REY T. BUTLER, P.E. SEE DRILLING AND NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT JOIST IS PERMITTED TO PANEL EDGES PREFERRED METHOD (b)INSIDE CORNER DETAIL 0 K BE CUT OR NOTCHED W TOY PLATES FLOOR JOIST- BETWEEN THESE LIMITSWALL STUD EXTERIOR CORNER FRAMING V O o SEE DRILLING AND SEE DRILLING AND z BOTTOM PLATE NOTCHING PROVISIONS a NOTCHING PROVISIONS W o WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WFCM SECTION 3.4.].1.1 ROOF FRAMING DOUBLE TOY PLATE Q OiL STUD p '1 JOIST ENDS TO BE 15" WAL WALL W } (K O 0 m -r BLOCKED AGAINST ' ^ BORED HOLE MAX FOR BLOCKING ROTATION IN ACCORDANCE RIPPLE STUDS DIAMETER 40%� BAND JOIST AND BRIDGING AND 3.3.].4 BRIDGING I O 1LU 11 Z WITH WFCM 3.3.1.3-END RESTRAINT STUD TO RAFTER CONNECTION V a Z TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 HEADER OR FLOOR TO FLOOR CONNECTION OF STUD DEPTH DEPENDING ON CONDITION,SEE " DETAILS ON SHEET 7 OF 7 THIS SET 21CLEARANCE 30" U f O 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE Q U U WALL I I IN FRONT OF O PENING ___I 518"MIN.TO EDGE FULL LENGTH LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER cl Q U -�► O NOTCH MUST NOT EXCEED BOTTOM PLATE CLOSET w 25%o OF STUD DEPTH NOTE: WALL � 6� NOTCHES SHALL NOT BE BAND JOIST U/ UPLIFT CONNECTION IS REQUIRED 15, WALL J 5 O u O OR BLOCKING N --------------------- AT EACH END OF FADER O LOCATED IN MIDDLE ONE-THIRD __ ___ ___ __ _ OF STUD LENGTH , , , , , ; SILL PLATE JOIST '� AT BOTTOM OF HEADER STUDS IN `-Nd UPLIF�i ADDITION TO CONNECTORS AT TUB z IF HOLE IS BETWEEN 40%AND 60% , , , , WALL STUDS AND AT TOP AND � CRAWL SPACE CONNECTPF I p OF STUD DEPTH,THEN STUD MUST OR BASEMENT SUBFLOOR REQUIRED BOTTOM OF CRIPPLES U N o BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN I c BE LOCATED IN TIIE SAMETWO SUCCESSIVE STUDS ARE • FOUNDATION ° i f 1 1 I f 1 CROSS SECTION OF CUT ORDOUBLED AND 50 BORED 21"CLEARANCE 21"CLEARANCE I�TOTCH IN STUD STUD TO PLATE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 1 Od NAILS STUD TO PLATE/FOUNDATION: , PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 J Od NAILS IN STUD AND 4 ]Od NAILS IN PLATE • NOTCHING AND BORED HOLE LIMITATIONS BEAR INCA WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 PAGE FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1. o f g (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 130 MILE PIER HOUR ZONE - NAILING SCHEDULE AWOD FRAME MERICAN FOREST AND PAP R ASNUAL,HIGH WIOJ D EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong Tie LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF USE 9-8d NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALI,WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT o WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT o ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND RAFTER TO TOY PLATE(TOE-NAILED) 4-8d LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302.11 FIRE BLOCKING MATERIAL R302.11.J 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETI'PRECAUTIONS AND > D ° LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR �° COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 TI IE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH TIIE ^ n T n ^ n CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS G, L, BLOCKING TO RAFTER(TO 2-8dEACH END SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS RIM BOARD TO RAFTER(END-NAILED) 2-]6d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE > D D D G D G > GLAZING-SECTION R308 ENGINEER ° ° " ° ° ° °. GARAGES AND CARPORTS-SECTION R309 u Simpson Strong-Tie ° d WALL FRAMING 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS MTS30C OR CS16 1'/a" G, EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R3]0 °, COILED STRAP ' n ° 2_ INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) .