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Home My WebLink About43671-Z 01004 VIA Town of Southold 8/3/2020 P.O.Box 1179 � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41307 Date: 8/3/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 260 Reeve Rd, Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-345.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2019 pursuant to which Building Permit No. 43671 dated 4/25/2019 , was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front porch and attached two car garage as applied for. The certificate is issued to Modern Age Home Builders LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0011 3/2/2020 ELECTRICAL CERTIFICATE NO. 43671 2/4/2020 PLUMBERS CERTIFICATION DATED 6/30/2020 fj arles Sandirs r t e ignature �s�ol�co TOWN OF SOUTHOLD ago BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 43671 Date: 4/25/2019 Permission is hereby granted to: Drum, Mary 2615EMill Rd Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 260 Reeve Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-15.1 Pursuant to application dated 4/1/2019 and approved by the Building Inspector. To expire on 10/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,885.20 CO -NEW DWELLING $50.00 Total: $1,935.20 BuiIdin ector 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. L-2— 7 ' g New Construction: Old or Pre-existing Building: (check one Location of Property: �LQy z� P O Cud House N Street Hamlet Owner or Owners of Property: at Suffolk County Tax Map No 1000, Section ` 00 Block Lot r S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:_P�f Health Dept. Approval: 0 �� co» Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate: (check one) Fee Submitted: $ 0 Applica Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at �J �1 (Print property owner's name) (Mailing Address) J14e )�. J/�� do hereby authorize J�I . �� (Agent) to apply on my behalf to the Southold Building Department. (Owne 's Signature ( ate) i (Print Owner's Name) i 1 i • OF SO(/rg®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 MUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* Modern Age Home Builders LLC Address: 260 Reeve Rd city Mattituck st. NY zip: 11952 Building Permit#. 43671 Section- 100 Block 3 Lot. 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA Puccio Electric License No. 4806-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st 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 57 Ceding Fixtures 12 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt 4 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Bath Exhaust Fan 3 Pumps Transformer Appliances Dryer Recpt 30A 4'LED4 Time Clocks Disconnect Switches 37 Twist Lock 2'LED 5 Combo SD/CO 3 Other Equipment, Fridge,DW, W/D, Hood, Gas Oven, Remote Exhaust in Attic Notes. New House and Garage Inspector Signature: is Date: February 4, 2020 S Devlin-Cert Electrical Compliance Form As So Town HIM Annex Telephone(631)765-1802 54375 Main[tout! Fax(631)765.9502 P.O.Box 1179 Southold,NY 11971-0959 O �� BUILDING DEPARTMENT TOWN OF SOUTHOLD D C (9 d` G J U L 2 0 2020 crxT>1r� caT>< orr Dli1MTi*IIVG DEPT. 3",,",?THOLD Dwc:____� 3o A0 Building Permit No. -z �J Owner: Mq►'�' �Ltw�-- (Please print) Plumber: Choy,Ile S S?g ri de.r:5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P,1 lnbers Signature) Sworn to before me this_ G ~ day of 20 u'i: C0M<k�6O Notary Public, �f.� l I�— County � 4r O •BIC ��. i v.. / f lop / , Y ✓ / / / SOF 50(¢4, TOWN OF SOUTHOLD BUILDING DEPT. °`ycoutim,N�' 765-1602 �- INSPE7ROUCG, ON [ ] FOUNDATION 1ST H PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l riv QMV7 U( -I) o=v V✓1 A WeLl" (D f 1 � pivpt�ZA- DATE INSPECTOR �Of SOUIy 7 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE PJ INSPECTOR ` OF So//T TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING RE RKS. v\A (497/ 0 14 -V TIAN DATE INSPECTOR I o�aOF SOUI,y� f # TOWN OF-SOUTHOL-D-BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLRG. [ ] 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: AeD %�j VA J'jMtAVb A- 4ww&lu ��eA, f-xw*� 0 1 �fg SQOAIAY-� low Ar, emwo W(, MW MA , DATE INSPECTOR SOUIyOIo L,1 Z/ 7 I '� /,,O �vp # # TOWN OF SOUTHOLD-BUILDING DEPT. 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) souse �- [ ] CODE VIOLATION [( ] PRE C/O ACA4f, REMARKS: l �- - af2 - _s� 1 . 3 / 02 DATE I lZt zo INSPECTOR OF 50UlyO� 6 I Q �,;.► �D # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [-- ] =FOUNDATI.ON-2ND. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ]r FIRE-SAFETY INSPECTION S [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �• y -Eo DATE , r 2p INSPECTOR hO�aOF SOUTy06 # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ND [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - w1 fiQ%t4i irn C"o I DiewA ell- Ain/ (KQ&, W*X W�� 4 Won IV v " 4-t,- 404mt ® v) a DATE INSPECTOR Home Energy ating Certifica Property HERS New Home 1000-100-3-15.1 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Modern Age Homebuilders, LLC Rating Date: 2020-07-11 Rating Number: 2019_001 260 Reeve Road Registry ID: 806848477 Mattituck, NY 11952 Estimated Annual Energy Cost HERS Index: 51 Efficient Home Comparison: 49% Better Use MMBtu Cost Percent Heating 46.1 $1481 40% General information Cooling 2.2 $133 4% Conditioned Area 3516 sq. ft. House Type Single-family detached Hot Water 14.1 $328 9% Conditioned Volume 36029 cubic ft. Foundation Conditioned basement Lights/Appliances 28.3 $1599 43% Bedrooms 4 Photovoltaics -0.0 $-0 -o% Service Charges $151 4% Mechanical Systems Features Total 90.7 $3692 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. ECCC New York State 2016 Ventilation System Balanced: ERV, 110 cfm, 96.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features ' Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.320ZIr Above Grade Walls R-20.0 Infiltration Rate Htg: 1127 Clg: 1127 CFM50 4a C� Foundation Walls R-11.0 Method Blower door Jerry ru D'Amaro Engineering Lights and Appliance Features 20 Mariposa Lane �+ Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 84.8 Clothes Dryer Fuel Electric 631-878-7808 Refrigerator (kWh/yr) 615 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: d REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 01985-2019 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. New York State Wentia I Building En,e-rgy Standards "This_certificate is f®r:projgcts with;perrnits applied f®r-aftee' Decerr�ber.2�; 2010:.° _ _ 260 Reeve Road,Mattitucl�NY 11952 Project Description Property (Street,Town,ZIP Code) ® , Single family Long Island Power Authority, managed by PSEG ❑ Multifamily Electric utility serving t�ni's address ❑ Addition 0 Log Home Marcia 2019 June 2020 Foundation Type construction START Date Construction FINISH Date 9 Basement ❑ _Slab on Grade 1 3 (includes bsmt) 3,516 4 ❑ Crawl Space ni s #Stories it Conaitioneaq.Ft. WE-e-d—rooms R- 11 Basement/Crawl Space Walls _Depth of Basement Insulation(ft) R- 39 Sloped Ceilings R- 0 Under Slab(at grade)* R- 30 Floors over Unheated Spaces R- 39 Flat Ceilings R- 0 Perimeter Slab Edge(at grade)* R- 20 Above-Grade Walls U-N/A Skylights 0 NFRC 0 Default U-0.30 Window's 11 NFRC ❑Default U-0.23 Doors D NFRC ❑Default Note:NFRC means the U-factor found on the manufacturer's label.Default values are used if the product is missing a manufacturer's label.In this case,Default U-factor shall be determined in accordance with Tables 303.1.3(1)and 303.1.3(2)of the 2010 ECCCNYS. Equipment Sizing: Heating and cooling equipment s' a er AC Manual"J V ®Yes ❑No Building Envelope complies with: ®Section 402.4.2.1 Test Resu .33 AC%o R ❑Section 402.4.2.2,Table 40 4.2(ATI applic le r dV�isio s have been,inspected and verified) Central Air Conditioning Efficiency: 15.1 % D SEER Ventilation System: 0 Exhaust ❑Supply 0 Balanced Ventilation Air Flow: 110 efm% ©Rated 13 Measured OTHER ENERGY FEATURES: Set continuous ventilation tuner to 60 minutes every hour(continuous). Code-Compliance Method Used: Prescriptive method. ❑NY REScheck Maximum UA: Your UA: ❑Book(see:Chapter 4 of the 2010 ECCCNYS) Software Total UA alternative method. ®Home Energy Rating _ Rating Score:Index 51 Rated by: .Terry 19°Aanaro in REScheck(see:www.energycodes.gov/rescheck for the New York Version) Note:For further instructions on Code Compliance Methods,sedr1he Department of State Energy Code website at www.dos.ny.gov/dcealenergy_serv.html.Compliance paths are codified in the 2010 ECCCNYS,Section 101.5. ,I certify to (Owner)that the above information is correct and that the premises listed HAVE been constructed in accordance with the NYS Energy Conservation Construction code. Signature Company Name Print Name Phone Number Date See 2010 ECCCNYS, Chapter 4 Section-401.3 for visibility and placement requirements for this certificate. *Slab edge and underslab insulation is not required when the slab is>2'0"below finished grade in CDZ 4&5 and >4'0"below finished grade in CDZ 6. �f PA Long Island Pointer Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 260 Reeve Road City: Mattituck Builder Name: Modern Age Homebuilders, LLC Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: June 11, 2020 Outdoors Temp During Test: 74 OF CAZ Depressurization 1lTOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.1 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.1 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. :•Ja H¢attng System Primary: Yes ✓ No_ Tvne: Furnace ✓ Boiler_Heat Pump_Other E aciei: I Fuel a 2" Venting Type g -Draftu- Sin Ilage Sin/lige , CO`; - - 'CO Crrdle•T"e Pascal (Worst Case j aturdl; orsFCase atural Rating: N P✓ O_E N V_M_S✓ - Pa Pass ✓ Fail_ Pass,, Fail_ - PPM - PPM �d'ateYldeater. `V Primary: Yes ✓ Tom: Standard Tank Indirect Tan1dess Size: 50 Style Common Vent❑ No _ Instantaneous Commercial (See Note 5 below) (Gallons) a Stand Alone E acien 'S`? Fuel'Tvpe Z< V. titiz,npe'3 Dra t. = ilia`e . Snillage`(Naturdl) 'CO,_ :;'CO (Circle Type) (Pascal), °(Worse Case) (Worse Case) (Ndtural) , EF: N P %10_E_ N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes '' No Oven CO 21 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro A Rater Number: 2614397 Rater Signature: Date: July 13, 2020 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 -R&Rate - Residential Energy Analysis and Rating Software 05.7 New Y®rk Compflance cerdflocate Project Title: New Home 1000-100-3-15.1 Proaected Benne., Based on Naas - Field Confirmation Required. Report Date 2019-01-25 Data Filename 2019_001 260 Reeve Rd.P.CC.blg Energy Code 2015 IECC as amended by the 2016 Supplement to the New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS'Rater 260 Reeve Road Mary S. Drum Modem Age Homebuilding, LLC DAmaro Engineering Mattituck, NY 11952 260 Reeve Road 15 Frowein Road, Suite F-3 Jerry DAmaro Mattituck, NY 11952 Center Moriches, NY 11934 Certification#2614397 631-909-7115 631-878-7808 Building Information - Conditioned Area (sq ft) 3491 Conditioned Volume (cubic ft) 35350 Insulated Shell Area (sq ft) 6423 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the.project.will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass_ Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4690 Maximum UA 387, Your Home Energy Cost($/yr) 4715 Your Home UA 371 Better Than Code (Pert) 2.1% Better Than Code (UA) 4.2%- Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1152 39.0 0.0 40 Roof 2: R-19.5 SPF SA 28 19.5 0.0 2 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2175 15.0 5.0 122 AG Wall 2: R15,FG2,4-16 260 15.0 0.0 22 REM/Rate-Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of,energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v1.5.7 `� 3 Kew York C®mpHance Cardflocate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 Joist 1: Cond -> ambient 126 13.0 0.0 0 Joist 2: Cond -> garage 23 13.0 0.0 0 Joist 3: Cond -ambient 118 13.0 0.0 0 Joist 4: Cond -attic 33 13.0 0.0 0 Window 1: Door U:0.30, 5:0.32 40 0.300 12 Window 2: U:0.30, SHGC 0.32 SH 253 0.300 76 Door 1: PCH Front Door 40 0.230 0 Door 2: PCH Garage 18 0.150 0 Floors Over Ambient Floor 1: R30,FG2,X-16 30 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 927 0.0 11.0 54 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 3: U:0.27, SHGC 0.28 34 0.270 9 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 63.0 kBtuh, 95.0 AFUE. Water Heating: Conventional, Prop, 0.65 EF. Cooling: Air conditioner, 33.2 kBtuh, 15.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I S�C�C � c certify that the home listed above shall be built to meet or exceed all requirements of-the-M15 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name -Title Sig toe Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET, Standards. REAR/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 3 •R9WRate - Residential Energy Analysis and Rating Software v15.7 New 'vork Cam Bance CertIfIc to Name-Title Signatu Date l REM/Rate-Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder,Colorado. Page 3 of 3 ` BoUdIns Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modem,Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg _--_ e= - - ��-`..�"�.`;--�-.a-. . •'�.'-'-,� `.�.`.�,� `_ = _ -� -_ =fes Building Name New Home 1000-100-3-15.1 Owners Name Mary S. Drum Property Address 260 Reeve Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Modem Age Homebuilding, LLC Phone Number 631-909-7115 Email Address Peter@paracc.com Plan/Model Name Vanderbilt 2-L-S Cantilever Community/Development Sea-Aire Estates Permit Date/Number �:Organizatio•n�lriforrnatioii�;� � �� G r �- - �� - r �x. r,�.�;.��=�3�-�'�:_ ��:�: p .=�� Organization Name ' DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro - Rater's ID 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2019-01-25 Rating Type Projected Rating Reason for Rating New Home Rating Number 2019-001 REM/Rate-Residential Energy Analysis and Rating,Software v15.7, This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder,Colorado. Bufldns Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260-Reeve Road— 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg general Bui lding jnformation Area of Conditioned. Space(sq ft) 3491 Volume of Conditioned. Space 35350 Year Built 2019 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 126.0 7.8 6.3 1.5 0.058 0.086 to garage R-11 Paramount Cond->garage/gmd 22.7 7.8 6.3 1.5 0.059 0.086 * Uo Value Combo combines wall, airfilm, and soil path �olindation Wall=Lilil-ary Listuy`� � � Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity InsulatiowGrade- 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate- Residential Energy Analysis and Rating Software v1-5.7 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 14 r Building Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 ` RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern-Age-Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg �i:� '-'S'"�;'Y� -.'^.`1"�"Mz - c`.r"Y'�k-^"?^,•...�rj,.�.y �rb�;< - e "_ -u��=a=a+.� , „_.E�c.+ws -_ -j^aove - _ 'e"."1.'_ .fr .r{. ffi;�u F• .d .tie�n=W t Libra «1s Ins bottom 0.0 ft below grade Note JD, Blanket Wall �.t.• ala F.-4�.`� .�� Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade 1. ' Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1161 6.3 149, 149 0 ' M,,�-'.-�".`-'�^.=e;��' +"�"�"-�:.:,,-�.^'�=�:'-•t>.3,. �;...c�--�^7;sz�:.r'�?�•.:* �,�••�,- �:�.,,^ --,°a�'a.^t '=`�,�r,�'�.�,�'.:�'�' _-."�' -r�re'Y'.;^ _ .r,"�T:*�a;.,�,,.x.cx,,;.,,�;��. r s� - !• �-:.a.-„.,..�,..c,.,....�:...5�_:,.�.....w._.,:..�_..,....,,......»_,....,�.....=.:i.>'.-�.:_„�,�__..«}_...»"..._«..�-.....__�,�....�,..�-.ea.....�a...._..�>...s_...U..,,.��....,..,..�=z,.:4...._.s=..�ebr_...>_c....>...-..+-k.�,..�.»:..w-:.'s_.�e.�r'�..••..�.n:_S:�,..:;.a:.....,n,ai'u,.,F Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Stab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade• 1 Radiant Slab No Note JD ---_T*xa';m;8.,r a•.; r,�^,^---"�" - ,-°�.;"-..f"..�- - '."";'�. - - - e'";:�`v4"3;�: - ^r"'ns r-"Ik _ -�'•^1.�.' .�.";: - .a:�.... '-cT.�:n a s - - - - - -•IM's li - 4 Name� Library Entry Location Area(sq ft)� + Uo Value 2nd floor cant R30,FG2,X-16 Btwn cond It ambient 30 0.042 =F; c� �1 ,.rani - ' Floor: R30,FG2,X-16 Information From Quick Fill Screen f , Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness(in.) 9.3 Cavity Insulation Grade 2 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing(in oc-) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does'not constitute any warranty of energy costs or savings. 