° AT EACH ROOF RAFTER D . '> �; 'p C . '> Z-\ TOY PLATE TO TOY PLATE(FACE-NAILED) 16d(SEE NOTE I) PER FOOT EXITS-SECTION R31 1 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE STAIRWAYS-SECTION 8312 1.7 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o• USE 8-16d NAILS AT ° G , ��� ° ° ^ ° TOY PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R3 12 SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. •@° EACH END <1 <I 4 4 STUD TO STUD(FACE-NAILED) 2-]6d 24"O.C. � � � 'n FOAM PLASTIC-SECTION R316 � ° HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ° <I C PROTECTION AGAINST DECAY-SECTION R317 ° D ° D TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R31 8 7,ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER ° SITE ADDRESS-SECTION R312 CREOSOTED. p D di 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320CONNECTION z ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH 4-16d PER 2x8 STUD FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION D n w BOTTOM PLATE TO FLOOR:JOIST,BANDJOIST, 2_16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED �r ENDJOIST OR BLOCKING(FACE-NAILED) DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. ONNE CTIONS Simpson Strong-Tic AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL FLOOR FRAMING MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED CS 16 1'/4"COILED STRAP- JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 16"O.C.USE 4-8d NAILS AT EACH STUD,WRAP 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE 16LES AND REGULATIONS OF UNDER SILL PLATE BRIDGING TO JOIST(TOE-NAILED) 2-Sd EACH END FOUNDATION NOTES: 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAP 1S 12" BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST COMPLETION OF THE JOB. • e NOTE: MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 00 STRAPS MAY BE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST J 2.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE ° • PLACED EITHER Lu LEDGER STRIP TO BEAM(PACE-NAILED) 3-16d EACH JOIST 2-I 3/a"X]J 7/8"MICROLAM GIRDER(OR 3'/i'X 11 7/8"POWER BEAM) SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. ° ° 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#]0 MESH AND VAPOR BARRIER 00 0 UNDER OR OVER JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • ' 0 SHEATHING X 30"X 12"DEEP POURED CONCRETE.COLUMN FOOTINGS,3000#TEST ° • 0 0 • 0 w BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,48"MINIMUM BURIED DEPTH 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ° ° ° 00 L FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE ENERGY CONSERVATION CONSTRUCTION CODE. L ' •L GLAZED AREA TO BE DOUBLE ° tP fv GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. • • ° z fv BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING • 0 e . . 0 w ROOF SHEATHING POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER J 5.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE ° • cv PROVIDE 3'/2"STEEL LALLY COLUMNS CODE'S MINIMUM STANDARDS. STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET • ° • ° BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL TI IE WALL HAS SUFFICIENT ° DIAGONAL BOARD SHEATHING STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ' e • ' ° ° BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR . ° , • • ° WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED "x6"OR 1"x8" 2-8d PER SUPPORT • � ' • ° � FLOORS-WFCM PRESCRIPTIVE METHOD ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF TIIE ENGINEER. ► ° 1"x10"OR WIDER 3-8d PER SUPPORT FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 00 ' e • '� ` 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE0 . • ' • , CEILING SHEATHING FLOOR CONSTRUCTION: INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, 0 ° . • 0 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ° ° • • 1 FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED � WALL SHEATHING FASTEN PER TABLE 3.1 WFCM UPLIFT-CONTINUOUS PATH CONNECTORS 0 0 ! v 2-2X6 ACQ SILL WITII COPPER TERMITE SHIELD AND SILL SEL (� ` STRUCTURAL PANELS Sd SEE TABLE 3.11 THIS SHEET FINISH FLOORS PER AGREEMENT USE SIMI'SON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD • � 1 X INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong-Tie ` FIREBOARD PANELS pLL WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED CONSTRUCTION CATALOG C-HW02 00 CS 16 1'/4"COILED STRAP- 7/16" 6d 3"EDGE/6"FIELD IN ACCORDANCE WITH TABLE 3.1 WFCM , 16"O.C.USE 4-8d NAILS m IX6 PINE FASCIA,WRAP ANCHOR BOLTS IN FOUNDATION USE: i AT EACH STUD Jl j cfl 25/32" 8d 3"EDGE/6"FIELD OVERHANGS AS NOTED SSTB28 WITH BEARING PLATE,SEE FOUNDATION .