0'1985=2018 NORESCO, Boulder, Colorado. Page 3 of 14 H uUdng Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro, Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg } s„ iib raList Note A;ni and 6andiJ�istfi lnf�rmatia w Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 125.90 0.0 13.0 2.0 16.0 1 0.078 ambient FF to garage Cond > garage 22.70 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 118.30 0.0 13.0 2.0 16.0 1 0.078 ambient 2F to attic Cond -> attic 32.50 0.0 13.0 2.0 16.0 1 0.078 -bov5 =Grad Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond ->ambient Medium 2175.00 0.056 to garage/attic R15,FG2,4-16 Cond -> garage Medium 260.00 0.084 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 ; .. ;e�Wart;Lbra. -�ls s ve Grae6 ll Above-Grade Wall: R-20Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default)_ 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. O 1985-2018 NORESCO, Boulder, Colorado. Page 4 of 14 Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25-- Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New-Home 1000-100-3-15.1 Modern-Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg �• bove-Gr=ade=lNailTLibrai .�tist�.: �d,,:=��= � - �� . �-_=��<: .. ...,.Yatz:A ..-.c..s..>..,. -'�'..:•:s>'-.FL.a.r.�.:.a...n.:..�....a--..��.....w_..:1r.......o__..Ln.�,S.u.l:,x..:•�.:v..,�-s...'_..._d...=�...z.aa.......��.�:�e�..na .v:�.•^s;� � �.-�..v+„: Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5' Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Updated Grade II BH 10/24/05 ' Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (P-Value) 13.0 Frame Cavity Insulation Thickness(in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in). 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 - Framing Factor,- (default) 0.2300 Gypsum'Thickness (in) 0.0 - Note JD,2"closed-cell SPF+R-5 Rigid Foam '.�',-:4= - - w`ti#:' - - w:5"T +?w.`,s_ _ -..^-_'r_- :.,C�•_ -�-+itF:',.t.;« - -rr�- �.j.,, - 4 �� Overhang . Interior4 �� Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading D1• AGWatl 1 East 0.300 0.320 40.00 0.5 1.0 8.0 0.85 0.70 None None W2 AGWall 1 ' Southeast 0.300 0.320 10.00 0.5 1.0 6.0 0.85 0.70 None None W3 AGWall1 Northeast 0.300 0.320 10.00 0.5 1.0 6.0 0.85 0.70 None None W4 AGWall1 East 0.300 0.320 9.00 1.0 10.0 13.0 0.85 0.70 None None' W6 AGWall1 Northwes 0.300 0.320 20.00 4.0 0.5 5.5 0.85 0.70` None None W7 AGWall1 West 0.300 0:320 30.00 0.5 0.5 5.5 0.85 0.70 None None W8 AGWall1 Southwes 0.300 0.320 20.00 . 0.5 0.5 5.5 0.85 0.70 None None W9 AGWall1 North 0.300 0.320 15.00 0.5 10.0 15.0 0.85 0.70 None None REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information'does not'constitute any warranty of energy costs or.savings' ©1985-2018 NORESCO, Boulder,Colorado. Page 5 of 14 13UHdIng Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019001260 Reeve Rd.P.CC.btg - _ _ _ __ _ __ _ moi•% .r''t_ _ __ __ _ ` - F _ ;1' tiOl1 'l-`f0 Ci1�� old n _ Overhang Interior �r Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter. Summer I Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading 1A110 AGWaIt 1 North 0.300 0.320 15.00 0.5 10.0 15.0 0.85 0.70 None None W11 AGWall1 East 0.300 0.320 15.00 1.0- 1.0 6.0 0.85 0.70 None None W12 AGWall1 East 0.300 0.320 15.00 1.0 1.0 6.0 0.85 0.70 None None W13 AGWall1 South 0.300 0.320 9.00 0.5 5.0 8.0 0.85 0.70 None None W15 AGWatl1 Northwes 0.300 0.320 20.00 0.5 1.0 6.0 0.85 0.70 None None W16 AGWall1 West 0.300 0.320 30.00 0.5 1.0 6.0 0.85 0.70 None None W17 AGWall1 Southwes 0.300 0.320 20.00 0.5 1.0 6.0 0.85 0.70 None None W18 AGWall1 North 0.300 0.320 15.00 0.5 5.0 10.0 0.85 0.70 None None W19 FndWall1 East 0.270 0.280 11.30 1.0 18.0 21.0 0.85 0.70 None None W20 FndWall1 East 0.270 0.280 11.30 1.0 18.0 21.0 0.85 0.70 None None W21 FndWatt 1 North 0.270 0.280 11.30 1.0 20.0 23.0 0.85 0.70 None None re rvsy, f��)®or>Infprrrtat�oi=i� t , � � �. . �r�� __,. Y�_�.�.�.,;.-.v.��,��y.�xe_��,�_u��_�..._,..�_�.��____�._._ •.'.r `=�., Name Library Entry Wall Assignment Opaque Uo Value R-Value of Stone Door Area(sq ft) Opaque Area front PCH Front Door AGWalt 1 40.0 0.189 4.3 No to garage PCH Garage AGWatt 2 17.8 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No =•l --'f0 ITi� 1 - �r. -Name Library Ceiling yy- ice= Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1152.00 1300.00 Medium No Sealed 0.035 No No Attic over bays R-19.5 SPF 28.00 38.00 Medium No Sealed 0.061 No No SA Attic 'dam fLib y�ra .: Meiling: R-39 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. O 1985-2018 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property .Organization HERS Mary S. Drum DAmaro Engineering Projected'Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry D_ 'Amaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC' - 2019001260 Reeve Rd.P.CC.blg r=,t - - - 'L Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness(in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h,in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note „ JTD Ceiling: R-19.5 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) ' 0.0 Cavity Insulation (R-Value) 19.5 " Cavity Insulation Thickness(in) 3.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 5.5 Insulated Framing Spacing,(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD ,r REM/Rate- Residential Energy Analysis and Rating Software vi 5.7 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder,Colorado. Page 7 of 14 Bufldng Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RateriD:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg tilA+lectancat`Eq'uipment a:={{ Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 63.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 535 Eae Note Lennox EL195UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 Ri tPro =ST,5 Water Heater Type Conventional Fuel Type Propane Energy Factor 0.65 Recovery Efficiency 0.79 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD, AO Smith GDVT-50L, AHRI 7955210 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 j- t�oal;J® 15SEER, 3-12K REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information,does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder,Colorado. Page 8 of 14 Building Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019001260 Reeve Rd.P.CC.blg Mecha� icad: -;u •"'menu:' =� :.4. - - : _ System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 33.2 Seasonal Equipment Efficiency 15.0 SEER Sensible Heat Fraction (SHF) 0.78 Note JTD,Lennox,AHRI 7782663 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Eff>I a ncies` _ �;ct,f.S..A�,.....-.auv-w.......<,..,•.o.......h...,..w...s,..a......e�..wmae.c.i.�c...1.....,....eus..=.t.'c.:.•we..rzW.+..wuu...�u.e.orvma._.."ss+;u.. "_-...m.........:...:a,.........�..c-.u®.ww,....«':,�..s'.a..e...,r.t_'r..-'.'..v..a..uw..�.�w..»wvL:+=.t.�.;.'....•.u.�.....z:<w....,✓._.,...�.........i..2Y All bath faucets ft showers<=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) . Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false s DHW Diagnostics dhwGpd 50.47 peRatio 0.71 dishwasherGpd 2.41 clothesWasherHotWaterGPD 0.52 EDeff 0.94 ewaste 22.59 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis,and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings: © 1985-2018 NORESCO, Boulder,Colorado. Page 9 of 14 4 Bufld s Summary Property Organization . HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg Name main Conditioned Floor Area(sq ft) 3491.0 # of Returns 2 Heating System Prop Furn,63k,95%JD Cooling System JD,15 SEER,33.2K, Supply Duct Surface Area(sq ft) 706.9 Return Duct Surface Area(sq ft) 261.8 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Retum 0.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 135.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Test Exemptions IECC TRUE RESNET LtO FALSE ENERGY STAR LtO FALSE Type Location Percent Location _ R-Value supply Conditioned space 100.0 6.0 Return Conditioned space 100.0 6.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. O 1985-2018 NORESCO, Boulder, Colorado. Page 10 of 14 Rufldng Summary Property Organization HERS _ Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019_001 260 Reeve Rd.P.CC.blg �Infiltration�and�MecliatiicahVentilatioii` - - - : 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 Balanced Rate(cfm) 85 Adjusted Sensible Recovery Efficiency(%) 66.00 Adjusted Total Recovery Efficiency(%) 74.00 Hours per Day 24.0 Fan Power(watts) 80.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate— Residential Energy„Analysis and Rating Software v15.7; This information does not constitute any warranty of energy costs or savings. O 1985-2018 NORESCO, Boulder,Colorado. Page 11 of 14 BuRdng Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC 2019001260 Reeve Rd.P.CC.blg r L.igFits Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 647 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 268 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 151 IMEF 2.155 Capacity (CU.Ft) 3.310 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 12.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 75.0 Exterior LEDs% 0.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. O 1985-2018 NORESCO,,Boulder, Colorado. Page 12 of 14 * Bufldns Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modern Age Homebuilding, LLC - 2019001260 Reeve Rd.P.CC.blg „ a . �Fi"'.^ _ _ .ham^• _ F"^``c._-'„"^.-"^ _msa�..oy. ...n^»'H1- "- - __ `.L$` 'Yr ..� w.a- n� IECC Requirements Verified IECC 04 false Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 true Verified IECC MI false EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(National) Rater Field Checklist(National) HVAC Design Report HVAC Commissioning Checklist (optional) ENERGY STAR Version 3 Appliances Amount 'Refrigerators 1 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1161.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slabdnsulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate-,`Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. Page 13 of 14 BuINIng Summary Property Organization HERS Mary S. Drum DAmaro Engineering Projected Rating 260 Reeve Road 631-878-7808 2019-01-25 Mattituck, NY 11952 Jerry DAmaro Rating No:2019_001 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-100-3-15.1 Modem Age Homebuilding, LLC 2019001260 Reeve Rd.P.CC.blg .C►®EZero°._Enemy Ready�hlome 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. _ _ �i4CtlV6'.$OlcII'f �._�.....,_ �R- � .� .'Y e�� " � 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 v15.7 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 14 of 14 { r ZO,Y, OF -tow, 3 a�' J �f z 1 r h , -�-� ,�' •� ;� __: - Pte.. � � :. � J v f . •.y �, - 1� g�,.« .,max ' ,.�, r+'..- w �l. Y _ e, t ,y "w 1 1 • ' •• COIY=NTS -"T FOUNDATION (IST) I I f/, ^ uy� j�1 - • • L u.k�rel PLUMBINGf:% a �Awg _ • ,6-uAtTonowq�. r �L 7 INSULATION PER N. Y. 8TATE ENERGY CODE r ► u� y - �► � ' Win _ i -I 1 i , �' {_ -N6 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALi- - ' 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. Check Septic Form N.Y.S.D.E.C. N f� Trustees C.O.Application Flood Permit Examined ,204 Single&Separate; DRD a Truss Identification Form R Storm-Water Assessment Form ✓ APR - 1 2019 contact: Approved 20 Mail to: Disapproved a/c I➢�Ir''"'� �" Coy � 2'7 T® ®F s® fl: C�2,I— �7G —�Cog /� `- Phone: � Expiration pi ,20 (AV BuildYnWspector APPLICATION FOR BUILDING PERMIT Date 120—n— 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,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur f applicant or name,if a corporation) �J67W0 -,,D,/- C�raot,,WY (Mailing address of applicant) 117Z7 State whether app icant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (—maw(n s I (As on the tax roll of latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer), Builders License No. OD 2— Plumbers License No. V, qz- Electricians License No "9010 Other Trade's License No. 1. Location of land on w ' h proposedwPk will be done: C2 O GS e GZ��cL House Number Street Hamlet County Tax Map No. 1000 Section / 00 Block Lot L5 Aubdiviision Filed Map No. Lot j 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: i a. Existing use and occupancy VCk-CG1.r\,•j b. Intended use and occupancy j J ,f S 1 i 3. Nature of work (check which applicable): New Building ✓ Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost of s 0', 00o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /L 9- Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: 'Front A- Rear Depth Height Number of Stories 8. Dimensions of entire new/construction: Front l�1• �Q(p I Rear U I • U(2 Depth Height / , � Number of Stories i 9. Size of lot: Front Rear T 3. 35 —Depth— 2-70 _ 10. Date of Purchase 3 Name of Former Owner JN7-/T/ n 11. Zone or use district in which premises are situated —1 D j 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO /�v 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO /�v 14. Names of Owner ofpremisesmIChAG11 bCL.rr-ii Address Ma± PhoneNo.�._ Name of Architect 17, V A-Pro_co Address2 Phone No Name of Contractor -"z Mes Address 1 Phone No. �� • til 10 I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO u * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)He is theA-qe,-n+— j (Contractor,Agent,Corporate Officer,et of said owner or owners, and is duly authorized to perform or hava,perfq i -eikl�,e,4� said'�v rV an�d,to i-'N'j tis application;) that all statements contained in this application are true to the best of his knowledg e�and,biKief• nd\tlfdt 16 vr'ork will be performed in the manner set forth in the application filed therewith. S o ore me this �A ay of I 1 c Signa of App i'cant i o�gtlfPtJlc�G BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Ro P—Q 1 Southold, New York 119 'gip M U`� Telephone (631) 765-1802 - FAX ( 1) 765-9502 P-) roger. j ro er.richert town.south gra .0 nUG 2 3 2019 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Mcr� ?ucc►0 Date: Company Name: r?UICc i c) E ,e C.�n�r V. c. Name: 'RAccio License No.: ��g�_I..�` email: c Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: 1 A '1 Address: kc% Cross Street: Phone No.: (4501 Bldg.Permit#: �,lo.'ll email: Tax Map District: 1000 Section: 00 Block: 1-kLot: 0 BRIEF DESCRIPTION OF WORK(Please Print Clearly) tA<AA) SOC411G `lu Sk&XA%i w 1 a O� �►�? Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:@a-.) #Meters Old Meter# IFNew Servic - Fire Reconnect- Flood Reconnect- Service Reconnected - nderground - verhead # n erground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ob 82-Request for Inspection FormAs o O.i 64 *,dfFOl,rcoG$ BUILDING DEPARTMENT-Electrical Inspector C31 TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 yelp! �•a4! Telephone(631)765-1802-FAX(631)765-9502 - Temporary Certificate # Date Y 2 2019 Customer Name ,_A Ale f Electrician Name Mark 12&ceio Address2 6 Ove AAA/. oe Phone 0f8 e-mail e-mail Phone / / 7 L1 vael7 License# Lr8 06 _me Size GD A Phase__IOverhead Underground D _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is v for 9!/G-- r to above. Authorized by ----------------------------- -. —� __ --------- Scott A. Russell 01- STOR IMMAk TJEIR� SUPERVISOR � A �AGIEM)EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES 'Tl HS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No ❑"�3,A. Clearing, 'grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑WI3. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. PC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:IFD. Site preparation within 100 feet of wetlands, beach, bluff or coastal l erosion hazard area. ❑ME. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 13I�J 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 wiff your Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT PtI.- (Propperty Owner,Design Professional,Agent,Contractor.Other) n District NAVIfi. /SCBE _& �ot3f7—/ Section Block Lot 9r,� �� FOR BUILDING DEPARTMENT USEONLYContact In -7 I �V 1.�--� "dT—v.�a., C Reviewed By: 9 Date: Property Address/Location of Construction Work: — - - — —Management— — — — — — — — — — — — Approved for processing Building Permit. � j ham'_.= _ Stormwater agement Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT S.C.T.M. : 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — —t— 005 1 )N 0D 3 is 1 Stormwater Management Control Plan CHECK LIST NAME. Ad� ection Block Lot l S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pl—Ptmt .Tj Date: c! ' d PP P P P providing T �Ic The applicant must provide a Complete Explanation and/or Reason for not rovidin o in all Information that has been Required by the following Checklist! Ignalure elephone Numce, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries EROSION &SEDIMENT b. Total Site Acreage. 0 Shall include . c. Existing-Natural&Man Made Features within 500 L.F. q of the Site Boundary as required by§236-17(C)(2). N. Wire Backed Silt Feneing, stabilization & d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. osed ve soils. f. Existing& Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing& proposed structures,roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). ®00 Y1orK br k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). F=FF= m. Location of all proposed erosion&sediment control measures. ® 1t 1Csc�.i_ ft 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious Surfaces generated by a two(2")inch rainfall/storm event. SPECTIONS REQUIRED 3. Details&Sectional Drawings for stormwater practices are required for approval. ering at 65-1560 before Items requiring details shall include but not be limited to: BOX 1 ProvideEngineer's Certification a. Erosion&Sediment Controls. thdt the drainage has been installed to Code b. Construction Entrance & Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g infiltration basins,swales,etc.) **** FOR ENGINEE DEPAR ENT USE ONLY**** I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - — Stormwater Management Control Plan is Complete. _, ,Zr{_ I ® SMCP has been approved by the Engineering Department. )ate: � FORM * SWCP Check List-TOS MAY 2014 i Town Hall Annex ., Telephone(631)765-1802 54375 Main Road ► >. Fax(631)765-9502 P.O.Box 1179 , Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF F UTILIZATION OF TRUSS TYPE"CONSTRUCT'I.ON._PRE,-ENGINEERED- - WOOD CONSTRUCTIONsANL110R=TIMBER"CONSTRUCTION Date_ Own r: C�r1.P7101� Gl e-jO�C _X Location of Property: _C�uC r�_`Z-e 5e c • t -_.. 0��-- t` '(�Cl Please take notice that the (check applicable line): New commercial.or residential structure i Addition to existing commercial or residential structure _ Rehabilitation to an existing commercial or residential structure to be constructed or�performed at the subject property reference above will utilize (check applicable line): ' Truss'type construction (TT) Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line):" Floor framing, including girders and beams (F) ' Roof framing (R) Floor and roof framing (FR) Signature: Name (persn ubmitting ' form): p, 1C1 i kez Capacity(check applicable line): Owner Owner.representative-, TrussReg15.docx Effective 1/1/2015 - 611 .D 1AM 1ETE R 1 "I; REFLECTIVE WHITE t REFLECTIVE RED PANTONE #187 } r f S t k t ,i r- a /23Y STR'0,I S The construction type designation shall be 641"1 cali»I cc 1pI 61171or ccV» to indicate the construction classification of the structure under DES ONATI'00 S170ICTURAL, section 602 of the BCNYS - - - Com,PONIEW-ts THAT' ARt .OF TRU--$ TYPE, CON�STIRU�CTION - - t "F91 FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ROOF FRAlIl104G , BullFLOOR AND ROOF FRAMI'NG STANDARDS AND CODES Jennifer Leeds Land Use Expediting 134 Sequoia Drive Coram, New York 11727 631-879-2684 JenniferLeeds0255@gmail.com April 1, 2019 Connie Bunch Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold, NY 11971 Re: 260 Reese Road, Mattituck SCTM# 1000-100-3-15.1 Dear Connie: Enclosed herein you will find a resubmission of an application for new residential construction at the above mentioned location. The following is enclosed for your review: • Building Permit Application for a Single Family Dwelling • Owner's Authorization • Application for Certificate of Occupancy • Application for construction of a Septic Tank • Truss form • Proof of Workers Compensation, Disability and Liability Insurance • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit# R10-19-0011 • Survey of Property • 4 sets of Construction Plans with energy compliance/ RES check If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, JJ nnifer Le Jennifer Leeds Land Use Expediting 134 Sequoia Drive Coram, New York 11727 631-879-2684 JermiferLeeds0255@gmail.com June 10, 2019 Mr. Mike Verity Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold, NY 11971 Re: 260 Reese Road, Mattituck SCTM# 1000-100-3-15.1 Dear Mike: Enclosed herein you will find 2 original copies of the foundation location survey for the above mentioned property/permit#43671. 1 forwarded your V foundation inspection comments to the builder. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, fJnnifer Le n `5 UUP! 1 7 2019 Jennifer Leeds 134 Sequoia Drive Coram, New York 11727 631-879-2684 JenniferLeeds0255@gmail.com July 15, 2020 Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold, NY 11971 Re: 260 Reeve Road, Mattituck SCTM# 1000-100-3-15.1 Permit#43671 and#43672 Dear Connie: Enclosed herein you will find the following items for the Certificate of Occupancy: • Final Approval from the Suffolk County Dept. of Health Services • Solder Certification from the plumber • Copy of the Electrical Compliance for the house (original previously submitted) • Energy Compliance forms (3) • Electrical Certificate for swimming pool -c-u k-" -7--)J- — '(0 If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, ® ennifer L ds DD JUL 2 0 2020 BUMPING DEpT. i SUREY OF PROPERTY ,, d o �� LOT 1M-MAP OF i %� LOT 2-WOODED VACANT LAND N74°37'20" 270.00 SEAAIRE ESTATESLLJ FILED: FEB. 5, 1979-MAP#:6780 SITUATE DRAINAGE INSPECTIONS ARE REQUIRED ( 6'0XI21DP. `F%1 W —20.0'-qNAE LEACHING POOLI O r O❑POOL O MATTITUCK Contact TOS Engineering at 765-1560 bef re I LL d: 2o'MIN.--��P 1 t'` cr) EQUIP TOWN OF SOUTHOLD Backfill, OR Provide Engineer's Certification ° W `i;'M7�`�%SEP„CTA�K 0 W W . SUFFOLK COUNTY, N.Y. that the drainage has been installed to C de.i >, �;N'owELL Z CHIM N f0t1It Q EGRE TAX MAP NO.: 1000.100.03-015.001 155,0' = WIND EL Z., a W - w T- jV LOT AREA:40,274.63 S.F.(0.925 ACRES) w— "' W w PROPOSED p W ° u oCd D SINGLE FAMILY m J F O 3 17 IY p Y 0 DATE SURVEYED:DEC. 27,2018 �4 zsroRY n as a Z'9 m a < (n % z RESIDENCE " rc v°22 LOT 1-WOODED VACANT LA D ¢ O REVISED:JAN.21,2019 I $ FFLEGRE 3.S m61 O X +LE ELEVATIONS REFER TO NAVD89 ° 50 0 Z ........ .. 7 33 WIN EL N z 3 NO WETLANDS WITHIN 300'OF PROPERTY g m o GARAGE N W '••••...,• ¢ R40ZONING !. GFL-590 .............. .....1- I 62.0' 2267 _6110 PU1v{I'+ 5 UW GW E 70 BE REMOVED � ., In 0 I YNGc•.• (� TEST HOLE58 �N • E W OT TO SCALES w - - -- MCDONALD GEOSCIENCE - - - -- - - -- - - - -- --------- ------ --_ -- --- - - - - - N— --- - --- -- pp. DATE: 12-26-2018 ROSION &SEDIMENT CONTROLS` ° ROPOSFD••ORWEWA d OTOBFOUMOVEDN t- Shall include but not be limited to: .– '•�••• - _� •��___._.�.— GRADE ELEV. "• U o' well maintained Construction Entr nc , BROWN LOAM(OL) �' e Afire Backed Silt Fencing, stabilizatio & X� S72° 9'20"W eeding of exposed and/or inactive s ils� 4° 270.25 E DRAINA MENT BROWN SILT(MU 5' 1 57 TOWN OF SOUTHOLD D. rn MQN.FND. LOT COVERAGE RESIDENCE- PUBLIC WATER RESIDENCE PUBLIC WATER N 10, PALE BROWN FINE RESIDENCE=1960 S.F. TO MED.SAND(SP) POOL=800 S.F. N APPROVAL OF STORM TER MANAGEMENT TOTAL=2760 S.F.(6.8%) I M CONTR L P N TO n de Ch p r 3 15' ROOF DRAINAGE CALCULATION: I� Date, Z[1 I � 0 960 S.F.) (S"/HOUR)=490 CU61 FEET REQUIRED i 17' PROVIDE MINIMUM(2)B'DIAM.X 5'DEE DRYWELLS OR Approve by: SCALE: 1INCH =40 FEET 7- NO WATER ENCOUNTERED EQUIVALENT 40 O 20 40 80 N J LEGAL,NOTES: 1 COPYRIGHT 2018 ANGELO J CECERE PROFESSIONAL LAND SURVEYING ALL RIGHTS RESERVED '`I 2 UNAUTHOR2EDALTERATION.OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA C VIOLATION OF SECTION 7209•SUBDIVISION 2.OF NEW YORK STATE EDUCATION LAW 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION 'MON.FND. , rn )r4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCEWITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF - PROFESSIONAL LAND SURVEYORS.INC THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS MILL * Y R ° PREPARED.TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS ►�/! LL OA BOUNDARY SURVEY MAP 5 THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE 0 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE Of Ne� - D ESTIMATED,IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR r I 0 ENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY ® 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIFIC g ° PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS.POOLS. !�l 'I m ' PATIOS PLANTING ARE S.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION (� • 8.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED m it m TO BEA VALID COPY . •I In 9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED - 1 N U SURV 1q-1j; PLLG ';�`4t'..3 :Tx. .S- .„ry ^,:r13":.'y:/%s-z-': T 5:.: •. _'s',x :+„_ m gy `}d•�. ' aCt3LMAN;fl DAt? C:IE NTE1i "PIor ,s3 ANGAO JOSEPH CECERE ca2d'6PTONLINE.NE`t' PROF SIONALLANDSURYEYOR SCHDUSEONLY j U SURVEY O F" PROPERTY �/ NO LOT 1 - MAP OF LOT 2-WOODED VACANT LAND 3✓I SEA AI RE ESTATES I N74°37'20" 270.00 ` �nan �,.,. W ^sae FILED: FEB. 5, 1979-MAP#:6780 `,. SITUATE E OD' �FE -- W 0) 20.0'—� 6'OX12'DP `�� O W - �-(. DRAINAGE LEACHING POOL O MATTITUCK I a a V EgSEMENT y L L �? I-20'MIN.�LP MIN ESTI d' z `mow TOWN OF SOUTHOLD o W �— @ \iZS1250GEPTIC L (owI N o SUFFOLK COUNTY, N.Y. I W A °Iz rN11 _ 39,58 IiJ u TAX MAP NO.: 1000.100-03-015.001 55.0' 7: '- w _ u W--W PROPOSED LOT AREA:40,274.63 S.F. (0.925 ACRES) W '" SINGLEFAMILY M °� DATE SURVEYED:DEC. 27,2018 : 0 0 2STORY m a Y Q % 2 RESIDENCE m LOT 1-WOODED VACANT LA D o0-. REVISED:JAN.21, 2019 J I $ FFL-61 O E TES ELEVATIONS REFER TO NAVD88 g I 733 ELSTHOLTHOL z NO WETLANDS WITHIN 300'OF PROPERTY ------- ........ ..... . .. . m w 1- ROOF DRAINAGE CALCULATION: i,i PI? dSED DRIVEWAY GARAGE a �, ' '' •. Z I.J-1 . ••....._ GFL=590 N U •••., Q (2557 S.F.) '(3"/HOUR)=640 CUBIC FEET REQUIRED Z I • • ••••• ........ • •• .. .. U PROVIDE MINIMUM(2)B'DIAM.X 8'DEEP DRYWELLS OR EQUIVALENT Q 3225 Q oLb wun1P > U q ° �TO BE REIv1OU�:D EYE �• ,y, d ADW I CNG" .. TEST HOLE (NOT TO SCALE) I iN 58 N GiNF '•• ,i MCDONALD GEOSCIENCE 0 I ....... DATE: 12-26-2018 OLD ••� DN •• ER MOVE 0' GRADE ELEV.56.50' sy z BROWN LOAM(OL) I a S720 9'20"W BROWN SILT(MU 270.25 E DRAINAG MENT 5' 57 ° a T7RE °, MQN.FND. 10' PALE BROWN FINE RESIDENCE- PUBLIC WATER DENCE- PUBLIC WATER cON TO MED.SAND(SP) a N ! 17' LE: 1 INCH = 40 FEET NO WATER ENCOUNTERED O 20 40 80 0 J LEGAL NOTES 1 COPYRIGHT 2016 ANGELO J CECERE PROFESSIONAL LAND SURVEYING ALL RIGHTS RESERVED 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL 15 A VIOLATION OF SECTION 7209,SUBDIVISION 2.OF NEW YORK STATE EDUCATION LAW 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE (n SURVEYOR'S ORIGINAL WORK AND OPINION 'fAON.FND 3 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF ,,R p �n Q PROFESSIONAL LAND ETITLE OMPAN TO THE OVER CERTIFICATIONISLIMITED TOPERSONS THELENDING INSTITUTION THE ION LISTED ON MAP 15 J�r�� SUFFOLK COUlT Y®EPIXPT(IENT OF HEALTH �Sr-.'MCLS PREPARED,TO7HETffLE COMPANY TO THE GOVERNMENTAL AGENCY.AND THE LENDINGINSTITUTION LISTED ON THIS x,/11 R BOUNDARY SURVEY MAP • 1 5 THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE AD PCPNIT F�2 APPGVAL Or COr.sTRUC`�I01� Iv'®RA E 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE Ti,��pp (jA ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN THE IMPROVEMENTS OR OF mle c •° ENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY. '40tT® dl�Ial.lm �A ttRlla li€'6I�Ei�:CE ONLY p 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTOTHE PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES RETAINING WALLS,POOLS, PATIOS PLANTING AREAS,ADDMONSTO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION FEB 1 3 2019 m 8 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TOBEAVAUDCONo. A D°�I t F'")p.,., { _ 0 9 PROPERTYC)(ORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED 7^S; I-�° T'r"r'` ©• 6 � o N ,p A�JG�LAl`IID SURVEYIIGPLLC— ® ` ® �� _ ��= �g�R®o�I� —i �1 EXPI?�ES THREE EA'ZS, F'R M DATE OF APPROVAL, o LAND SURVEYING&-'PLANNING_i_ _ y;.� - �� 778. COLEMAN ROAD, CENTEREACH, NY'1f17--20 - _PHoNE;,631_.846.9973 1 N ANGEL SEPH CECERE c -•~EMAIL' AJC246@OPTONLlNE.NET SCHD USE ONLY cn PROFESSANAL LAND SURVEYOR L) I SURVEY OF PROPERIT'YUri NO POLE NO 8 LOT 1 -MAP OF LOT 2-WOODED VACANT LAND N74037'20"E 270.00 SEAAIRE ESTATES w FILED: FEB. 5, 1979-MAP#:6780 I 59 SITUATE 0 FE 1 w 20.0'—� &Ox12�DP %—� W > > p LEACHING POOL O I� MATTITUCK o U. EASEMENTp�20'MIN. \I MIN ESTI [} d DRAINAGE O�EQUIP. 0 TOWN OF SOUTHOLD W W W . 1250G z SUFFOLK COUNTY, N.Y. " SEPTIC TJK , O >I o Z _ W W WIN WD. EZL bI2 CHIM \D/1 tq N W 3000 F W U Q TAX MAP NO.: 1000-100-03-015.001 855.0' U WIND EL Z o na. W _ LOT AREA:40,274.63 S.F.(0.925 ACRES) jv "— `"— "�—W— W PROPOSED E D° Y. o dd D SINGLE FAMILYM D IA DATE SURVEYED: DEC. 27,2018 0 X90 8 2STORY n IL a 0 z z m ° O x4 BEDROOM`� z RESIDENCE LOT 1-WOODED VACANT LA D LL REVISED:JAN.21,2019 z $ a FFL=61 O X OLE O ELEVATIONS REFER TO NAVD88 g 8 °" E 850 o z 733 WIND WELL Z NO WETLANDS WITHIN 300'OF PROPERTY a $ "' 8 •• ........,,, VrJ1 g 0 R40 ZONING a I Z' 8 GARAGE N W . ...... ... .'......... G FL-590 DWI F z . . pp 1r� Q U I LfiiL Ad62.0 2267 jT BEPR MOVvo W/GUY WIRE Q'/• . O Q c•.. C? 56TEST HOLE (NOTTOSCALb 1NiW MCDONALD GEOSCIENCE OLDFOU DATI N DATE: 12-26-2018 �,( PROPOSED•••DRIV. TOB MOVED , GRADE ELEV.58,50' ...... .... ........ ....• • 0U BROWN LOAM(OU 9 x� r'i W ®® a BROWN SILT(MU 'To S72° 2011 270.25 E DR,o,INAG MENT 5' I s7h� m TOWN OF SOUTHOLD D, rn M LOT COVERAGE QN.FND. 10' PALE BROWN FINE I RESIDENCE PUBLIC WATER RESIDENCE PUBLIC WATER 04 TO MED,SAND(SP) RESIDENCE=1960 S.F. M POOL=800 S.F. TOTAL=2760 S.F.(6.8%) tN 15' ROOF DRAINAGE CALCULATION: m 17 1 0 960 S.F.) '(3"/HOUR)=490 CUBI FEET REQUIRED SCALE: 1INCH = 40 FEET o PROVIDE MINIMUM(2)8'DIAM.X 5 DEE DRYWELL.S OR +— m NO WATER ENCOUNTERED EQUIVALENT 40 0 20 40 80 w J LEGAL NOTES' 1 COPYRIGHT 2018 ANGELO J CECERE PROFESSIONAL LAND SURVEYING ALL RIGHTS RESERVED w 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SU&DIVISION 2,OF NEW YORK STATE EDUCATION LAW 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION 'MON FND. 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE 3 CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS J��* u PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS MILL READ BOUNDARY SURVEY MAP - +- 5 THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE E 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ®IP H)Rgv� _0 ENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY ® 0 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC �P p PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, o`D - m PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHERTYPE OF CONSTRUCTION m 6 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED m TO BE A VALID COPY 9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED - a �C LAI`I,D—,SU-RVEYI-N-G PLLE; LANNING LAND SURVEYING ' &-P „ „ r 77 S. COLEMAN ROAD, CENTEREACH, NY 1117--20 = . 'PHONE;_631_846.99973, ANG O JOSEPH CECERE N r� %EMAIL: c-2,46, OPTONUNE.NET � I PROF SIONAL LAND SURVEYOR SCHD USE ONLY 0 U FOUNDATION LOCATION SURVEY LOT 1 - MAP OF aUTI �! C NO 4 OLE p SEA-AIRE ESTATES x��a LOT 2-WOODED VACANT LAND FILED: FEB. 5, 1979-MAP#:6780 p N74037'20"E 270.00 ji.I SITUATE STAKE SET STAKE SET I ' MATTITUCK ap p TOWN OF SOUTHOLD Z rn 20.o'--p in a w C d DRAINAGE I O1 0) SUFFOLK COUNTY, N.Y. ,^ EASEMENT , .4 . `00 Z u' p N 0 TAX MAP NO.: 1000.100-03-015.001 8 > p N w o LOT AREA:40,274.63 S.F.(0.925 ACRES) .0 LA U 0 DATE SURVEYED:DEC.27,2018 p 60.05 � � � o iv REVISED:JAN.21,2019 ° m 0 0 STAKED FND.:MAY 6,2019 z < ° B FOOTINGS a o 4 FND. LOG.JUNE 6, 20t 9 U°z= a 0 2 Z ELEVATIONS'REFER TO NAVD88 b5.06'—a m o a z NO WETLANDS WITHIN 300'OF PROPERTY p ° ° 0 R40 ZONING p Q z p ® F ti -_ ' ,� S ,' a > L oL 62.05' TEST HOLE (NOTTOSCALE) ) -a ' s *i wicuvw E Lo m MCDONALD GEOSCIENCE , - Ld d p vi DATE: 12-26-2018 �, - l.dp IO 1� Cj JUN 1 7 2019 0, GRADE L .58.50' uo) BROWN LOAM(OL) p v r, r � 'o BROWN SILT(ML) z STAKESET o 5' S72°09'20"W �o '•.STAKE SET � 270.25 25' WIDE DRAINAGE EASEMENTcq TOWN OF SOUTHOLD o 10' PALE BROWN FINE LOT COVERAGE FNFN j TO MED.SAND(SP) RESIDENCE=1960 S.F. POOL=BOO S.F. TOTAL=2760 S.F.(6.8%) RESIDENCE PUBLIC WATER ESIDENCE PUBLIC WATER m 15' ROOF DRAINAGE CALCULATION: N 0 17' (1960 S.F.) '(3"/HOUR)=490 CUBIC FEET REQUIRED m : 1 INCH =40 FEET N PROVIDE MINIMUM(2)B'DIAM.X 5 DEEP DRYWELLS OR o NO WATER ENCOUNTERED EQUIVALENT 20 40 BO � N LEGAL NOTES 1 COPYRIGHT 2018 ANGELO J CECERE PROFESSIONAL LAND SURVEYING ALL RIGHTS RESERVED w 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A > VIOLATION OF SECTION 7209 SUBDIVISION 2,OF NEW YORK STATE EDUCATION LAW 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE U=l SURVEYOR'S ORIGINAL WORK AND OPINION, rn 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC THE CERTIFICATION IS LIMITEDTO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS 'MON.FND I t, PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP ' 5 THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE 0 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE p ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ®fRO,�D ENCROACHM ENTS ARE NOT COVERED BY THIS SURVEY 4`' ��/// p 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC Q Q� $n ® % V PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS POOLS, /�//� JVD m PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION �' m 8 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED m TO BEA VALID COPY 9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED ' Q ) a AJC-LAN'ID SURVEYING- PLLC- ®�®��® /� q�/► 1K/ m LAND SURVEYING &'PLA`NNI'NGs_ 77 S.