� MIN OVERLAP 1S 27" (K V VINYL VEN'T'ED SOFFITS NOTES FOR SPACING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ALUMINUM GUTTERS AND LEADERS 0 r aUJ HARDBOARD 8d SEE TABLE 3.11 THIS SHEET SIDING:SEEELEVATIONS SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS C14�- TYVEK HOUSEWRAP LTP4 16"O.C_AT EXTERIOR PERIMETER PARTICLEBOARD PANELS Sd SEE TABLE 3.1 I THIS SHEET '/z"OSB SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE USE 4 8d NAILS AT EACH END DIAGONAL BOARD SHEATHING '/2"GYPSUM WALL BOARD mm 5/8"TYPE X GWB IN GARAGE GARAGE STUD TO GARAGE SILL PLATE USE: 1J-4 X 0 jQ I"x6"OR I"x8" 2-8d PER SUPPORT '/2"MR GWB IN WET AREAS SSP CONNECTOR AT 16"O.C. Q D � AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE USE 4 8d NAILS AT EACH END I�1 V Z co 1"x 10"OR WIDER 3-8d PER SUPPORT EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING Simpson Strong-Tie LIMITATIONS IN FIGURE R602.6 1)FOR BEARING WALLS AND FIGURE R602.6 2 CS 16 1'/4"COILED 1/2"SPACING BLOCKING A ll Cf� -�j ( ( ) RIM JOIST TO STUD CONNECTION USE: � O FLOOR SHEATHING FOR NON-BEARING WALLS. MTS 12, 16"O.C. STRAP WIN MIN 12" ALLOWS O 24"O.C.ALLOWS �-- 0 FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN Lu STRUCTURAL PANELS STUD INSTALLATION INSTALLATION ; I"OR LESS 8d 6"EDGE/12"FIELD ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FLOOR TO FLOOR CONNECTION USE: SIDEWALL v/ ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) MSTA 36, 16"O.C. 7 IL GREATERTHAN 1" 10d 6"EDGE/6"FIELD FASTENERS PER SHINGLE(SECTION R905.6) USE 4 8d NAILS AT EACH END ' - UNDERLAYMENT APPLICATION(SECTION R905.2.7) FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. DIAGONAL BOARD SHEATHING FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) USE 4 8d NAILS AT EACH END ENDWALL O --� UNITS HORIZONTAL(17-PERCENT SLOPE), ' 1"x6"OR I"x8" 2-8d PER SUPPORT UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS RAFTER TO STUD CONNECTION USE: HOLDDOWN O ° HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT MTS 12,EACH ROOF RAFTER (HDU5) O CORNER STUD ° ENCxINEER: I"x 10"OR WIDER 3-8d PER SUPPORT SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. CONNECTED TO USE 8 16d NAILS AT EACH END OF r- ^I APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL, ° TRANSFER SHEAR0 _l\ I 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE_ WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY RAFTER TO RIDGE TO RAFTER CONNECTION USE: ° O 2-16d �P �Y T, 3 O IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, TO HOLD IN PLACE. NAIL AT 1MON G) (� 'p CS20 USE 8-8d NAILS IN EACH END '�s� � NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, STARTING AT THE SAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF ° HOLDDOWN NAILS AT 1 i0"O.C. ! AT EACH ROOF RAFTER ° SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), (HDU5) O • ,��• ?J AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE: n �� W 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS PBS44A FOR EACH POST-USE 14- 16d NAILS 2-16d COMMON ® CORNER STUD -7- NAILS �'' 1i1 SHALL BE PERMITTED TO BE REDUCED TO I-I 6d NAIL PER FOOT. ICE PROTECTION(SECTION R 905.2.7.1) DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR CONNECTIONS- NAILS AT 6"O.C. ° CONNECTED TOr ° TRANSFER SHEAR UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) PC44 FOR EACH POST 10 34 FLASHING(SECTION R 905.2.8) CANTILEVER CONDITION SS01 CHIMNEY'S AND FIRESPACES-CHAPTER 10 GIRDER TO DECK JOIST CONNECTION USE: ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT MTS 12 @ EACH JOIST JEFFREY T. BUTLER, P.E. TABLE 3.11 (WFC'M HIGH WIND EDITION) MECHANICAL-CHAPTER 12 (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO DECK USE: WALL SIIEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS HEATING AND COOLING EQUIPMENT-CHAPTER 14 2-AC4 -USE 14- 16d NAILS Q EXHAUST SYSTEMS-CHAPTER 15 1 3/4"MINIMUM BP DUCT SYSTEMS-CHAPTER 16 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING COMBUSTION AIR-CHAPTER 17 USE 14- 16d NAILS SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS CHIMNEYS AND VENTS-CHAPTER 18 HOLD DOWN BRACKETS AT SHEAR WALL CORNERS U o (SEE NOTE I) (INCFIES,O.C.) (SEE NOTE 3) (INCHES,O.C.) PLUMBING-PARTVII PORCH ROOF RAFTER TO GIRDER USE: MTs 12 AT EACH ROOF RAFTER AND WINDOW AND DOOR OPENINGS E 6 o Q w 0 W v I- z �t (FLOOR TO FLOOR&FLOOR TO } �/ c'', u p 4'EDGE ZONE 16 F ]2(SEE NOTE 2) FOUNDATION;WFCM FIGURE 3.8a& 3.8b) W - r (3 to E 6 Simpson Strong-Tie INTERIOR ZONE 16 U210 2X6Z M ° F 12 4-1 Od x l l/2"AT EACH RAFTER t 4 RIDGE TENSION STRAY O 111 � 0 n m d La � E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10 (WFCM HIGH WIND EDITION) Simpson Strong Tie F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 1 e d AC4 CS20 USE 8-8d NAILS O V u 0 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: r AT EACH POST IN EACH END AT U 0 U 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER Q N # REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER ° o -1 F- {- SEE PLAN 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS _J d 4 0 u MEMBERS WITH G20.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE]) (INCHES,O.C.) / I •' QIL BE REDUCED TO 6 INCHES O.C. O O (SEE NOTE 3) (INCHES,O.C.) 4 LL r, E 6d w 6i 4'PERIMETER EDGE ZONE 16 L (n cD F 6 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED .• FOR COMMON NAILS. E 6 Simpson Strong-Tie O l 6 O N INTERIOR ZONE U210 2X6 RAFTER F 12(SEE NOTE 2) AT EACH CEILING JOIST E 4 4-1 Od x 1 1/2" O z 4 • 0 J w TABLE 3.2B (WFCM HIGH WIND EDITION-2015) GABLE ENDWALL RAKE AND RAKE TRUSS F 4 d •q 0 O u SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(1N.) , d F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR � JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACII d d AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF TIIE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. y O LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS Simpson Strong-Tie 2"MINIMUM 'L WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. �� U210 2X6 SIDECOVER PAGE &AT EACH DECK/PORCH JOIST ••ti'�• RIDGE LATERAL AND SHEAR LOADS l-3 STORY 31 48 Simpson Strong-Ti e Simpson Strong-Tie 3.TABULATED 61NCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-1 Od x 1 1/2" WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH/DECK SSTB28 WITH BP L AT EACH POST FOOTING TENSION-STRAP Q r 4. 4 INCH O.C.NAIL SPACING ASSUMES DETAIL NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL WITH G>0.9E FOR FRAMING MEMBERS WITH 0.42<G 0.49,�THE NAIL SPACINGS SHALLBEREDUCED OI3 INCHES BO.C. ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS - - - LEDGER CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.F., P.C. When sheathingthickness exceeds 7/8", Plate nail-16d Floor panel nail-8d 0.131"x 2-1/2" IRC 502-7 requires lateral Load bearing a shear wall above (0.135"x 3-112")at p ( ) q INTERMEDIATE BEARING trim sheathing tongue at rim board at 6"on-center restraint(blocking)at all (must stack over wall below) JOIST DETAILS 2x stud wall 12"oote ( 9) NO LOAD BEARING WALL ABOVE Load bearing or shear wall Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall required each at 16"on-center* at 16"on-center Web Stiffeners required each Seismic Design below when resent Plate nail q q g Web stiffeners required present) side at A2W side at A3.4W Categories D0,D1,and Blocking panel Floor panel nail-8d(0.131"x 2-1/2") 9 p each side at B3W Blocking panel at 6"on-center* diaphragm.tstrengthen the floor kking panel Attach panel 11/4"TimberStrand®LSL rim board.