-COLEMAN ROAD,'CEE NTREACH, NY-11-17-20- 03 PHONlr,631.846_.9973 EMAIL: AJC2469:6i NLINE.NET ANGE SE ECERE PROFE ONAL LAND SURVEYOR U j SURVEY OF PROPERTY ' LOT 1 - MAP OF I x� O 4POLE % LOT 2-WOODED VACANT LAND SEA-AI RE ESTATES I IN74037'20"E 270.00 Ld STAKE SEI STAKE SET FILED: FEB. 5, 1979-MAP#:6780 O Cn FF SITUATEM -n I W "% I LEACHING POOL � �2v '11%, OD SEPTIC TANK MATTITUCK 0 � � � � Z ; � Zo.o—� � iv w O Le Q Q DRAINAGE I \ TOWN OF SOUTHOLD -n m 1, ,j� EASEMENTS ( ! �i r Zerg mssPOOLx m SUFFOLK COUNTY, N.Y. 5--2oeEQUIP J NO O "as S TAX MAP NO.: 1000-100-03-015.001 30 00 E W W D IA U LOT AREA:40,274.63 S.F.(0.925 ACRES) > N 55.0 x Ew.w Z 0 w1: jv xo ;A mrn W- W W- 2 STORY ° 0 DATE SURVEYED: DEC.27,2018 w x 4 ��9�� WATER-SERVICE RESIDE FRA�cE m a z m Q w ZZ x U) REVISED:JAN.21,2019 I Y I W RIDGE EL.87.83 CANTILEVER 0 LOT 1 a 0 8 0 B.FL.52.57 E W,yy N z FINAL SURVEY:JAN. 6,2020 3 k 733 z O -ELEVATIONS REFER TO NAVDB8. lai Z S 1 STORY v DRAIN 45 z t, N J -SANITARY&DRYWELLS AS PER BUILDER. Z i �� S a ,�FL-59E71 U U -E.W.W.=EGRESS WINDOW WELL d 62.0 zz 67 �Dw�B'xB'DRYWELL > _ -ALL HOUSE DIMENSIONS AND OFFSETS TO FOUNDATION. PAVER WALK ~ W/GUYOW RE ,�aRAVEL DP(,VEWAY LOT COVERAGE i�i 0 WITH PAVER BORDER -- RESIDENCE=1978 S.F. W POOL=800 S.F. N D a U SAL—=27-7R G F (5.91) S SUFFOLKl�Ot,; : DEPARTMENT OF HEALTH SERVICES S �� a m®m `� "� � STAKE SET 0, :ONSTRUCTED WORKS FOR x 2'Z APp�: ' S72°09'20"W �� '•,STAKE SET sre A:�6N0�.F P=r��iIL1�RESIDENCE � �4° 270.25 25' WIDE DRAINAGE EASEMENT N (� 0 Datta AR � r-I-S ReE No.&� ��-I—V®� TOWN OF SOUTHOLD N MON,FND. o The sewage disposal and mm.er supply facl;I:es at this locgon h ve beep RESIDENCE PUBLIC WATER MQN.FND. inspected and'oe ce+Tl,Ged by t;1;:�i3oMa�sp1 rJf QiI1Pf z'D4dri?CInC a;y(S;�rygl�® RESIDENCE- PUBLIC WATER be l,sfacYory FOR 6( �CIfVlE3i'vt F. BEDRu6�m'& . Dm Craig Krlepper, P.E., Chief >` 0 �t J U L 2 0 2020 LEGAL NOTES 1 COPYRIGHT 2019 AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED rn 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A n VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW RpT$T�147aTf"�8eTt1MY� li c 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPT YY iiEPT* `I SURVEYOR'S ORIGINAL WORK AND OPINION T1(1r�,.''� 1�';' T�L�T�®T T 3 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WIYfi't'HE ' �7fg X D , CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF •MON.FND Y PROFESSIONAL LAND SURVEYORS,INC THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS 0 PREPARED TO THE TITLE COMPANY TO THE GOVERNMENTAL AGENCY AND TO THE LENDING INSTITUTION LISTED ON THIS +_ BOUNDARY SURVEY MAP MIL,�L 'ROAD 5 THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE ° 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE E ESTIMATED IF ANY UNDERGROUND I MPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ®1F me�7L��(�,,R_ ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY ® 0 7 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC QJtn PURPOSEANDUSE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS POOLS, LL J7 0 PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS ANDANY OTHER TYPE OF CONSTRUCTION - b 0 8 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY ' 9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED „{ N m A J'CL A !D–S- U-RVEYI-1titaC PLLC— LAND SURVEYING &-PLANNING{,— v �� SCALE: 1 INCH =40 FEET 77 S. COLEMAN ROAD, CENTEREACH, NY 44720 - 40 O 20 40 BO o PHONK;,631,._8 46.9973 — `EMAIL'AJC246@OPTONLINE.NET i A LO JOSEPH CECERE « I i PROVIESSIONAL LAND SURVEYOR ro Wbrkers' CERTIFICATE OF INSURANCE COVERAGE srasc Compensation DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BUKOWSKI HOMES INC. 8 HARLEY CT. 631-909-7115 HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 205300333 2.Name and Address of Entity Requesting Proof of a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Town of Southold HARTFORD LIFE AND ACCIDENT 54375 Main Rd 3b Policy Number of Entity Listed in Box"1a" Southold, NY 11971 LNY815181 3c Policy effective period 01-01-2019 to 12-31-2019 4.Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5.Poll overs: L✓J A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. nB.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 03-01-2019 rPZ &_ (Signature of insurance camers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephor a Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 413,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the.NYS Workers' Compensation Board (only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid familyleave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized tlo�issue �this form. I I'■ DB-120.1(10-17) 111111It�jBPH�IIH n 3 � Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1(1017)Reverse i STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (631)7674816 Bukowski Homes Inc. 8 Harley Court lc.NYS Unemployment Insurance Employer Holbrook,NY 11741 Registration Number of Insured Work Location of Insured (Only required if coverage is 1d.Federal Employer Identification Number of Insured specifically limited to certain locations in New York State, i.e., a or Social Security Number Wrap-Up Policy) 205300333 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Travelers Indemnity Company 3b.Policy Number of entity listed in box"1 a" Town of Southold UB-2J303967 54375 Main Rd Southold,NY 11971 3c. Policy effective period 3/14/18 to 3/14/19 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. ('These notices may be sent by regular mail.) Othenvise, this Certificate is valid for one year after this fore: is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c'; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above alid that the named insured has the coverage as depicted on this form. Approved by: Joseph W.Pires (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 03/01/2019 (Signature) (Date) Title: President—PF Northeast Brokerage Inc. Telephone Number of authorized representative or licensed agent of insurance carver: (845)223-8107 Please Note: Only insurance carriers and their licensed agents are authorized to issue Porm C-105 2. Insurance brokers are NOT authorized to issue it S a C-705.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board,commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse Ac D® CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDNYYY) � 03/01/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSU114G INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the:certiflcate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT AME CT Cole Lahey PF Northeast Erokerage Inc PHONE (845)223-8107 FAx (845)227-8816 1035 Route 82 -MAIL Ext):: AIC,No; ADDRESS: ciahey@pfnortheast.com INSURER(S)AFFORDING COVERAGE NAIC# Hopewell Junction NY 12533 INSURER A• Harleysville Worcester Ins.Co. 26182 INSURED INSURER B: Travelers Casualty Ins.Co of America 19046 BUICOWSICI Homes Inc. INSURER C: P.O.BOX 291 INSURER D: INSURER E: Holbrook NY 11741 INSURER F COVERAGES CERTIFICATE NUMBER: CL1831409454 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR POLICY EFF POUCYEXP LTR TYPE OF,INSURANCE INSD WVD POLICY NUMBER MMIDD MMIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 5,000 A SPP00000038499Z 03/15/2018 03/15/2019 PERSONAL BADV INJURY $ 2,000,000 RGEN'LAGGREGATE UMITAPPLIES PER GENERAL AGGREGATE $ 4,000,000 POLICY [g jE'C'T' F—]LOC PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNLD SCHEDULED AUTO i ONLY AUTOS BODILY INJURY(Per accident) $ HIRED q — $ NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY YIN X STATUTE ERH ANY PROPRIETOROARTNER/EXECUTNE —1E L EACH ACCIDENT $ 100,000 B OF,FICERIMEMBER EXCLUDED? NIA UB-2,1303967 03/14/2018 03/14/2019 and If yes,describe under (Mandatory In E.L.DISEASE-EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Provided it is required by written contract,the following are named as additional Insured as respects general liability with regard to work being performed by the Insured under form SP-7174 0710,to the extent provided therein,Town of Southold CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd AUTHORIZED REPRESENTATIVE Southold NY 11971 CA- 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD _ 1 Y Generated by REScheck Web Software Compliance Certificate ��at�B94I9 ti titi�rr®®®� Project 2019_001 Vanderbilt 2-L-S A`®®®®�, DA Energy Code: 2015 IECC �a r Location: Mattituck, New York Construction Type: Single-family mit R�• �v, Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,491 ft2 r Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 260 Reeve Road Modern Age Homebuilding, LLC Jerry D'Amaro Mattituck, New York 11952 15 Frowein Road, Suite F-3 D'Amaro Engineering Center Moriches, New York 11934 20 Mariposa Lane 631-909-7115 Manorville, New York 11949 Compliance: 0.5%Better Than Code Envelope Assemblies Gross Area Assemb'lly cavity Cont. U-Factor UA or R-Val,ue ft-Value Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,300 39.0 0.0 0.030 39 Ceiling: Flat Ceiling or Scissor Truss 38 19.5 0.0 0.050 2 Wall-Back to outside:Wood Frame, 16"o.c. 644 15.0 5.0 0.053 29 Orientation: Back Door: Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.32 Orientation: Back Window:Vinyl Frame 59 0.300 18 SHGC: 0.32 Orientation: Back Wall-Right to outside:Wood Frame, 16" o.c. 528 15.0 5.0 0.053 26 Orientation: Right side Window 2:Vinyl Frame 45 0.300 14 SHGC: 0.32 Orientation: Right side Wall-Front to outside:Wood Frame, 16" o.c. 734 15.0 5.0 0.053 30 Orientation: Front Door: Solid Door(under 50%glazing) 40 0.220 9 Orientation: Front Window:Vinyl Frame 130 0.300 39 SHGC: 0.32 Orientation: Front Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 1 of 9 d Gross Area Cavity Cont. Assem6ly or U-Factor UA Perimeter Wall-Left to outside:Wood Frame, 16"o.c. 268 15.0 5.0 0.053 14 Orientation: Left side Window 3:Vinyl Frame 9 0.300 3 SHGC: 0.32 Orientation: Left side Wall to garage:Wood Frame, 16" o.c. 260 15.0 0.0 0.077 20 Orientation: Left side Wall-gable endwalls: Wood Frame, 16"o.c. 312 19.5 0.0 0.059 18 Orientation: Right side Floor:All-Wood joist/Truss Over Outside Air 17 30.0 0.0 0.033 1 Basement: Solid Concrete or Masonry 1,129 0.0 11.0 0.060 67 Orientation: Back Wall height: 7.8' Depth below grade: 6.3' Insulation depth: 7.8' Window:Vinyl Frame 13 0.270 3 SHGC: 0.28 Orientation: Back Mechanical Equipment Air Conditioner 15 SEER Other(Except Gas-Fired Steam) 95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propo d b ilding has been des' ned to meet the 2015 IECC requirements in REScheck Version : REScheck-Web a/nd to comply with the ndato require li a in the REScheck Inspection Checklist. om lat-O .-c Name-Ti a Sign ture Date Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 2 of 9 Gross Area Cavity Cont. Perimeter Wall-Left to outside:Wood Frame, 16" o.c. 268 15.0 5.0 0.053 14 Orientation: Left side Window 3:Vinyl Frame 9 0.300 3 SHGC: 0.32 Orientation: Left side Wall to garage:Wood Frame, 16" o.c. 260 15.0 0.0 0.077 20 Orientation: Left side Wall-gable endwalls: Wood Frame, 16" o.c. 312 19.5- 0.0 0.059 18 Orientation: Right side Floor:All-Wood joist/Truss Over Outside Air 17 30.0 0.0 0.033 1 Basement: Solid Concrete or Masonry 1,129 0.0 11.0 0.060. 67 Orientation: Back Wall height: 7.8' Depth below grade: 6.3' Insulation depth: 7.8' Window:Vinyl Frame 13 0.270 3 SHGC: 0.28 Orientation: Back Mechanical Equipment' ' Description Air Conditioner 15 SEER Other(Except Gas-Fired Steam) 95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Ver ion : REScheck-Web and to comply with the m at require nts i ted in the REScheck Inspection Checklist. Name-Title Signadure Date Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 2 of 9 Generated by REScheck Web Software xr�L VJ Compliance Certificate ®�®�®6ebb91P1115pPPPpp®p Project 2019_001 Vanderbilt 2-L-S ��ba�'A D'4 0 Energy Code: 2015 IECC y= tr f'` 06 e Location: Mattituck, New York =u ' =?�'�' ,= - , �`�a4; Construction Type: Single-family �- U:' +aa s � " Project Type: New Construction off✓ �, �93?poa�°�`��°titi�� Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 3,491 ft2 PP15 lin Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 260 Reeve Road Modern Age Homebuilding, LLC ferry D'Amaro Mattituck, New York 11952 15 Frowein Road,Suite F-3 D'Amaro Engineering Center Moriches, New York 11934 20 Mariposa Lane 631-909-7115 Manorville, New York 11949 compliance- 0.5%Better Than Code Envelope Assemblies Gross AreaCavity Cont, Perimeter Ceiling- Flat Ceiling or Scissor Truss 1,300 39.0 0.0 0.030 39 Ceiling: Flat Ceiling or Scissor Truss 38 19.5 0.0 0.050 2 Wall-Back to outside:Wood Frame, 16"o.c. 644 15.0 5.0 0.053 29 Orientation: Back Door- Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.32 Orientation: Back Window:Vinyl Frame 59 0.300 18 SHGC: 0.32 Orientation: Back Wall-Right to outside:Wood Frame, 16" o.c. 528 15.0 5.0 0.053 26 Orientation: Right side Window 2:Vinyl Frame 45 0.300 14 SHGC: 0.32 Orientation: Right side Wall-Front to outside:Wood Frame, 16" o.c. 734 15.0 5.0 0.053 30 Orientation: Front Door: Solid Door(under 50%glazing) 40 0.220 9 Orientation: Front Window:Vinyl Frame 130 0.300 39 SHGC: 0.32 Orientation: Front Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Pagel of 9 REScheck Software Version e REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen., For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section - P.lans,Verified ,Field Verified• -`' ` Pre:Inspection/Plan Review`, Complies? - Comments�Assumptions & Req.ID" _ :'.Value Value 103.1, Xonstruction drawings and - '❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR111 :energy code compliance for the ❑Not Observable U building envelope.Thermal i " " = envelope represented on (,.:,_,,.; '°_;•„ ❑Not Applicable construction documents, 103.1, ;Construction drawings and ¢ --a❑Complies 103.2, ;documentation demonstrate y` 'AE]Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems . ❑Not Observable j ,:Systems serving multiple J❑Not Applicable dwelling units must demonstrate compliance with the IECC j ;Commercial Provisions. ;1 302.1, {Heating and cooling equipment is Heating: Heating: ;❑Complies 403.7" `•.`,sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2• Ion loads calculated per ACCA Cooling: ; Cooling: ;❑Not Observable Manual J or other methods Btu/hr I Btu/hr I I ❑Not Applicable {approved by the code official. ; ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1>3 Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 3 of 9 "Section Plans Verified Field Verified #. Foundation Inspection Complies?, Comments//Xss�mptions & Re .I® Value Value. , 402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior; R_ ; R- :insulation Not I table for values. ;insulation is used,verification ;❑Not Observable may need to occur during ; Insulation Inspection. Not ; ❑Not Applicable required in warm-humid locations; in Climate Zone 3. 303.2 Conditioned basement wall 4 ❑Complies (F05]1 insulation installed per E ❑Does Not manufacturer's instructions. ❑Not Observable i ❑Not Applicable ; 402.2.9 ;Conditioned basement wall ; ft ; ft i❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or j ;❑Does Not I table for values. ;distance from top of wall. i ❑Not Observable ❑Not Applicable 303.2.1 -.A protective covering is installed - J❑Complies ; [FO11]2 ;to protect exposed exterior ❑Does Not insulation and extends a ' SS - I❑Not Observable minimum of 6 in. below grade, t -. - TINot Applicable ' 403:9 Snow-and ice-melting system j❑Complies I[FO12]2, controls installed. ; ' ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '12:; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 4 of 9 `,".section, _ Framin plans°Verified 041 Verified 5.: g/hough-in Inspection :Value- Value _ .Coiriplies?== Commen_t`s/Assumptions 402.1.1, ;Door U-factor. ; U- U- ❑Complies , ;See the Envelope Assemblies 402.3.4 ;❑Does Not table_for values. 1 ; [ �1] I ❑Not Observable I❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). '❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable ' [FR2)1 '❑Not Applicable 303.1.3 ;U-factors of fenestration products : : ,; - .3❑Complies [FR4)1 ;are determined in accordance [` 3❑Does Not with the NFRC test procedure or' -'„ :j❑Not Observable taken from the default table. t f, j❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ---'❑Complies ; [FR23)1 :,installed per manufacturer's V`. ❑Does Not instructions. - _ e ❑Not Observable ' (-" I❑Not Applicable _a 402.4.3 Fenestration that is not site built [:-` ` ,;' = -` y .j r j _ w❑Complies I [FR2011 ;is listed and labeled as meeting :, < ❑Does Not ( :AAMA/WDMA/CSA 101/I.S.2/A440 7 or has infiltration rates per NFRC .,k' ❑Not Observable 400 that do not exceed code ' `s ❑Not Applicable 1 limits. 402:4.5 ;,,IC-rated recessed lighting fixtures = .�❑Complies [FR16]z,.;,;sealed at housing/interior finish ;❑Does Not ;and labeled to indicate s2.0 cfm ) leakage at 75 Pa. _ ❑Not Observable ❑Not Applicable 405.2 All ducts in unconditioned spaces R- R- ;❑Complies [FR25]1 ;or outside the building envelope I❑Does Not are insulated to SCJ zR-6. ❑Not Observable I ' ❑Not Applicable 403.3.5 1 Building cavities are not used as f ❑Complies [FR15]3 ;ducts or plenums. ❑Does Not ,I❑Not Observable ❑Not Applicable 403.4:- --,`—, HVAC piping conveying fluids R- ; R- ❑Complies [FR17)2,"`jabove 105°F or chilled fluids ;❑Does Not ,;below 55°F are insulated to zR- ; ❑Not Observable , i ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC - - - ❑Compiles [FR24]1 ;piping. "I ,❑Does Not i❑Not Observable ;❑Not Applicable 403.6 iAutomatic or gravity dampers are.:` 10Complies [FR19)z installed on all outdoor air ,❑Does Not intakes and exhausts. L I❑Not Observable ' j S❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S •Report date: ,01/25/19 Data filename: Page 5 of 9 °Section Plans Verified Field-Verified " # Insulation Inspection Complies? C' menfs/Assumptions, om & Req.ID - Value _Value- 303.1 All installed insulation is labeled I #❑Complies [IN13]2 j or the installed R-values ❑Does Not provided. ' ' [-]Not Observable IE]Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ',❑Does Not table for values. [IN1]1 I :,E] Steel ;E] Steel ;❑Not Observable ;❑Not Applicable ; ; I ; 303.2, ;Floor insulation installed per Roes omplies 402.2.7 manufacturer's instructions and Not [IN2]1 ;in substantial contact with the underside of the subfloor, or floor�" ❑Not Observable ;framing cavity insulation is in L, ❑Not Applicable contact with the top side of sheathing, or continuous . r j ;insulation is installed on the !underside of floor framing and n extends from the bottom to the # = 5 top of all perimeter floor framing 'members. I' 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 112 of the ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 :exterior,the exterior insulation ;requirement applies(FR10). ;E] Steel ❑ Steel ❑Not Applicable ; 1 I I ' I ;303.2 ;Wall insulation is installed per ❑Complies `[IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: 1 High Impact(Tier 1) 11,J Medium Impact(Tier 2) 3;� Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 6 of 9 "Section - _x" Plans.`-Verifeed Field;Verified-" ' #=' Prinal Inspection Provisions='= _ Complies?,' `Comments/Assumption's u Value - - ;&"Ile - 402.1.1, Ceiling insulation R-value. R- R- E❑Complies ;see the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per 44 ❑Complies 303.2 ;manufacturer's instructions. M; y ❑Does Not [F12]1 ;Blown insulation marked every '° .. 300 ft'. k ❑Not Observable i' ❑Not Applicable .-h.j 402.2.3;'.:+Vented attics with air permeable : $❑Complies [F122]z r;'`,:j insulation include baffle adjacent '`- ` ` _ ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable I _ 4 ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ❑Complies ; [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not ; <=3 ach in Climate Zones 3-8. I ❑Not Observable ' ❑Not Applicable 403.3.4 I Duct tightness test result of<=4 ; cfm/100 I cfm/100 E❑Complies [F14]1 ;cfm/100 ft2 across the system or ; ftp ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to ❑Not Applicable .occur during Framing Inspection. I 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 1EJComplies [FI27]1 :determine air leakage with ftz ft2 ❑Does Not - either: Rough-in test:Total I ;❑Not Observable leakage measured with a pressure differential of 0.1 inch I❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ; I :test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 .Air handler leakage designated I' _`, ,s_.;.,=`u#:'; ,w. x. -_f❑Complies [FI24]1 :by manufacturer at<=2%of .`;"=;=A_•--t,_' _¢: ^❑Does Not ;design air flow. i ❑Not Observable ❑Not Applicable I Programmable thermostats s❑ 403.1:1',' Complies ; [F19j�' - :installed for control of primary 'u ° -.;','-F„<, J❑Does Not heating and cooling systems and f initially set by manufacturer to ;u” r ` '' - ❑Not Observable code specifications. j ❑Not Applicable 403.1:2 "` Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. F J❑Does Not '❑Not Observable ❑Not Applicable I 403.5.1 _ICirculating service hot water, I '❑Complies [Fill ]z systems have automatic or ':- '(.'r" ❑Does Not accessible manual controls. + [, ❑Not Observable } I e ❑Not Applicable 403.6.1 �IAII mechanical ventilation system _ .'❑Complies I [FI25]z Mans not part of tested and listed - _ _ ❑Does Not I HVAC equipment meet efficacy £, I❑Not Observable ;and airflow limits. „ I J❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,13'1 Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date:. 01/25/19 Data filename: Page 7 of 9 Section : Plans Verified. "field Verified "' # c " :Final Inspection Provisions Value r Value'-. £complies! Comments/Aiss�amption's &,Req.ID „ 403.2 }Hot~water-boilers supplying heat ❑Complies [FI26]z -through one-or two-pipe heating ❑Does Not systems have outdoors( ' control to lower boiler water ` ' - " -•I❑Not Observable }temperature based on outdoor ❑Not Applicable temperature. 403.5.1,1 Heated water circulation systems !❑Complies [F128]2 have a circulation pump.The . = 1❑Does Not ' system return pipe is a dedicated return pipe or a cold water supply ' ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable }syphon circulation systems are not present. Controls for ) ; ,circulating hot water system 1 pumps start the pump with signal for hot water demand within the :occupancy.Controls " :I automatically tum off the pump }when water is in circulation loop r. I is at set-point temperature and j no demand for hot water exists. "` -_ -_ -_3 I 403:5.1.2 Electric heat trace systems ;❑Complies [FI29]2' comply with IEEE 515.1 or UL �❑Does Not 515. Controls automatically i❑Not Observable I adjust the energy input to the , j heat tracing to maintain the ❑Not Applicable I desired water temperature in the 1 Piping 403.5.2 1 Water distribution systems that t ;❑Complies [F130]2 ;have recirculation pumps that j . j❑Does Not pump water from a heated water ; ❑Not Observable 1 supply pipe back to the heated water source through a cold ❑Not Applicable 'water supply pipe have a j demand recirculation water system. Pumps have controls I'E i that manage operation of the pump and limit the temperature of the water entering the cold 1 water piping to 1049F. i 403.5.4 1 Drain water heat recovery units ( _,' .` °" I❑Complies [F131]2 tested in accordance with CSA i '''• "` ❑Does Not B55.1. Potable water-side pressure loss of drain water heat g J - a❑Not Observable ! ' Not Applicable }recovery units< 3 psi for ,. individual units connected to one `- t or two showers. Potable water- ' side pressure loss of drain water heat recovery units <2 psi for- individual or individual units connected to {{ } f +three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6]1 ;fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps.I,'• , Does not apply to low-voltage _ ]EINot Observable ;lighting. ❑Not Applicable 404.1.1 i Fuel gas lighting systems have ❑Complies JF12313 ;no continuous pilot light. ❑Does Not ❑Not Observable i f ❑Not Applicable Compliance certificate posted. 10Complies [FI7lz' I _J❑Does Not f - 1EINot Observable J❑Not Applicable 1 High Impact(Tier 1) 1`-2"J Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 8 of 9 S A Mns.-Veriified zFiiaId,'VeHfied1,,.- #0446iblk'Jo"n-s-I'- ns Coinniehfs R i,Q", !n .1pinal I oqc 90 P vitiue'- ,jOj.'3 Manufacturer manuals for '; Complies [Fl18 mechanical and water heating :Does Not systems have been provided. 1EINot Observable 1EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 1,21 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2019_001 Vanderbilt 2-L-S Report date: 01/25/19 Data filename: Page 9 of 9 » r ' 1 ' Vanderbilt- 260 Reeve Road HVAC Load Calculations for Modern Age Homebuilding,LLC 15 Frowein Road, Suite F-3 Center Moriches, NY 11934 RHVACRE�ID�I�i'fYAL . HVAC LoADs Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane ' Manorville, NY 11949-3356 631-878-7808 Friday, January 25, 2019 Rhvac is an ACCA approved Manual J and Manual D 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. Home Enerqy Compliance Raters Vanderbilt-260 Reeve-Road Brookhaven NY,11719 _ Page 2 Project Report General Pro'ect Information 711 Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-260 Reeve Rd:rh9 Project Title: Vanderbilt- 260 Reeve Road Designed By: Jerry D'Amaro Project Date: January 25,'2019 Client Name: Modern Age Homebuilding, LLC Client Address: 15 Frowein Road, Suite F-3 Client City: Center Moriches, NY 11934 Client Phone: 631-909-7115 Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: Design Data Reference City: Westhampton, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 65 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,102 CFM Per Square ft.: 0.318 Square ft. of Room Area: 3,462 Square ft. Per Ton: 1,360 Volume (ft3): 35,281 Buildin Loatls - - - - 1 . ' ' Total Heating Required Including Ventilation Air: 48,146 Btuh 48.146 MBH Total Sensible Gain: 24,435 Btuh 87 % Total Latent Gain: 3,546 Btuh 13 % Total Cooling Required Including Ventilation Air: 27,981 Btuh 2.33 Tons (Based On Sensible + Latent) 2.55 Tons (Based On 80% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D 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. Friday, January 25, 2019, 6:11 PM Rhvac--Residential&Light Cominercial HVAC Loads Elite Software'Development,Inc: Home Energy__Compliance Raters" __Vanderbilt-260;R_e_eve Road Brookhaven NY 11719 - Pa e 3 Miscellaneous Report System 1,Main Outdoor: : Outdoor ."Outdoor Indoor Indoor,; Grains Input Data D Bulb Wet-Bulb Rel.Hurn Rel.Hum D Bulb', Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs. Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air-Data Winter Summer Infiltration Specified: 0.282 AC/hr 0.119 AC/hr 166 CFM 70 CFM Infiltration Actual: 0.242 AC/hr 0.000 AC/hr Building Volume: X 35,281 Cu.ft. X 35,281 Cu.ft. 8,551 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 143 CFM 0 CFM Total Building Ventilation: 85 CFM 85 CFM ---System 1--- - Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.85 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(166 CFM) Summer Infiltration Specified: 0.119 AC/hr(70 CFM) Blower Door Data: Wind Shielding Class: 4- Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 1,764 Test AC/hr(Selected): 3 Friday, January 25, 2019, 6:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Sottw 6re-,Development;Inc. .Home-Energy.Compliance_:Raters _ ___ = _ _ __ ,,__ _,__ ,w_,. __-- ,Vanderbilt-160,Reeve Road Brookhaven NY-11719 Page" 4 Load Preview Report Net Rec ft.2 Sen Lat Net Sen Sys Sys Sys Htg Clg Act Duct Scope - Ton Ton ./Ton Area' Gain Gain Gain Loss CFM CFM CFM Size Building _ - _ __ _ 2.33 _ 2.55 1060 3,462 _ 24,435 -3,546__27,981,_ 48,146 _ _602 1,102 1,102 System 1 _ - -_ . _ «2.33 .2.55' 1,360, 3,462 24,435_ _3,546__27,981 _ 48,146--6021- 1_,1.02_1,192._1_4x14 Ventilation - - - - - - - ---- __- - 254 _1,740 1,993,--1,903_ Blower - 850 850' - - - -- Zone 1 -Clq.;53%, ft.:71% _-. _, 2,296- -13,961 1,406 15,367, 32,940 429 657 __. 657 1_0x12 1-Basement" _ _ 1,161 _ __513__ -- _ 0 "___513_•20,799 - 271 24 2_271,___0-0* 2-Livinq Room/Foyer __ _ .-_- - - _ ''_; 365 3,877 200 4,077, 3,735 49 182 _ 182 1--8 3-Kitchen/Family Room- , _ _-_- -__ _,_ -._ ; �___ _513_. 6,781 __1,206_____7,987__ 5;625 73' 319 _- 319- 2--8 4-Dining Room/Powder Room _ _ _ -_ __ _-257 __-2,791 0 -__2,791 x_2,781_ -__36, 131__- 131 2-6 Zone 2-Clq:47%,Htq,.29% _ . -_ _ _-_ _ ,_-1,1-66_12,436 400- 12.836 _13,303, 173 585. _ ,585 __8x13 5-Master"Bedroom __ - _-_ _-___-_ _ _ 226 5,329- 400_ 5,729_- 3,413._ 44 -_251 __251 _ 1--8 6-Master Closet -- - - --- - - - --- - - -- --58 - 55- 0- 55 - -411 5 3 5 1--4 7-Bedroom 2 -- ---- -- - -- - - - -- 211_. 3,105 - 0 3,105 - -3,443 -- 45, 146 _ 146, 1---6 __8-Bedroom 325 - 68 _ _-68 _1--6 ------------- ------- -- S-Bedroom 4-- _"--- __-- --_--__--- ._-_ 142 1,390 0 1,390 1-,152 -- 15 - 65 65 -_.1_4 10-Family Bath- - - -' : - -56- 53' -- -0 - 53 _398 5 3' - 5 -1--4 11-Master.Bath- _ _ _, _ _ -"" '_ _-_. -__ - -_-_,- _ __-118_ 286 _ _0-__ 286 1,543_- 20 _ - _ 13- -__ 20 1-4 12-Hall/Laundry_-_.___-_-_ _ _•___ - ; ._ _._- _ _ 201_ _ 781___--_0 _ 781 -_ 1,043 - 14 " __ 37 _ -_37_ - 1--4 Sum of room airflows may be greaterthan systemairflowbecause system has multiple zones and system room airflow option - - - - uses the greater of heating or cooling. Friday,January 25, 2019, 6:11 PM L Rhvac=Residential&Light Commercial HVAC Loads, r '_,, -,EIRe'Software D6vetopinent;,incr 'Home F�ergy Compliance Raters: _ _ _Vanderbilt- 60_Reeve`Road tBrooktiaveri` NY 117.19. '` ` -Page 5 Duct Size Preview , =- Roorii or Minimum Maximum Rough. Design SP Duct Duct Htg Clg' Act. Duct Duct Name Source Veloci Veloci Factor U100 enath Flow Flow Flow Size System 1----------`'--_--. ----"---•------�------ - - _._ " Z one -1- - -- = 1-Basement _ _ BuiIt-in___- _500__-_ -_750_. _0.01 _-___ 0.1 - 02711. 24 _ . 271, 0-0 2-Living Room/Foyer - -_- Built-in_ _- 500 ^- 750 0.01, ., 0.1, , _ 522.3,. -__ 49 182 182' 1--8, 3-Kitchen/Family Room _ Built-In_ 500 750 0.01,-__ 01 _ _ , 1456.8 _73 319 319, 2--8 4-Dining Room/Powder guilt-In 500- 750' 0.01 0.1." ;` 334.3 ; 36 131 1,31 2-6 Room Zone 2 ,5-Master BedroomBuilt-in_ 500750 0.01__- _0.1 '_-Y_-_718; ____s 44 251 2511-8 ' ' 6-Master Closet_-- ------- --,_Built-In--- -, -500 ---_ _750 _---0.01_-----0.1 - --- ------61.3- ----- -=_1 --.------- 3' `_ 5- '11-4 7-Bedroom 2 _ Built-In ., 500 750 _._ 0.01_ 0.1 743.8- 8-Bedroom'3 _ .Built-In 500 _ 750 0.01 01 _ 344 25 68 68 1-6 9-Bedroom 4 Built-In 500 _ 750 0.010 _- 1 _ 749 15 65 � 65 1- - -- 10-Family Bath- _ _, -.Built-in 500 _ _ 750 _0.01 0:1 59.4._'_ _' 5 3 : ' S _1--4 11-Master Bath Built-In 500 750 0.01 0.1, 230.2 20 13 20. , 1-4 12-Hall/Laundry._ _ Built-In -500 _ 750 0.01- 0.1 __420 7," 14 371- ;_ 37 1- _Other Ducts in System 1___ Supply Main Trunk Built-In = 700 900 0.0003 .0.1 �809.4. 602 1 102i' 1 102- 14x14.' Summary - Hea-bnq-Flow:.-" --602 - ---- - - - - --- - Cooling Flow, 1102 Friday, January 25, 2019, 6.11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Compliance-Raters _Vanderbilt-260 Reeve Road Brookhaven NY 11719 y Pa e 6 Total Building Summaty Loads Component Area Sen Lat Sen'' - Total Descri tion _ Quan Loss Gain Gain Gain Series 100: Glazing-JTD Andersen 100 Series Casement, 15 243 0 324 324 u-value 0.27, SHGC 0.28 SH Series 100: Glazing-JTD Andersen 100 Series Single 35 630 0 1,138 1,138 Hung, u-value 0.3, SHGC 0.32 SH Series 100: Glazing-JTD Andersen 100 Series Single 218 3,924 0 3,181 3,181 Hung, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50% coverage, u-value 0.3, SHGC 0.32 PCH SLDG GLASS DOOR: Glazing-JTD, u-value 0.29, 42 731 0 1,283 1,283 SHGC 0.3 PCH Outside BSMT: Door-JTD 20 228 0 72 72 PCH Front: Door-JTD .42 706 0 223 223 PCH Garage: Door-JTD 18.7 154 0 70 70 R-11 Blanket-6: Wall-Basement, Custom, JTD 6' below 1249 5,137 0 203 203 grade R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 6 31 0 3 3 grade for doors R-20 Batt+XPS: Wall-Frame, Custom, JTD R-15 batts+ 1993 6,697 0 636 636 1"Rigid Foam continuous R-15 Batt: Part-Frame, Custom, JTD 21 97 0 44 44 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 185.2 805 0 366 366 garage R-18 Gable: Wall-Frame, Custom, JTD 3"SPF+ 1" Rigid 210 730 0 70 70 Foam continuous SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1311.4 2,752 0 825 825 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt SPF R-19.5: Roof/Ceiling-Roof Joists Between Roof 18.6 68 0 20 20 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD 3"thick SPF R-0 BSMT: Floor-Basement, Custom, JTD 1160.7 13,928 0 0 0 Subtotals for structure: 36,861 0 8,458 8,458 People: 5 1,000 1,150 2,150 Equipment: 806 8,249 9,055 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 0 9,382 0 0 0 Ventilation:Winter CFM: 85, Summer CFM: 85 1,903 1,740 254 1,993 Blower Heat Gain, 249 watts: 0 0 850 850 AED Excursion: 0 0 700 700 Total Building Load Totals: 48,146 3,546 24,435 27,981 Check Fi urea Total Building Supply CFM: 1,102 CFM Per Square ft.: 0.318 Square ft. of Room Area: 3,462 Square ft. Per Ton: 1,360 Volume(ft3): 35,281 FB-67ilding Loads Total Heating Required Including Ventilation Air: 48,146 Btuh 48.146 MBH Total Sensible Gain: 24,435 Btuh 87 % Total Latent Gain: 3,546 Btuh 13 % Total Cooling Required Including Ventilation Air: 27,981 Btuh 2.33 Tons (Based On Sensible + Latent) Friday, January 25,2019, 6:11 PM ,Rhvac'-Residential&Light Commercial HVAC Loads ;Elite Soffiware'Development,Inc: Home;EnergY,ComplianceRaters.,. _:, ___ .;`,..,A_ 'Vanderbilt„2fi0-Re_eve_Road_ Broo haven-NY 1,1719:---, - - _ Pag ge 7 Total Building Summaly Loads cont'd Buildin `Loads., 2.55 Tons(Based On 80%Sensible Capacity) Notes = - Rhvac is an ACCA approved Manual J and Manual D 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. Friday, January 25, 2019, 6:11 PM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. v Home_EnergV Compliance Raters, _.