* 2x4 minimum Web Stiffeners required per code or squash blocks each side at A3,_W specification Rim-to-joist 1-1/4"TimberStrand 12onilcenOter0.131"x 3") B1 B1 Wnail 1-1/8"rim board.Toe nail When sheathing thickness min. d thicker than 1 3/4" tifi 1 Web stiffeners required on Toe nail Toe nail-1od(0.131"x 3") exceeds 7/8",trim sheathing ®Joist to rim board with one 10d(0.128"x3") -� ach side of both joist ends Web stiffeners at 6"on-center* tongue at rim board nail.Top nail from TJI®joist into rim board. t B4W -Connect corner with four 10d(0.128"x3")nails.Toe nail from required each side TJI®rim joist at B1W and B2W Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d (0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End of joists at centerline side at Al W Top nail from TJI joist into rim board. B2 B2W required with shear walls B3 B3W required with shear walls above of support Al Al A2 A2W joist bearing at ends. *See iLevel TJI ®Joist S ecifier's Guide, #TJ-4000, O above or below-see detail or below(See detail B1) B4 B4W -Connect corner with four 10d(0.128"x3")nails.Toe nail from p O O O O O O O per A3 detail. and iLevel® Rim Board S ecifier's Guide #TJ-8000 B1 Attach rim joist p side of parallel closure Into rim board A3.4 A3.4 p • J A3 A3.1 A3.2 A3.3 * p Conventional construction code minimum for use with W for additional installation specifications and A3 only. See the iLevel TJI s Specifier's Guide, applications. A3W A3..1 @A3.2 A3.3 #TJ-4000, and the iLevel ® Rim Board Specifier's Guide, #TJ-8000, for A3.1-A3.3 installation specifications and 11;4"TimberStrand ®LSL or iLevel c 1+Ie"rim Blocking Nail through 2x_cantilever,wood backer applications. 6'-0"length of TJI®joist 8"diameter maximum hole for board.Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand®LSL or iLevelU 1-1/8"rim board. at top and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" block.Use 4'-0"length panels;6"diameter maximum Nail with 10d(0.131"x 3")nails, with connections a uivalent to floor panel on-center,clinched.Use 8"diameter maximum hole for with 9-1/2"and 11-7/8" for blocking panels 9-1/2"deep one each at to and bottom flange. schedule. 16d(0.135"x 3-1/2")nails with Web stiffeners 11-7/8"-16"dee blocking 4'-0"length of 8' diameter maximum hole for p 9 Attach reinforcement to 3-1/2"TJI®joist p g 3/4"reinforcement on 11-7/8"-16"dee blocking TJI®joists. D shorter than 12"long. 1 1 Load from above required both panels;6"diameter maximum for p g joist with one Sd(0.131"x 2 h")nail at each corner flange widths q p one side at E2,both panels;6"diameter maximum Do not cut flanges. Attach reinforcement to joist sides at E1W blocking panels 9-112"deep or with onP 8d(0.131"x 2-1/2") Horizontal blocking panels shorter than 12"long. sides at E3 for blocking panels 9-1/2"deep 1-1/4"TimberStrand LSL or ' or shorter than 12"long. nail at each corner between each joist.Nail to top F1 applies to Do not cut flanges. iLevel®11/8"rim board.Nail with late with connections cit +h Do not cut flanges. E5 p uniformly 10d(0.131"x 3')nails,one each z equivalent to floor panel loaded joists O • 1-1/4"TimberStrand®LSL at top and bottom flange. 12"length of 3/4" schedule. � J or iLevel®1118"rim board. reinforcement on one only. ') Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood �� ��` ►i nails,one each at top and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer s bottom flange. (0.148"x 3")nails at 6"on blocking between E7 one side at E7,both i`�es t cap`\oaa center,clinched.Use 2 rows each joist O sides at E8 �° ���e,I �`tiott�` 2x4 minimumAttach reinforcement to ,LO with 9-1/2"and 11-718" F1 ca �9�t` `\0 squash blocks joist flange with 8d addt` TJI®joists. Liss than 5" Less than 5" �e p (0.131"x 2-1/2")nails at 1-1/4"TimberStrand®LSL or 2 ����, 6"on-center.When E4 E6 E8 Use 2x4 minimum squash blocks Face grain a� O Not for use with 3 t�"TJI®joist flange widths O CS iLevel©1-1/8"rim board.Nail with reinforcing both sides, z J g to transfer load around TJI®joist horizontal O 10d(0.131"x 3")nails,one each at O O Gap*: stagger nails. E1 E1W top and bottom flange. E2 E3 L WEB STIFFENER ATTACHMENT O EXTERIOR DECK ATTACHMENT R Option 41: iforTJ 0 � 1'84 minimum maximum W 2�"maximum � TJIO Joist blocking with end Q Structural exterior sheathing Apply subfloor blocks installed at 1/3 joist-span locations using 560,560D, } adhesive fo all two 8d(0.113"x 2-1/2")nails or s47 joist) WLKeb stiffener each side. * N Filler block: Attach with ten 