- __- _ - t- e - Vanderbilt .260 Re 've Road Brookhaven NY 11719 - _ Pae 8 Manual S Performance Data - System 1 - Main Loads and Design Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 24,435 Outdoor Wet Bulb: 71 Latent Gain: 3,546 Indoor Dry Bulb: 75 Total-Gain: 27,981 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 1,102 Entering Dry Bulb: 75.6 Entering Wet Bulb: 63.2 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 48,146 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.1 Indoor RH: 30 Supply Airflow: 602 Equipment Performance Data at S stem Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 14ACXS036-230A**+CH33-36B+TDR+TXV, Nominal Capacity: 33,200, Manufacturer: LENNOX INDUSTRIES, INC. - Inte_-- Data, EDB EDB i J` Total Power 75 OF v '80 OF EM h'Air Flow l ODB Capacity'- Inpute Sensible I {Sensible F` CFM ' F i Btuh kW S/T Capacity SIT Capacity, Btuh ,i Btuh 1000 34000` 1.93 -0.78 26520 0.93 3162 63. _ 1215- 85 35000 - _ 1__93 0.8 _ 28000 0,96 3360- _ 10004. 35800 1.94 -062 22196 076 2720 37200 1.94 0.62 23064 0.78 2901 Interpolation Results: Percent Load. of Load Sensible Capacity: 27,633 24,435 113% Latent Capacity: 6,941 3,546 196% Total Capacity: 34,574 27,981 124% Power Input: 1.93 Heating: Model Type: Propane Furnace, Model: EL195UH070XE36B*, Nominal Capacity: 63,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Low of Load Heating Capacity: 63,000 48,146 131% Friday, January 25, 2019, 6:11 PM r Rhvac Residential.&Light Commercial HVAC Loads - _ Elite So ftavare Development,Inc. ,Home Energy Compl'ianca Raters•- -:Vanderbilt-260 Reeve_;Road Brookhaven W fWJG "Pa"e'9 system 1 Room Load Summa Htg -Htg Run Run Clg Clg _ _: Clg Ai'r ` - Room Area Sens = Rad;; v Duct ;Duct Sens: Lat 'Nom, ' ----Sys No".Name �SF • Btuh`-,-' Len -_Size `.Vel, Btuh',=... ' Btuh CFM` CFM` ---Zone 1--- 1 Basement 1,161 20,799 36.6 0-0 0 513 0 24 271 2 Living 365 3,735 6.6 1-8 522 3,877 200 182 182 Room/Foyer 3 Kitchen/Family 513 5,625 9.9 2-8 457 6,781 1,206 319 319 Room 4 Dining 257 2,781 4.9 2-6 334 2,791 0 131 131 Room/Powder Room Zone 1 subtotal 2,296 32,940 58.0 13,961 1,406 657 ---Zone 2--- 5 Master Bedroom 226 3,413 6.0 1-8 718 5,329 400 251 251 6 Master Closet 58 411 0.7 1-4 61 55 0 3' 5 7 Bedroom 2 211 3,443 6.1 1-6 744 3,105 0 146 146 8 Bedroom 3 154 1,900 3.3 1-6 344 1,436 0 68 68 9 Bedroom 4 142 1,152 2.0 1-4 749 1,390 0 65 65 10 Family Bath 56 398 0.7 1-4 59 53 0 3 5 11 Master Bath 118 1,543 2.7 1-4 230 286 0 13 20 12 Hall/Laundry 201 1,043 1.8 1-4 421 781 0 37 37 Zone 2 subtotal 1,166 13,303 23.4 12,436 400 585 Ventilation 1,903 254 1,740 Blower Power 850 System 1 total 3.462 48,146 81.4 24,435 3,546 1,102 1,102 System 1 Main Trunk Size: 14x14 in. Velocity: 809 ft./min Loss per 100 ft.: 0.069 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the "Average Load Procedure+ Excursion"method. FC-00-lifig System Summary - Cooling • Sensible/Latent .. ',:Sensible, Latent; Total =Tons'` Slit Btuh'i' Btuh -.Btuh Net Required: 2.33 87%/13% 24,435 3,546 27,981 Recommended: 2.55 80%/20% 24,435 6,109 30,544 Actual: 2.77 78%/22% 25,896 7,304 33,200 E ui rnent'Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH070XE36B* 14ACXS036-230A** Indoor Model: CH33-36B+TDR+TXV Brand: ELITE 90 MERIT Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 15 SEER Sound: 0 0 Capacity: 63000 Btuh 33200 Btuh Adjusted Capacity: n/a 34,574 Btuh Sensible Capacity: n/a 25,896 Btuh Adjusted Sensible Capacity: n/a 27,633 Btuh Friday, January 25, 2019, 6:11 PM Rhvac=Residential&Light Cornmercial HVAC Loads Elite Software Development,Inc. " Home_Energy.Compliance-Raters - __ _ „ _ Vanderbilt-260-Reeve Road Brookhaven Y 11719 " Pae 10 S stern I Room Load Summa cont'd E ui me'nt Data Latent Capacity: n/a 7,304 Btuh Adjusted Latent Capacity: nta 6,941 Btuh AHRI Reference No.: n/a 7782663 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 24,435 Btuh, Lat. gain: 3,546 Btuh, Sen. loss: 48,146 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB: 63.2F, Entering htg. coil DB: 67.1 F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1102 CFM, Req. htg. airflow:602 CFM Friday, January 25,2019, 6:11 PM �,, •�� Residential Plans Examiner Review •rm Form CCK. RPER 1.01 • • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets): Yes❑ No ❑x Mechanical License# or MA AE Forme(and supporting worksheets) Yes❑ No E9 OEM performance data(heating,cooling,blower): Yes❑ No 0 Building Plan# Manual D Friction Rate Worksheet: Yes❑ No Z Duct distribution system sketch- Yes❑ No ❑Q Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1 4• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 1.0 OF Orientation(Front door faces) Mst Indoor temperature 7Q of North,East,West, South,Northeast,Northwest,Southeast,Southwest _ Total heat loss 48146 Btu/h Number of bedrooms 4 Summer Design Conditions Conditioned floor area 3462 Sq Ft Outdoor temperature 83 OF Number of occupants 5 Indoor temperature 75 OF Windows Roof Grains difference 30 A Gr CLD % Rh Eave overhang depth 09 F{ Sensible heat gain 2445 Btu/h Internal shade Drapes Eave Latent heat gain 3546 Btu/h Blinds,drapes,etc Depth Window Total heat gain 27931 Btu/h Number of skylights EQUIPMENTHVAC • 4• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Heating CFM �a()2CFM Model EI195UH070XE36B-* Model 14ACXS036-230A** Cooling CFM 110'2 CFM Heating output capacity •6300 Btu/h Sensible cooling capacity 25896 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 73(14 BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 3340 B{U/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601 .1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, Extemal Static Pressure(ESP) IWC Longest return duct. Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) F{ Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Fnc4on Rate=(ASP■100)—TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jUrisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by RCCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. TOAN COMMENTSE3 I D TH \/AND :l==== l 0 II — — II LJX � Z N o z v A QUAL 1 TY NEN HOME MODEL E3Y W � OM��UILD1 � C, LLG tMODERN AC � z ry ry O O Pi Y #k > Lu lu nom,. lu lO OL 22V V w O N i FINISHED SECOND FLOOR � t 1 � � V u1 2 N rr�� J V wm O Z Z d� �?v lzu FLOOR AREA TABLE < � �ZO - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1,1615f IL OCA � � O FINISHED FIRST FLOOR FIRST FLOORlu - - - - SECOND FLOOR I,la nn,, Q m I r-TSARASE 552 sf O j } d cv BASEMENT 1,161 sf O Q N O !� 4` FINISHED GRADE PORCH 21a sf z 4 0 D I I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,355 sf Q i I I I I A I I I I I I I CONDITIONED FLOOR AREA 3,516 sf Z I I I I I V I I I I I I I I I (INCLUDES BASEMENT) - ' I I I I I I II I I II I I II I I I I I I I I I - -� - - - - - - - - - - - - - - - - � _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 36p2a Cf J L J I I L J L J L J L J L J L J L — J — � - - (INCLUDES ATTIC 4 BASEMENT) I I I I I I I I I I I I — _ � 3 • . - - � - - - - - - - - - - - - - - -I- - - - - - - - - - � - - - L — I- - - - - - -I - - - - - - — � Pw p P - -i- - - - - -- - - - - - - � - - - - - - - - - - - - - -E - - - - - -►- - � _ _ _ - � #:� z ; INDEX TO DRANIN05 DRAWING No. COVER 4 ELEVATIONS A-I r FOUNDATION PLAN p,-2 FIRST FLOOR PLAN A-3 iZO1�TL. YTIO1� 2nd FLOOR PLAN WALL BRACING 4 ROOF PLAN A-5 ' SCALE: 14' = I ft SECTIONS 4 DETAILS A-6 [HELP 1ER ] AU 2 1 2019 NOTES A-7 TJI-DETAILS A-8 m F, O _ J HOOD 5TUD HALL X Q O I � � 50LID SHIM OR TRIM BOARD1I 1 O Z to Q OQ } _� #8 FLAT-HEAD SCREWS 2" MIN PENETRATION INTO HOOD HALL FRAMING MIN I" FROM PANEL EDGE,TOP B BOTTOM < w 1- —�5.25 FASTENER SPACING: — Q Y � lu U 4 12 � Oj � r!� _ � " FOR PANEL SPAN 5 4 FT 1 O 0 O m 10" FOR PANEL SPANS 6 FT 8" FOR PANEL SPAN 5 & FT Q�/ o 0❑ ul w nc 3 z■ ■ 7/I6" HOOD STRUCTURAL PANEL SHUTTER () �� u � Z Q J APA SPAN RATING 24/16 HITH STRENGTH AXI5 VERTIGAL w d. 12 MARK ALL SHUTTER 5EGTION5 FOR LOGATION AND ORIENTATION 4Q �J 0 5.25 iK < m ----------- ------------ ----- ---------------------------- --------------- 1- z IL 5� Y < 0000 ❑0❑❑ z 0000 0000 o ------ ------------ -- ---- ----- ------------------------ — -- ❑❑❑❑ 0000 DATE: JANUARY 20101 THI5 DETAIL CONFORMS HITH 2015 IRC (as amended) COVER 4 S I DE ELEVATION REAR ELEVATION SIDE ELEVATION lelINDE30RNE DEBRIS PROTECTION ELEVATIONS _ " = SCALE: 1/8" = I ft = SCALE: I/8 I ft SCALE: I/8 I ft SCALE: 3/4 I ft DRAWING NUMBER A A D A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER 37'-4" STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE z 12-8 (R905.2.6) V O No. 15 ASPHALT FELT UNDERLAYMENT (RG05.1.1) ICE SHIELD BARRIER PER (Rg05.1.2) 14'-8 1/4" 7-5 2 v EMERGENCY ESCAPE _ AND RESCUE OPENING [R310] U1 2646 CASEMENT WINDOW I/2 STRUCTURAL PANEL SHEATHING O P.G. FTG 6" P.G. WALLS OR PREFAB. UNIT 2x8 [UG3B] P.T. LEDGER - - - - - - - - - - 6" GRAVEL BOTTOM,6" BELOW SILL R-3q GL05ED-CELL SPRAY FOAM (SPF) INSULATION 1/2"N GALV. LAG SCREWS AT I6" O.G. LADDER PER CODE (TYP-3) BASEMENT AIRS LL 4'-6" [R507.2] 4'-6" S" REINFORCED GONGRETE RETAINNGCE THALL L 0 GIll J (2)-2x10 DR #4 REBAR AT 12" ON-CENTER EACH WAY � DECK 7 o STANDARD HOOK AND LAP INTO 16' x 5" P.G. ABOVE " FOOTING. 2 MIN REBAR COVER SOLID WOOD BLOCKING z n ,1'/nN /'• "�,�•t„!./'f if' '°','. W a rA04�.'.�'ir.,' '.,'f;,:, f�\ O r____ TTtVI.•.-» - O------------' �'f...w'�,SL✓.cia`"r`'6'?=ea'+�' CANTILEVER ABOVE `j'"£,4 CEILING J015T Q %Z R-30 FG BATT IN JL Q N DRIP EDGE (Rc105.2.&.5) Ix8 WOOD FASCIA I I _ 1/2" GYPSUM WALLBOARD SOFFIT VENT 1�J - N OL - r - - - - - - NOTE- DOTJBLEIS J - - - - - - - - - - - - - - - - - -f I II° Ilc a 71%,"R� (V DOUBLE 2x4 TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID r I I FLOOR JOISTS AT 36'-O" I - - - - - - - - = MINIMUM 24" LAP SPLICE LENGTH (R602.3.2) A INSULATION TO WOOD FRAMING PER GANTILEVER I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND AREAS AND TO RE515T A MINIMUM 28 psf EMERGENCY ESCAPE a RESCUE OPENING I - - - - 3 ILI G SUCTION LOAD (EXPOSURE B) OR 40 psf tk} - J I GAS WATER HEATER (8310) GONG PLAT BRADFORD WHITE I HW MITW5056FBN p � I AND STEPS - (EXPOSURE G). J GAPAGITY = 50 gal - BASEMENT 3°68 I I QO < DN 10 RISERS O Z I It 4" P.G. SLAB O I I DRYWELL tt L - - - - - - - - -- - - - - - - - - - - - - - PLASTIC HOU5EWRAP INSTALLED OVER FOAM O N I I _ INSULATION. TAPE ALL SEAMS PER - NOTE: X O - - - - - - - - - - - - - - ( Z, 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'5 INSTRUCTIONS (R703.2) HOLODOWNS ARE v 3-1/2"(P 5TL COLUMN I N R-I5 UNFAGED FIBERGLASS BATT INSULATION NOT REQUIRED FOR Q 4"xl0"xl/2" TOP PLATE I I 23'-8 I I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS:) O - 5"x8"xl/2" BASE PLATE 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ I I THIS PROJECT. ON 2-6 x2-6 xl2 DEEP P.G. FTG. I Q GAP-HEAD NAILS WITH A MINIMUM 3/4" w/(3)-#5 REBAR EACH WAY I I I I PENETRATION;SPACED 12" O.G. PERIMETER AND N R-13 2 GL05ED-GELL SPF INSULATION 16" O.G. FIELD. (TYPIGAL-4) I I N I I (ALSO AT RIM JOIST IN SECOND _O z I I FLOOR PLATFORM - NOT SHOWN) I/2" STRUCTURAL PANEL SHEATHING ^ L z 7-2 7'-4" 7-2 7'-2" 7'-2" I - -- -- -- I -- L_7- FF O O I I `t - 3/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE Q O I I 2x BAND J015T I L - J L - J L - - J BEAM POCKET I °o l I o O t I (2)-1.75x11.25 LVL GDR (TMP-2) I I °< m 2x6 PRESERVATIVE TREATED SILL [UG2] (ENGINEERED DESIGN) I I IL I I FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL (2)-2x10 FL HDR 1 Co I N T I I UNEXGAVATED I - EXTEND SIDING TO WITHIN 12" OF FINAL ® O v I I N I N FOUNDATION ANCHORAGE [R403.1.6] GRADE FOR HISTORIC, DISTRICTS - 'I I - T COLUMN D_ - I I Q I I MINIMUM}�" dia. ANCHOR BOLTS EMBEDDED A 1 1 3 i/2 0 5 L G L I I O 1 MINIMUM OF 7' INTO CONCRETE OR GROUTED iz-H t 4x7 x1/2" TOP PLATE I __ I 10 I I N I I CELLS OF CONCRETE MASONRY UNITS. THE LL 8x8 xl/2 BASE PLATE - I Q I I O I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD FINISH GRADE „ (2)-2x10 O ON 2-O x2-O xl0" -�I FL HDR L -J z OF THE WIDTH OF THE PLATE. A NUT AND l�. LL x DEEP P.G. FTG. tL L I I-1 L I I L�zJ I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO (` 0 0 0 m m l� +�- ♦9 O x I O O BOLTS PER PLATE SECTION WITH ONE BOLT x ml x x m V I I ^I N1�1 I Q N ° I I H� I I rp LOCATED NOT MORE THAN 12 INCHES OR LE55 � �-- ;.% STUD TO SILL PLATE UPLIFT z O ,1 , THAN SEVEN BOLT DIAMETERS (3.5) FROM EACH tu STRAP UNDER POST TO ROOF Q END OF THE PLATE SECTION. WALLS 24 INCHES z lu BEAM (TYP-4) OHI I TOTAL LENGTH OR LE55 SHALL HAVE ONE u o- z- r"- I I U Q ANCHOR BOLT LOCATED IN THE CENTER THIRD OF O Q - DECK HOLDDOWN t I I I I O � -I o-1 w 5IMP50N DTT2 I I I THE PLATE SECTION AND SHALL BE ATTACHED J m _ INSTALL IAW MANUFAG�l1RER'5 SPECIFICATIONS 1 - - - - _ _ _ _ I I I I TO ADJACENT WALL PANELS AT CORNERS AS Q Q (� t,'-, J- ° I (TYPIGAL-6) r _ 8" P.G. FOUNDATION 5TEMWALL UPON I Q ( SHOWN IN ITEM q OF TABLE R602.3(I). Q L Y U[ JJ-1 Z z dJ - I I6 x 8" DEEP CONTINUOUS P.G. FOOTING p Q v v pC (L. t- Q °' a o� Lu > IYw `A ®O - - - - - - - - - - - - - - J I N R-II BASEMENT WALL BLANKET INSULATION o o <-1 ,�° V - - - I DECK " I - -- - - �o Zoe 0 �> %z< � (2)-2x10 FLUSH - ABOVE -�\ /�- - - - - - - - - - -- - - - - - - - - - - - - - w a oL � COQ O \-- - - - - - - - - - -� Qm M_ z (� P.G. FOUNDATION WALL o < D CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 - (1 - - - - - - 1L - - - - - - BAR WITHIN 12 INGHE5 OF THE TOP OF WALL STORY < u AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL 2'-q" 2'-O 5'-2' 2'-0" 2-q" x 2'-q 2'-O 5'-21. 2'-0" 2'-q" N STORY [IRG TABLE R404.1.20)] 2x8 [UG313] P.T. LEDGER EXPAN51ON JOINT - I/2"cD GALV. LAG SGREW5 AT ♦ ♦ ♦ 16" O.G. [R507.2] 4" P.G. FLOOR SLAB ♦ i - - - - - - - - - - ♦ ♦ 4x4 [UG4A] PRESERVATIVE TREATED P05T (3)-2x8 GDR _- P.G. FTG (3)-2x8 GDR GALV. METAL P05T BASE ANCHOR ON -- -- -- -- 12"(P (1&"0 AT ENDS) x 4'-0" MIN. DEEP P.G. FTG. - - - - - - - - - - POURED CONCRETE FOOTING q'-O" TO UND15TURBED GROUND ON UNDISTURBED 501E - TOP OF FTG. 2" ABOVE FIN15HED GRADE 2" 2" [TYPICAL FOR (q) AT 12"(P AND (2) AT 18"V] 6 MIL POLYETHYLENE FILM CONTINUOUS UNDER 5TEMWALL -• ,�. 3; 2'-3" W-0 I/2" 2'-O" q'-7 1/2" 2'-O" q'-O 1/2" 2'-3" 24'-I I" TYPICAL NLL SECTION FOUNIDAT I ON FLAN SCALE: NTS •iv �N�lr4e,f .bi A SCALE: I/4" = I ft Dr.LIV 'G 2 2 2019 A-6 - r O Xo ° � � � o lu o z �- 03 z q �-- 1013 Ix i) d Q o� o tu WW INDOAND DOOR SCHEDULE O uQl O m m z No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS STRUCTURAL DESIGN NO TEI lWl��4 �- z Ix � Z 4 A ANDERSEN 100 SERIES 3050^ 32"x 26 1/16" 5.79 sf 10.38 sf 5.79 sf 15.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 36.0"x 60.0" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE In accordance with the 2015 IRC, (as amended); Z OL 9 (n LuB ANDERSEN 100 SERIES 4040 44"x 20 1/16" 6.12 sf 11.20 sf 6.12 sf 16.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 48.0"x 48.0" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE Q v V structural elements such as engineered wood, steel C ANDERSEN 100 SERIES 2050 20"x 26 1/16" 3.62 sf 6.12 sf 3.62 sf 10.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 24.0"x 60.0" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE g and steel/wood composite columns, beams, headers D ANDERSEN 100 SERIES 2646^ 21 11/16"x4713/16" 7.21 sf 7.63 sf 7.90 sf 11.3 sf U=0.27 SHGC=0.28 -28.0/-37.8 psf[10 sfJ 30.0"x 54.0" D CASEMENT,VINYL FRAME,LOW-E GLASS,NO GRILLE and girders that: } Z IL E ANDERSEN 100 SERIES 60611 R 29 1/2"x 78 7/8" 16.16 sf 32.58 sf 16.16 sf 41.0 sf U=0.30 SHGC=0.32 -23.0/-31.1 psf[50 sf] 72.0"x 83.0" E GLIDING PATIO DOOR,VINYL FRAME,LOW-E GLASS,NO GRILLE F THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT F FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist gravity loads, ondltuY ° G THERMA-TRU SMOOTH-STAR SSF220 32"x 84" 18.7 sf 0 sf 18.7 sf 20 sf U=0.18 SHGC=0.01 N/A CHECK UNIT G SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR 13 H C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT H RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS 2) are not contained in the prescriptive design IL%0O z I THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT I HALF-LITE,LOW-IE GLASS BASEMENT-TO-OUTSIDE DOOR provisions of the 2015 IRG (as amended) IL J ANDERSEN 100 SERIES 3020 29 13/16"x 8 1.66 sf 3.50 sf 1.66 sf 5.8 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 36.0"x 24.0" J AWNING,VINYL FRAME,LOW-E GLASS,NO GRILLE were designed to accordance with K ANDERSEN 100 SERIES 6016 - - 5.10 sf - 9.0 sf U=0.30 SHGC=0.32 26.0/35.1 psf[20 sfJ 72.0"x 18.0" K TRANSOM PICTURE,VINYL FRAME,LOW-E GLASS,NO GRILLE g MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED ANSI AWG ND5-2015. >n MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] Structural Clements such as walls and fenestration ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 that: I) resist wind loads, and DATE: JANUARY 201Q 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2015 IRO (as ormended) TYPICAL WALL SECTION were designed in accordance with ASCE 7-10 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are annotated "ENGINEERED DES1,6N." A == 2 NOTES INDEXED TO "2015 INTERNATIONAL ENERGY GONSERVATION GODS" $ NYS "2016 -►'-lo I/2" Io'-6 I/2" ENERGY GODS SUPPLEMENT" A R1015 COMPLIANCE: This building was designed and shall be v � A-6 F Z i' constructed to meet the 2015 IECG (Energy Code)Residentlal Q = w PROVIDE RESERVED SPACE IN SERVICE PANEL FOR O Provtslons (as amended). Both RE-5-check 015. Department of Q w N 3 N Q WOOD STEPS FUTURE SOLAR ELECTRIC INSTALLATION N103.7) N Energy) and REM/Rate Moresco) computer software was Q Q J(]O j O utllitzed to demonstrate compliance. All mandatory provisions rL 0 U- z 0 ATTIC PATHWAY FOR SOLAR ELECTRIC NI03.6) QZ of the Energy Code are in force. �n z tY ? - DC Z Q �;� b'_O" WALL LINE INSTALL 2"(P VERTICAL SCHEDULE b0 PVG CONDUIT O r R10522 WRITTEN STATEMENT= To the best of my knowledge, ~v Q v 0= ABOVE (E3801.2) THROUGH ALL WALLS TO ATTIC, WITH IL y CLOSED-GELL 5PF belief and professional judgement,these plans comply with the Z USI Q W z TEMPORARY PLU65 OR GAPS AT EACH TERMINUS. u�r} Energy Code. Furthermore,as a RESNET certif led rater (I D. W W W No. 26143q'1), I certify that these plans comply with the Home w p-%z O O O \ O O o ~ Z l 0 ZQ- 4 O Energy Rating System (HERS) program. A signed certification Q X Z N --- of compllance with the HERS program will be submitted of the �Z w i constructed building to demonstrate compliane with Town p Q LU n, Q w (3)-3°52 6°6° - I I_ ,._____:. �-:-a: �_�,,: w OCL •� ..-' -- - ---- ---1 ---L------ ----- L _ �X GYPSUM BOARD code. N J w V 0 O U Q (2)-1.'15x11.25 LVL HDR "`-(2)-l.-75xl1-25 LVL HDR ---- -----T---J -1 ® L------ O O 'y` t4 N w<O N n z (ENGINEERED DE5IG (ENGINEERED DESIGN) I N I DW I I N ti CONTINUOUS BEAD OF 8301.1 CLIMATE ZONE= 4A Suffolk,NY(Moist) N - L-- ----1--__J-------------- I Q SEALANT ' v Q (V I " 84012 COMPLIANCE= This protect complies with 2) Section 8405 Q== z ----'� I j 12'-8" ! dl GYPSUM BOARD - Simulated Performance Alternative, and the provisions of o �,~n z> O OUTSIDE I I Sections 8401 through 8404 labeled "Mandatory." �LI p s IR INTAKE m KITCHEN i j 36" �AILINO # _ -------------------- O Q -J V 1L t�l HOOD ------------------- Mandato requirements: w�p� �0 23'-4" 7'-O" 4'-4" I I ______-----_ ] � CONTINUOUS BEAD OF 840 3 GERTIFIGATE: Builder to post per Gode Q O�_ X r ___----_------ r `? O 1 SEALANT R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 z tL U)Q U u l I _ I O t- AGH by HERS rater. See Table R402.4.1.1 In plans I 0 I ( CONTINUOUS MINIMAL R402.42 FIREPLACES: Factory built with UL 127 doors o FAMILY ROOM BREAKFAST o I I O I BA E NT EN GE 0 j EXPANDING FOAM AT WINDOW 8402.43 FENESTRATION: See window/door schedule LZ I -------------� o n <- O N j UNIT PERIMETER R402.4.4 FUEL-BURNING APPLIANCES: All room heating and ® ' - - z 411 i hot water heating appliances to be direct vent with both 'n 'n •~Q Q Z O Intake and exhaust pipes installed continuous to the O NOTE: q'-O" GEILING HEIGHT o O I= I f n WINDOW UNIT .o V I outside. � THROUGHOUT FIRST STORY � � R402.45 RECESSED L16HTIN6: IG-rated and labeled air , leakage not more than 2.0 cfm per Code I I ELEG. PANEL c0 g p r- � 25 cfm TO HRV I I 8402.5 MAX. U-FACTOR d 51-106: See window schedule GOVT. VENT I I (V R403.1 CONTROL5- See plans for thermostat Information `t d 20 cfm TO HRV (MI507.4) -- 3 R403.32 DUCT SEALING: All duct joints shall be Pro I TEGHNOLOGIE5 CONT. VENT I I 3 _______________ mechanicallyfastened and sealed with duct mastic MODEL TT05 (MI507.4) I I 3 -�- p CONTINUOUS MINIMAL PROGRAMMABLE sealant. Apply mastic to duct seams. 3 I II EXPANDING FOAM AT WINDOW THERMOSTAT I I I I 840333 DUCT TESTING: Total leakage shall be tested. � I 3 UNIT PERIMETER 8403.35 BUILDING CAVITIES= Framing cavities shall not be I I 3 o I II used as ducts or plenums. 6-6' REF I I - I I R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate 4101T 2x8 HDR F O 4x4 POST J I II I( mechanical system pipes to a minimum of R-3 where p (3)-LTS x 14 LVL FLUSH (37' LONI I I 0 . =•a_ required by Code. N - -- - - -- - 2�QR403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION m ° PDR 3'-O" LOAD BEARING LL v SYSTEM. Not In pro ect O R403b MECHANICAL VENTILATION= HRV continuous O I 4., 36" RAILING X I II O CONTINUOUS BEAD OF ON , SEALANT ventilation system - see plans. m j U 10 R - I 4'-6" 4 W ql-2" SELF-CLOSING 20-min I II R4053 HVAC EQUIPMENT: Sized In accordance with ACGA g)RDOR (8302.5.1) 4x4 POSTI I Manual J and Manual 5 R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable -- -- - ° GYPSUM BOARD R403A SNOW MELT= Not applicable \'` 1 36" RAILING I z 287 t---------------JI R403.10 POOLS= Not applicable _ v 4 I 7'-6" 3'-2" iv R403.11 PORTABLE SPAS. Not applicable in o cv - Q -' �' -- i R404 LIGHTING: Builder to install hl h-efficlenc lams In at -_' = i r ! I 2�7 n _ (3)-1.75 x i4 LVL DROP HDR _______________LU - civ 9 y P m 2' O 2-6 ' I I j r CONTINUOUS BEAD OF least 75:G of permanently Installed fixtures. N � ; \�,, � � _ (ENGINEERED DESIGN) � II J-I--I ADHESIVE / I p-, n Q INTERIOR GARAGE WALLS: I II CONTINUOUS BEAD OF 8405 SIMULATED PERFORMANCE ALTERNATIVE: This method was O I� I - I o R-15 BATT INSULATION GARAGE j I n j used to show compliance with the Energy Code. REM/Rate 0 J 7 (2)-2x10 7 1Z - Y2" GYPSUM BOARD 5" P.G. SLAB I II `J J SEALANT software was used to model the buildln erformace - see 'Q > Iu- FL HDR tL `fl g p I - PITCHED TO D008 I I 2015 IECG Energy Cost Gompllance report provided with GARAGE GEILING: I II Permit Application. RES--heck was used to model the building _ _ j; I I� FOYER DINING ROOM ~ y2" 6YP5UM BOARD I II -CL-0-5E ` -� performance based on national standards - see RECcheck 0 ! I x L I V I NC ROOM 1= 0 O 2" CLOSED-GELL 5PF p i i [TABLE 8302.6] Q I I i t Compliance Certificate and Inspection Checklist provided with iv 0 Int Int ,n I II Permit Application. I x x V n . (I, I :p1U) I_ 4' X I I I O OL a) .______-__._-_._...___ ._____.._ __ __ _._--_.____ I^ 14 O PLYWOOD 5HEATHIN6 UNDER N �I O OYPSUM FOR i 4' 1:_0:. I� I� F _ BRACED WALBLDL NE DGS-WSP i II V W m O v V (�/ �' CONTINUOUS BEAD OF �_ SEALANT I - (2)-1.75 x 11.875 LVL HEADER I lA - - -� O Z W _i SEE PORTAL FRAMING DETAIL O 1' O _ I GYPSUM BOARD 1 O 3°7°(�),20 l0° SDR RA.6. 3°5° 3�° N Z � O Z � � O 8308.4 HAZARD GLAZING ' N � mm -7 _ _ _ U J __ __ OZ U--I -~~ (2)-1.75 x 14 LVL F1 0 0 - d, LU > 0.W t- ®W _ _ (2)-1.75 x 14 LVL F D- 2 O �4 CONTINUOUS BEAD OF 205° 3°5° N 205° 'Z b'_O" 2°5° 3°5° N 2°5° O O JL- <V <J SEALANT i�- CONTINUOUS MINIMAL Oi O O O Illy v PORCH Q O O O 6-I' I I 10 6 3 ry Q EXPANDING FOAM AT WINDOW 5/4x6 DECKING �` 4x4 P.T. POST X Q (� 7-4" 7'-4 x cv (TYP-4) V� UNIT PERIMETER _ (� WINDOW UNIT(OR \ WEATHER-PROOF DOOR) O I TABLE R402.4.1.1 iv __ (2)-2X10 HDR -- -- (2)-2x10 HDR - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CONTINUOUS MINIMAL CRITERIA 14'-2" q'-O" 14'-2" 24'-4"41 a °"' "•ilg'':":','e s EXPANDING FOAM AT WINDOW A continuous air barrier shall be installed in the UNIT PERIMETER building envelope. "`1 .':�„.••': ;' r I General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as continuous air barrier. a sealing material. ; • '. s� Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be CONTINUOUS BEAD OF aligned with the insulation and any gaps in the air P` SEALANT barrier shall be sealed. The insulation in any dropped ceiling/soffit "•r:• :t :'T.: Ceil;ng/attic shall be aligned with the air barrier. A-6 ,•, Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. kr°•, GYPSUM BOARD Cavities within comers and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling r i'i', j :^ DELI E7-F',' P,UiG3 2 2 GONTINUOU5 BEAD> OF sealed. the cavity with a material having a thermal I ADHE5IVE resistance of R-3 per inch minimum. Walls The junction of the top plate and the top of exterior Exterior thermal envelope insulation for IST FLOOR 00 FLAN 1� walls shall be sealed. p FIRST J I` f"'� CONTINUOUS BEAD OF framed walls shall be installed in substantial SEALANT Knee walls shall be sealed. r contact and continuous alignment with the air SCALE: I/4" = I ft .._ ,X barrier. l l Windows,skylights and doors The space between window/doorjambs and Q `' framing,and skylights and framing shall be sealed. - In 2" GLOSED-GELL SPF111-1 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. \/ O Floor framing cavity insulation shall be /� t installed to maintain permanent contact with � O (n the underside of subfloor decking,or floor I6 go STRAP TIE INSIDE GARAGE O v framing cavity insulation shall be permitted to 22" TOTAL LENGTH - CENTERED 116 0 Z In Floors(including above garage and The air barrier shall be installed at any exposed (20) IOd OR (22) 8d FASTENERS LU O IL be in contact with the top side of sheathing, _ cantilevered floors) edge of insulation. ALLOWABLE TENSION = 1,105 Ib r - or continuous insulation installed on the (1 O O Q } fi --11 _ CONTINUOUS SILL SEALER underside of floor framing and extends from NP-2 O Z a the bottom to the top of all perimeter floor O X Z FULL WIDTH OF SILL framingmembers. DOUBLE TOP PLATE Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to �� , •, I FOUNDATION WALL overlapping joints taped. the crawls ace walls. i : O _ 175x11.875 LVL HEADER% Duct shafts,utility penetrations,and flue shafts " '/ �'/� / ""� '�`" %�'�� %�� /• � ` Shafts,penetrations opening to exterior or unconditioned space shall be I- O Z O j> / 41 ` CONCRETE SLAB sealed. 1 j I- 4 Z / , w� ✓ Batts in narrow cavities shall be cut to fit,or STRUCTURAL DESIGN NOTE LU 0'd 0. W d, ZZ narrow cavities shall be filled by insulation liJJ 11� Z - \ Narrow cavities that on installation readily conforms to the Q /•4 __tea.. ..�..-_� __ _ter;� Y In accordance with the 2015 IRC (as amended); Z 0. V '� ;/ available cavity space.\ \`` = structural elements such as engineered wood, steel \ Air sealing shall be provided between the garage X oo ,/ �/ Garage separation - and steel/Wood composite columns b `�. 0.� m /� / j.�' and conditioned spaces. i , exams, headers ` IL . \ � Recessed light fixtures installed in the and girders that: Z ,� .� ,� / �,'`•• Recessed light fixtures installed in the building '`y. / / Recessed lighting building thermal envelope shall be air tight O (�/ ';"J Js�ti 1 ��`s� �/�` / thermal envelope shall be sealed to the drywall. and IC rated. Batt insulation shall be cut nearly to fit around DOUBLE 2x4 FRAMING I) resist gravity loads, and lu p wiring and plumbing in exterior walls,or O O O Z Plumbing and wiring insulation that on installation readily conforms 2) are not contained In the prescripitive design iL provisions of the 2015 IRC (as amended) to available space shall extend behind piping 1L (V NOTE: IT 15 THE INTENT TO PROVIDE FOR A and wirin . CONTINUOUS AIR BARRIER ALIGNED WITH THE The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Were designed in accordance with THERMAL ENVELOPE. THI5 DETAIL 5HOW5 Shower/tub on exterior wall showers and tubs shall separate them from the g IL TYPICAL METHODS OF AIR-SEALING USING showers and tubs. shall be insulated. '; ''`•• ': � ANSI AWG NDS-2015. VARIOUS BUILDING ELEMENTS, APPROVED The air barrier shall be installed behind electrical or 'a: ADHESIVES AND SEALANTS. FRAMING Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be s ; :;'.; ,•;: , :.: ., :.,. ,: -. •. ,., s •� ;::; t:.';� %,'. :;: :::':•, Structural elements such as walls and fenestration GONFIGURATIONS NOT SHOWN, SUCH AS r.:. CANTILEVERS AND STAIRWELLS, SHALL BE installed. that: h HVA register boots that penetrate buildingthermal SEALED IN A SIMILAR MANNER TO PROVIDE FOR HVAC register boots C g •� , g envelope shall be sealed to the subfloor or drywall. DATE: JANUARY 201e1 A CONTINUOUS AIR BARRIER ALIGNED WITH THE • THERMAL ENVELOPE IN ALL LOGATION5. When required to be sealed,concealed fire 1) resist wind loads, and Concealed sprinklers sprinklers shall only be sealed in a manner that is FASTEN SHEATHING PER CODE recommended b the manufacturer. Caulkingor [R602.10.6.4] 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2015 IRC (as amended) PLAN AIR SEAL"I NC I7ETA 11_5 AIR SEAL I NC NOTES PORTAL FRAM I NC DETAIL were designed In accordance with ASCE '1-10 wind SCALE: 13/4" I ft SCALE: I/4" I ft provisions and acceptable engineering practice. DRAWING NUMBER = = where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 O (�V A F- z A-6 IlA O I -------------------—� O N I I ---------------------� V I I O I T-2" 2'-6" 6'-l0" 4'-4" W lu A i O I O B Z N 3 ° 10'-8" 5 5 r271 3°5° a'-S.. AW INC `{ ° K is 1l'I O N , p In z CS it 4 ONQ� M BATH `�i o N50M BEDROOM 3 GL BEDROOM 4 m 8'-0" G Ht Z II�XX ry O G Ht 8'-O' G Ht _ f N � - 20 cfm TO HRV IL HVAC EQUIPMENT IN ATTIC GAS FURNAGE: LENNOX ELI95UHO7OXE36B p i a� Q G(MI50 4)T 20 cfm TO H INDOOR COIL: LENNOX CH33-363+TDR+TXV I Pro] TEGHNOLOGIE5 =, 1V 7 CONT.VENT — -------- -------------------------------------------------------i OUTDOOR UNIT: LENNOX 14AGX5-036-230A -r I (MI507.4) �I MODEL T-I05 � � � BATH HEATING GAP: 63,000 Btuh;AFUE = a5.o PROGRAMMABLE d� I COOLING GAP: 33,200 ENC SEER = 15.00 2663 I O THERMOSTAT (,L �j O WHOLE-HOUSE MECHANICAL VENTILATION WITH EG MOTOR(R403b) j AHRI REFERENCE No. 1782663 ---- �j 2670 2670 O 2410 3'-O' 3'-O" FANTEGH VHR 2008-EG HEAT RECOVERY VENTILATOR(IN ATTIC) OWER EGO-TOUGH PROGRAMMABLE HALL CONTROL IN MASTER BEDROOM INSTALL IAN MANUFACTURER'S SPECIFICATIONS I 6" dia. R-6 INSULATED DUGTS TO OUTSIDE SMOKE 3 G.O. I� 1 _ 4" d1o. EXHAUST DUCT TO EACH OF THREE 3ATH5 d KITCHEN HALL CD ODETEGTOR (TYP) O IA.G. Rl<TURNI 2to 6" dia. FRESH AIR SUPPLY DUCT 4 DIFFUSER IN HALLHAY j 20-70 247° DUCTS IN ATTIG INSULATED TO R-6 I 6'-6" I'-O" 10'-O" HALF HALL m L_ _ m CC. (2)-2x10 HDR L I I I I`� O O (2)-I.-f5xcI.25 LVL FLUSH ------------------------- _ SYSTEM TO BE SET AND BALANGED TO PROVIDE MIN. 20 cfm FROM _ — —— _ EACH BATHROOM AND MIN. 25 cfm FROM KITCHEN CONTINUOUSLY. I �N 3050 (ENGINEERED DESIGN) V- BI-FOLD I HAND I BEARING WALL _ K 210 m THERE SHALL NOT BE ANY DUGT5 CONNECTED ® D -> cV RYER WASHER DRYER EXHAUST TO THE HEATING OR COOLING SYSTEMS I m 5' (MI502) I I I rr2¢(6,� - O I f 12" x 12" AIR TRANSFER GRILL IN CEILING L31-2" n O z 2x10 STUD HALL AT 24" O.G. o O ON 5 1Z HVAC R.A.G. CHASE �p j I v v I N _ 4" Z V ON BEDROOM 2 N GL '� N W.I.G. ��° MASTER BEDROOM 8'-0" G Ht 8'-O" G Ht I O 4 10 I L m F- V d) lu m 14'-0" 2'-2" 5'-6" 4" 14'-0" � d W Z Z (2)-1.75x14 LVL_wMT530 M_TL STRAP AT EACH END (2)-1.75x14 LVL w/HT530_M_TL STRAP AT EACH EN j m Z W1l -� a' O Zul (ENGINEERED DE51GW (ENGINEERED DESIGN) I Iv �— Q Q Z I p 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. E Z Z (2)-2x10 HDR —— (2)-2x10 HDR —— `t I D_ -- -- -- ------------------------------------------------------- Q Iu OC W 00 3°50 2°5° N O 4205° 2050 O 2050 O O } 3050 b' " O Q O A 7'-4" T-4" 0 'f'_4 f1 I I ------------------------- I / I------------- ------ A-6 ,4.4. ,t`-�yv:G• DELIVEREr! 