10d(0.128"x 3")nails,clinched. Flashing Contact slfrfaces 2-1/2"screws,typical See sizes below. With point load from above ,i install web Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" r stiffener tight to top flange(gap at bottom o TJI®joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. �� i Tight fit* flange)when there is no support below. T Hanger height must greater than 16". ) p Maximum 114"overhang Treated o`yLsPr be a minimum of 9 2x-ledger + Backer block: Install tight permitted at beam. � �� Depth Minimum Web Nailing Requirements w 60%ofjoist depth to to mount(tight to pTJI Joist Series p Number Nails ro p ( g 1-114"TimberStrand®LSL or (in.) Stiffener Size Type bottom flange with face See fastener End Intermediate g iLevel®1-118"rim board. mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" with ten 10d 0.128"x 3" r 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 8d ( ) pp 9 J 314' x 2-5/16" Top nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2+h") mount possible. screws per joist,typical s31 &s33 All 1"x 2-5/16" 3 3 hanger p Ilowable Load!Factored Resistance lbs Backer block Fastener -1/4"TimberStrand® iLevel®1-118" 16d Face Option#3: 560&s47 All 2x4 hmount anger both sides i f web with LSL rim board rim board Directly applied ceiling 181, (0.135"x 3+h') 4 4 single TJI®joist 318"la bolt 400/630 N.A./N.A. 1/2"la bolt 475/750 400/575 (1) Web stiffeners required if sides of 1 This factored resistance is with a 3/8" a between the rim board When specified on the layout one of 560D 20 2x4 16d + „ 5 5 q ( ) gap PB1 W 22" (0.135"x 3 h) 6 11 ` With top mount hangers,backer block required LA v H1 hanger do not laterally support at H2 H3 O and deck ledger the above bracing options is required 24" 6 13 O O only for downward loads exceeding 250 lbs or least 48"of TJI v joist top flange -Allowable load determined in accordance with AC 124. for Uplift Conditions. -Corrosion-resistant fasteners required for wet-service applications. OL '-1 FASTENING of FLOOR PANELS X BEAM and CO L.0 M N DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES TJI v(+) Rim Board i-112" TJI a Joists 1 110 210 230 or 360 560 Nail Size 110,210, 360 and iLevel® 1.1/4" TimberStrand®LSL Atic;cllam a Parallam a 9-112"or 9-1/2"or 14"or 9-112"or 14"or 18"or 14"or 18"or , � 0) and 230 560 11/8" imberStrandOLSL or wider LVL PSL Depth 14 1.718 BEARING FOR DOOR BEAM TO BEAM BEARING AT 11-71a" 11-71s" 1s" 11-71s" 1s" zo'• 16" zo" LU BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.131"x 2 +y") 4" 3" 6" 4" 3" 3" 3" Filler Block (+) 2x6 2x8 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 2x12+1/2" Two Two Two O U 1-114"TimberStrand®LSL or Strap per code if top ad(0.148"x 3" ),12d(0.148"x 3 1+4") 4" 4" 6" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 r �i 111 iLevel®1-1/8"rim board or late is not continuous + " 6" 6" 16" 6": 6"2 g' 6" Cantilever 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+112" 2x10+1/2" N p 16d(0.162"x 3 iz ) 1 1 O Not t- 1 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable Y blocking for lateral support over header applicable pp jK (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger naris when using 4"on-center spacing and maintain 318"joist (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. ��--- m Backer Block (+) (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). (Detail F1 5/8"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 2x12 Q . Recommended nailing is 12"on-center in field and 6"on-center alongg panel edge. 14 a.sta les ma be subOLuted for 8d 0.113"x or H2 Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")naps if minimum penetration of 1(into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; Q D O Top above. TJI®joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for % 11.) co LL mount ! backer blocks and 24"minimum for filler blocks). z LI_ hanger Protect untreated • iLevel recommends using a non-polyurethane subfloor adhesive on all contact points to Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"on-center hanger forTJl®joists. Column contact with • Nailing rows must be offset at least 1/2"and staggered. Joists must be laterally supported at Q cv L1 L2 L3 See current iLevel® literature L4 concrete cantilever and end bearings by blocking 1.�. for framing connectors panels,hangers,or direct attachment to (1/ a rim board or rim joist. 1L MULTIPLE MEMBER Silent Floor®joist framing U_ Safety bracing(1x4 CONNECTIONS FOR TOP-LOADED BEAMS (1) does not require bridging or minimum)at 8'on-center(6'on- Ei center for TJI ® 110 Joists)and 1-314"-Wide Pieces: mid-span blocking extended to a braced end wall. o Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ENGINEER: o Minirrum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two 8d(0.113"x 21/2")nails for 14"and deeper beams ELEVATED minimum If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE DO NOT bevel cut (see WARNING). N 0 BEARING AT nails,the number of nailing rows may be COLUMN CAP joist Al HZ �'�Q ,�Y T. y O ,P COLUMN reduced by one. beyond inside face Rim board Q � T of wall. E2 joint between joists Its 3-1/2"-Wide Pieces: DO NOT overhang Beat cuts r. �.�� • � • o Minimum of 2 rows 1/2"bolts at on beams beyond the inside 0 tI , LU 24"o.c.staggered • A3 Z i• face of support member, m � � (1)Load must be applied evenly across entire � ` '"•: ��� �`" '='`3 beam width.Otherwise,use connections for t''}''° •" 349 A side-loaded beams. Verify column capacity 'Optional CS ��FESSIONP Oand beam bearing Additional nailing or bolting maybe O O O non-shrink TJI®rim joist JEFFREY T. BUTLER, P.E. L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout iLevel a literature. beams. Refer to current product literature. L3 p til O A2 1114"TimberStrand®LSL or iLevel(D 11/8"rim board. (,U O -, TJI®JOIST NAILING REQUIREMENTS at BEARING B1 L1 Z o ' TJI®Joist to Bearing Plate Squa h Blocks to TJI®Joist (Load bearing wall above) LU H1 1-1/4"TimberStrand®LSL or B2 O v iLevel®1-1/8"rim board. One 10d(0.128"x 3") 111 V r' 3 � nail into each flange L5 B3 LLI _} (Y 1.1U One 8d(0.113"x 2-1/2") (K a nail each side.Drive r O r Q nails at an angle at least O Q m z 1-1/2"from end. 0useINSTALLATION TIPS B'1 or B2 at O LU z a U 1-3/4"minimum bearing at end Also see detail B2 Subfloor adhesive will improve floor intermediate bearings V LU 13 13 support;3-1/2'minimum at performance,but may not be required. With load bearing or Q U O intermediate support End of joists shear wal I from above # Shear transfer.Connections equivalent to Squash blocks and blocking panels carry at centerline O -p i- froor panel nailing schedule stacked vertical loads(details 31 and B2). of support Braced end wall- Packing out the web of a TJI �,joist(with web see note 3 under 0 - ( H H Y Rim to TJI ®Joist WARNING d Q U 13 O stiffeners)is not a substitute for squash blocks LLI � � O 1-114"TimberStrand ®LSL or blocking panels. H1 U) L 0 3-1/2"wide TJI ®rim or iLevel ®1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing O O N - or 13/4"wide TJI O rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width o n- p O One i Od(0.128"x 3")nail nails,one each side • - of the wall for plumbing or HVAC. o into each flange of TJID joist flange O +- 4 2-1/16"-2-5/16"wide TJI® Additional joist at plumbing drop(see detail). Q" z rim joist: One 16d(0.135"x 3 1/2"wide TJI© O a;: Q 3-1/2")nail into each flange rim joist •a '" OLA Exterior u w n 1�4"minimum bearing =• *• o Locate rim board joint between joists. Top View Deck D Structural Attachment DO NOT use sawn BEAM ATTACHMENT at BEARING o sheathing lumber for rim O board or blocking, 1-1/4"TimberStrand®LSL or CD as It may shrink iLevel®1-118"rim board. Shifted Additional o after installation. , joist Plumbing drop joist Protect untreated O Use only PAGE • wood from direct See contact with 1-1/2"knockouts at O H3 ALLOWABLE engineered concrete approximately 12" HOLES lumber. Drive nails at an See framing plan(if applicable) on-center One 10d(0.128"x 3")nail angle to minimize or iLevel®Framer's Pocket O each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face from end of wall or beam 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.C.