2 01 SEOCNrI ) FLOOR PLAN SCALE: 1/4" = 1 ft O V O Op � � x ) A o iE � 0 �r IU o tL Z Q DO Q } oCQz 7 — oY 15 6 SOLAR-READYups O m CERTIFICATE Wz This home has STRUCTURAL DESIGN NOTE Iu 0 w incorporated features at < . Ju Z p the time of initial In accordance with the 2015 IRC (ais amended); Z (L LUv construction to enable the structural elements such as engineered wood, steel installation of solar o o and steel/wood composite columns, breams, headers < < a electric. and girders that. > z d The solar-ready roof 1) resist gravity loads, and to V t Q zone Is shown on this 46 0 -1 Q tK construction plan excerpt CONDUIT 2) are not contained In the prescrilptive design 0 z and is free of LL cv GO UIT obstructions that would CON UIT provisions of the 2015 IRC (as amended) O limit placement of solar OC p were designed in accordance with � panels. AN51 AWG NDS-2015. In Plastic conduit for future , �L, Structural elements such as walls and fenestration electric wiring has been Ir o that: Installed through walls at DATE: JANUARY 2014 the locations shown to I) resist wind loads, and SOLAR-"READY facilitate the Installation ROOF ZONES of wiring between the 2) are not contained In the proscriptive design 2nd FLOOR electric service panel and provisions of the 2015 IRC (as amended) PLAN roof-mounted solar panels. were designed in accordance with ASCE 7-10 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are NEXT TO ELECTRIC SERVICE PANEL 103.8 annotated "ENGINEERED DESIGN." A _ 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL N ) BNL E3 E3HL A E3-411 2-4" 0) ROOF LINE U_ I mnurr f. TABLE R802.5.1(9) RAFTER/CEILING JOIST Sa,b,c, d,e,f,h 13 ......................................... HEEL JOINT CONNECTION ZI GROUND SNOW LOAD(pslo lu 209 30 6 RAFTER RAFTER Roof span(feet) SPACING SLOPE (inches) 12 20 28T36 12 20 28 36 13 < Required number of 16d common nails < 14�, a,b d,e,f per heel joint splices', X 6 8 11 4F 3:12 16 5 8 10 13 5 8 11 14 X N 24 7 11 15 19 7 11 16 21 LL 12 4:12 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 < 12 3 4 5 6 3 4 5 7 ROOF BELOW 5:12 16 3 5 6 8 3 5 7 9 1.15 x 16 LVL RIDGE -IT --------------- 1z X 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5 7:12 16 3 4 5 6 3 4 5 6 _F 24 3 5 7 9 3 5 7 9 f 12 1 3 4 4 3 3 3 4 2AO RIDGE 24 3 4 6 7 3 4 6 7 KI 12 3 3 3 3 3 3 3 3 Ile, 0 1 __I M 1 4 3 3 3 4 12:12 16 3 3 4 24 3 5 3 3 4 6 ATTIC, PATHWAY FOP, 50LAR ELEGI 003.6) 4 4 E3NL 2 INSTALL 2"(P VERTICAL 5GHEDULE &0 PVC, V CONDUIT (E380I.2) THROUGH ALL HALLS TO LU ATTIC,, WITH TEMPORARY PLU65 OR GAPS AT For SI: I inch 25.4 mm, 1 foot 304.8 mm, I pound per EAGH TERMINUS. square foot 0.0479 kPa. 7, a. 40d box nails shall be permitted to be substituted for 16d X 6 common nails. b. Nailing requirements shall be permitted to be reduced 25 z z ii percent if nails are clinched. k 2xI0 RR AT 16" o.c. c. Heel joint connections are not required shere the ridge is supported by a load-bearing wall,header or ridge beam. 1z d. Where intermediate support of the rafter is provided by X 5EOCNr�) 5TOR"r E3NL PLAN (N vertical struts or purlins to a load-bearing wall,the SCALE: 5/16" 1 ft 2xIO RR AT 16 o.c. 2xI0 RR AT 16" o.c. ROOF LINE tabulated heel joint connection requirements shall be WALL LINE permitted to be reduced proportionally to thel reduction in ----------------------- span. 6 e. Equivalent nailing patterns are required for ceiling joist OL 11-- ROOF NE to ceiling joist lap splices. tu to 2; iV f. Where rafter ties are substituted for ceiling joists,the tu SOLAR-READY ZONE 003.3) heel joint connection requirement shall be taken as the Z Z <-t dJ z DC - - J U_ ()-1 lu PROVIDES TWO 3 ft HIDE AGGES5 PATHWAYS = d� Z 1z FROM EAVE TO RIDGE (IFC, 605.11.1.2.3) THIS tabulated heel joint connection requirement for < X N AREA TO REMAIN CLEAR OF OE35TRUGTIONS two-thirds of the actual rafter slope. PORCH ROOF BELOW PORCH ROOF BELOW 5UGH AS VENTS, ETG. 0103.4) g. Applies to roof live load of 20 psf or less. z .0 D_- r- ryk 'o (TYPICAL-3) OW h. Tabulated heel joint connection requirements assume > ji < that ceiling joists or rafter ties are located at the bottom < ................ of the attic space. Where ceiling joists or rafter ties are > %11< located higher in the attic,heel joint connection < requirements shall be increased by the following factors: Z Heel Joint Connection Adjustment Factor ROOF FLAN b 7- SCALE: 1/4" 1 ft HQ/HR 1/3 1.5 1/4 1.33 E3V4L F E3�,L P E3V4L G 115 1.25 ---------- 241-411 1 1/6 1.2 1/10 or less 1.11 f Rei . ....... where: 1/211 IRC BRACED WALL PANEL CALCULATIONS 3'-4 1/2 41-4 Hc=Height of ceiling joists or rafter ties measured vertically - - ---------------------- E3NL 3 Wind Adjustment Factors- IRC Table R602.10.3(2) (p.181) above the top of the rafter support walls. • ---------- -------- Upper Story H Height of roof ridge measured vertically abovie the top of R the rafter support walls. Numbered Wall Lines Lettered Wall Lines Comment Exposure Category 1.00 1.00 Exposure B; 2-Sty Roof Ear-to-Ridge Height 0.84 0.84 71-411 81 Wall Height 0.90 0.90 -011 0 F I N Number of Braced Wall Lines 1.00 1.00 2 if rr4 Additional 800 lb Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 N/A E3V4L 4 Wind Factor Total 0.756 0.756 on U) _J Braced Wall Line 140 mph Required Total Required Bracing Length Braced Wall Line Bracing Method Wind Factor Total Status Spacing (ft) Bracing (ft) Bracing Length (ft) Provided (ft) Z --------=77-1-11, CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 0 U_ 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK --------------- LL JU k) dJ N to ------------ Wind Adjustme nt Factors- IRC Table R602.10.3(2) (p.181) X Lower Story lu STRUCTURAL DESIGN NO LU z § lu 9 Numbered Lettered (Garage) Lettered (Dwelling) Comment < < tu Exposure Category 1.00 1.00 1.00 Exposure B; 2-Sty In accordance with the :2015 IRC (cis amended); Z 0- struc-tural elements such as engineered wood, steel Roof Eave-to-Ridge Height 0.92 0.84 0.92 7!-4" (dwelling); 6-0" (garage) Y and steel/wood composite columns, beams, headers > 4. V < tl Wall Height 0.95 1.00 0.95 9!-0" (dwelling); 10'-0" (garage) 7 IL Number of Braced Wall Lines 1.00 1.00 1.00 2 (dwelling & garage separate ca1c) and girders that: --------------- Additional 800 lb Hold Down 1.00 1.00 1.00 N/A 1) resist gravity loads, and LU Gypsum Board Fastening 1.00 1.00 1.00 N/A :2) are not contained in the prescriptive design LL ---------a Wind Factor Total 0.874 0.840 0.874 provisions of the 2015 IRC (as amended) LL E3HL 5 ry 4'-cl 2'-Ci" were designed In accordance with 11 I AN51 ANC NDS-2015. Braced Wall Line 140 mph Required Total Required Bracing Length to II I Braced Wall Line Bracing Method Wind Factor Total Status Spacing (ft) Bracing (ft) Bracing Length (ft) Provided (ft) Structural elements such as Halls and fenestration _J I 3 CS-WSP 31.67 13.67 0.874 11.95 18.33 OK that: DATE: JANUARY 20101 P 4 (gar) CS-WSP 22.33 5.47 0.840 4.59 24.33 OK 1) resist wind loads, and 5 CS-WSP 31.67 13.67 0.874 11.94 29.33 OK C CS-PF 24.33 5.87 0.840 4.93 8.0 (at 1.5x) OK 2) are not contained in the prescriptive design HALL BRACINC7 4 D (gi r) CS-WSP 24.33 5.87 0.840 4.93 12.17 OK provisions of the. :2015 IRC (as -amended) R00r- PLAN FIR57 STOR"'r BNL PLAN D (dwelling) CS-WSP 37.00 15.80 0.874 13.81 17.17 OK were designed in accordance with ASCE 1-10 wind SCALE: 511 1 ft E CS-WSP 37.00 15.80 0.874 13.81 32.00 CK provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are r 1z L=4 RIDGE annotated "ENGINEERED DESIGN." A == 5 TYPICAL ROOF R-39 2x10 RAFTERS AT I6" O.G. R-3a 6" THICK CLOSED-GELL SPRAY POLYURETHANE FOAM (SPF) WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER (R31(o.4) Z OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY (8316.6) 175 x 16 LVL ASPHALT ROOFING SHINGLES OVER 15# FELT . 2" SOLID FALSE &ABLE\ OVERY2" STRUCTURAL PANEL SHEATHING ROOF WOOD BLOGKIN5 RIDGE ---------------------------------------------------------------------- -----------------------------------------------------------------------------� �n O I z 2x12 CRO55-RIDGE 12 12 V - j GABLE WALL INSULATION: 5.25F ,— ---- -- 5,25 O I CONTINUOUS R-5 I-INGH RIGID FOAM XPS; - - - - - - - - - - - - - - - - - -_- - - - - - - � I CAVITY SPF - _ FULL-HEIGHT 2x4 COLLAR TIE I( j 5HEATHIN5 AT 32" O.G. (a m I i BEHIND LEDGER SEALED ATTIC, (INDIREGTLY CONDITIONED) tu z I 2x6 RAFTERS AT 16 O.G. 2 �L-1D j Ix8 BOARD OARD 12 2x8 GJ AT 16 O.G. ® �� SMOKE ff G.O. WOOD BLOGKING z V/ ----------- -------__L_ g� S DETECTOR IN ATTIC FIREBLOGKING IN ------------------------------ ------------------------------ ---------- ------------------------------------------------------� SOFFIT VENT CEILING --r ------ I ( _ _ _ I I VENTED 50FFIT Q � MASTER BATH - - - - ? LAUNDRY } I }� - - -- - - } FAMILY BATH i (2)-I.�Sxl4 LVL HDR FL EVERY 10' (8302.11) Q N _ I _ I 4" MAX. NOTCH SDEPTH DE5 PROOF NOTE: ALL DUCTS SHALL BE I_p� uj .n U) I = I NG I I I I I I I WG I -� LOCATED IN THE ATTIC, (� LAV. I LAY. i I I I WASHER I LAV. I (2)-2x10 HDR INTERIOR SECOND STORY TYPICAL EXTERIOR WALL R-20 S WALL CAVITIES AND SECOND �j FLOOR PLATFORM. MIN, a TUB I I I I TUB 2x4 STUDS AT 16" O.G. .t '— R-4.2 DUCT INSULATION IN 4d& (2)-2x4 TOP PLATE;2x4 SOLE PLATE �' ATTIC. (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN SHOWERI I I R-I5 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 n HALL BEDROOM 3 Z VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XPS INSULATION _ 2nd FLOOR -----L---- ---- ---I------- ----- I ---- ---------- -------------------� OVER 1/2" STRUCTURAL PANEL SHEATHING C,5-1^15P m O ----------------- -------- -�-- 211 W 3" W I-I/2" W I 3/4 SUBFLOOR I-I/22'WN I-I/2" WI •3., W 3' W2.. W 2 W 2 W I 2" W 2 W ( I 3„ W 2" W G.O. I G.O. I R-13 2" GI -GELL 5PF -----------------------------------------------� 14" TJI-560 FJ AT 16" O.G. II 14" TJI-560 FJ AT 16" O.G. ----- --------------------------------------�-- ------------------ - ------ I AT RIM JOIST , , CEILING STAIRS Lu POWDER I KITCHEN -1.15 x 14 LVL FLUSH HDR (3)-1.75 x 14 LVL I I I I 2x4 STUDS AT 16" O.G. (1 X >1 >1 I >I (2)-2x4TOP PLATE;2x4 SOLE PLATE Q V m ,�I u�I I N I i Ys" GYPSUM WALLBOARD ON BOTH 51DE5 1/2" GYP5UM 15t FLOOR PLATFORMODAT CANTILEVE OVER _ BOARD FINISH WG KIT SINK I 3/4" PLYWOOD SUBFLOOR O, LAV. I DW j (2)-2x10 FLOOR JOISTS AT 16" O.G. L I V I NC ROOM FAMILY ROOM ( I GR055 BRIDGING AT MIDSPAN I I 15t FLOOR PLATFORM R-30 BATT INSULATION IN WOOD FLOORING OVER CANTILEVERED FLOOR j 3/4" PLYWOOD 5UBFLOOR Q I 2x10 FLOOR JO15T5 AT 16" O.G. w 50LID I5t FLOORII I GROSS BRIDGING AT MIDSPAN BLOGKING ---------------•----------------- ---------------- ------ ----------1-- ------------------ --- -------- ------- -------------------------------j 2'f Pq G.O. 2" W I 2" W I R-13 2" GI -GELL SPF II 3 py 3 W G.O. i AT RIM JOIST 5TAIR5 -------------------------------------------------------- - ------------- ------------------------------------------------------------------------------ N CEILING BASEMENT � (2)-1.15 x 11.25 LVL GDR FINISHED C-RADE F- � -� - -IIF.A.I. FINISH GRADE (INDIREGTLY GONDITIONED) o I 1 11 SLOPE 6 IN 10MIN. AWAY FROM BUILDING FULL HEIGHT R-II BLANKET WALL INSULATION i I _ Lu AS MANUFACTURED BY GERTAINTEED CORP. H ASTM E84 MAX. FLAME SPREAD INDEX 5 25 T N MAX. SMOKE DEVELOPED INDEX S 50 G.O. `I' W I j f Q cV I 8" P.G. STEM WALL 1/2" GYPSUM Q z v BOARD FINISH iv (� TO APPROVED OL HOUSE TRAP i SANITARY SYSTEM (8302.0 O m � BASEMENT FLOOR _____---- 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB � � �m z0 -------------------------------------------------------------------------------------------------------------------------------------------- FLUME31 NO RISER I�I A(5RAM 8" PUPON l CONCRETE FOUNDATION STEM WALL } — Z- UPON I6 x S Ht CONTINUOUS P.G. FOOTIN& w Q Z lu tu SCALE: NTS MINIMUM 3'-0" BELOW GRADE 30"x 30"x12" DEEP P. GONG. (� ,-- 4 F Q Z SPREAD FOOTING ILM 1ai 1 1 Q? W w/(3) #5 KEBAB E.W. J 0j �? to <� l� (� Q Q< R I ISO E TENSION ST AF: SEOT I ON A WRAP STRAP OVER RAFTER 50ALE: 1/4" = 1 ft (5) 8-d COMMON NAILS AT EACH END OF STRAP Z' 4' r i'�f..w..'r,114,•1... ^+ RAFTER TO STUD : 4 WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP r;•. ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION DELlVERIE—i A!Ur 2 2 2019 WHERE RAFTER ALIGNS WITH STUD F, _ w O O lu 2x ROOF RAFTERS AT I6" O.G. Lh O .--� m USE &ALV. HURRICANE TIE BETWEEN x Q �0 EVERY RAFTER AND THE ROOF BEAM 2x GEILING JOISTS AT 16" O.G. USE (3)-Ibd NAILS AT RAFTERm Z HEEL JOINT CONNECTION 2x EXTERIOR WALL Lu O O NALL STU17 TO NALL STUD : ^ } STRAP OVER OR UNDER SHEATHING ROOF BEAM (SEE PLAN FOR SIZE) l� (4) 8-d COMMON NAILS AT EACH END OF STRAP ASSEMBLE PRESERVATIVE TREATED K _� Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 ASSEMBLE WITH 10-d NAILS y T530G STRAP-TIE O Ll.! 12" O.G. STAGGERED ALON& LENGTH EACH RAFTER O IY VENTED VINYL SOFFIT �� O Q � Ix8 TRIM BOARD R-30 BATT INSULATION 1-1/4 WIDE 20-GUAGE Q t0 STUD TO FLOOR JOIST �I O Z O UPLIFT CONNECTIONS: GSIS GALV. COIL STRAF 5IMP50N COIL STRAP GALVANIZED STEEL STRAP W < Z USE (2) AT EACH POST,TOP ff BOTTOM (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND Lu ,�,-, la ZQ DOOR OPEN I NGS. I N5TALL lu F a 5/4"xb" DEGKING (4)-IOd NAILS AT EACH END 2x SOLID BLOCK ff AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP 'd IL r� z e tu PERPENDICULAR TO JOISTS 2x RIM BOARD o- (2)-Sd THREADED NAILS OR PLATES TO JACK STUD. � � V V (2)-No. B WOOD 50REW5 AT 4x4 WOOD COLUMN CANTILEVERED FLOOR JOIST MINIMUM LENSTH BELOW HEADER = LENGTH ABOVE E- EACH SUPPORTING MEMBER UG38 PRESERVATIVE TREATED BOTTOM OF HEADER Z IL REST DIRECTLY ON FLOOR BEAM ^ TT- STUD TO SILL PLATE : -FLOOR BEAM (SEE PLAN FOR SIZE) � Y lu FLOOR JOISTS UC38 PRESERVATIVE TREATED pQ/_ NRAP STRAP UNDER SILL PLATE PER GORE ASSEMBLE WITH IOd NAILS r(e 058 ff VINYL SOFFIT (SEE PLAN FOR SIZE) Q O ><-1 Z (6) 8-d COMMON NAILS AT EACH END OF STRAP UG313 PRESERVATIVE TREATED 12' O.G. STAGGERED ALONG LENGTH a �-- tL NtL 0 ONLY REQUIRED AT FOUR LOCATIONS FLOOR J015T TO WALL: WHERE SHOWN ON FOUNDATION PLAN GRADE 51MP50N H2;(5)-8d NAILS TO FJ $ (5)-8d NAILS TO STUD O • 2x EXTERIOR WALL !' ;:• ' ., SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD P05T ALTERNATE WHERE FJ/5TUD MISALIGNS: . Ur-3B PRESERVATIVE TREATED FLOOR J015T TO PLATES: In 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-&d NAILS TO PLATES P844 HOT-DIPPED GALV. PLATES TO STUD: a P05T BASE ANCHOR 51MP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ° DATE: JANUARY 201a r� '• 12"(P CONCRETE FOOTING MIN. 2" ABOVE GRADE MIN. 4-0' BELOW GRADE SECTIONS 4 DETAILS H I OSI-lel I NIS UPLIFT ST APP I NO T` F I CAL PORCH DETAIL I7ETA I L AT FLOOR CANTILEVER TENSION STRAP I NO AT NALL OFEN I NOS DRANIN5 NUMBER 50ALE: NT5 50ALE: NT5 SCALE: NT5 SCALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GA5E (SIMPSON C520 COILED STRAP). A ==& STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2015 INTERNATIONAL RESIDENTIAL GODS" 4 NYS "2017 UNIFORM >- CLIMATIC, AND GEOGRAPHIC DESIGN CRITERIA GODS SUPPLEMENT" TABLE 8301.2(1) RIOI.I UNIFORM CODE, All work shall conform to the New York Z WIND DESIGN SUBJECT TO DAMAGE FROM State Uniform Fire Prevention and Building Code - Iq NYGRR O and publications Incorporated by reference therein. GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ": V Wind- R103 6ENERAL CONSTRUCTION: D'Amaro Engineering and SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL `${ g Speed Topographic Special borne Weathering Frost Termite "" Surveying,P.G. ("Designer"),has not been retained to provide Ul LOAD CATEGORY TEMP REQUIRED INDEX TEMP (mph) effects wind debris line construction en ineering,supervision nor inspection,and region zone depth TH15 NEN RESIDENTIAL STRUCTURE UTILIZES Conteractor. Th responsible for shall immediately notifymance the e Z PRE-ENGINEERED WOOD CONSTRUCTION Designer, In writing, If there Is any discrepancy founduring V 720psf 135 None No Yes B Severe 36" M to H 11 °F Yes None < 1,500 52.2° F FOR FLOOR AND ROOF FRAMING, construction between field conditions and plan dimensions, INGLUDING GIRDERS AND BEAMS. especially with regard to existing construction. O WIND COMPLIANCE PATHWAY NOTES b, u �:�� '"�' �' �'� THE OWNER SHALL NOTIFY THE TOWN AND RIO-( ENFORCEMENT, A Building Permit shall be Issued the AFFIX TI-!IS 51GN IN ACCORDANCE WITH Town prior to the start of gconstruction. The Contractor Is W WIND DE51GN STANDARD: 2015 IRC (as amended) "u "'.`= 1 , =- responsible for schedulingInspections required the permit ULTIMATE DESIGN WIND SPEED: OBTAINED FROM htt ://winds eed.atc.ouncll.or FOR THE PROJECT LOCATION: N 41.0111° W -12.541-1° ',.; .':` z=;, ` TITLE Iq NYGRR PART 1265.4 conditions. p q p p w p p 9 �. .. Z WIND DESIGN 15 NOT REGUIRED IN ACCORDANCE WITH FIGURE R301.2(4)B ? R301.2 DE _-N CRITERIA, Climatic and geographic design MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE R301.2(3)1criteria - see Table 8301.20) on this sheet. EXPOSURE CATEGORY: EXPOSURE B R3012.1 WIND DESI6N, In accordance with Figure R3012(4)B,wind COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT REGUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] design is not required. This building Is designed in N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof span, 140 mph, pitch greater than 5:12) [TABLE 8802.111 accordance with the International Residential Code (IRC) wind provisions unless otherwise noted on the plans. Refer to Wind WALL-TO-WALL CONNECTION FORGE = 140 plf - kVALL-TO-FOUNDATION CONNECTION FORGE = 80 psf Compliance Pathway Notes in plans. UPLIFT METAL FRAMING CONNECTORS ARE REGUIRED AT TOP OF ALL BRACED WALL PANELS [8602.3.5]. R3012.12 PROTECTION OF OPENIN65: This building Is located in a - windborne debris region and is less than one mile Inland from I LU the mean high water line. Windows shall have glazing rated by the manufacturer to protect from windborne debris or wood O structural panel shutters as detailed. TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R3012.4 FLOODPLAIN: The site is not located in a flood hazard Z area. NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS 83015 LIVE LOADS: Minimum uniformly distributed live loads: ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c SPACING AND LOCATION NOMINAL MATERIAL a,b OF FASTENER' OF FASTENER DESCRIPTION OF FASTENER AND LENGTH Intermediate Attics without storage IO psf,Attics with storage 20 psf, THICKNESS Edges Balconies 4 Decks 40 psf,Rooms other Than Sleeping Rooms Roof Floor (inches) (inches) support 40 psf,Sleeping Rooms 30 f,stairs 40 f (inches) (inches) p p g � � 4-8d box(21/2'x 0.113");or 4-8d box(2 Y2"x 0.113"); or R30110 ROOF LOAD: Roof Design Load is based on Ground Snow 3-8d common(21/2'x 0.131")• or 3-8d common(2%"x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing Load of 20 psf. 1 Blocking between ceiling joists or rafters to top plate ' Toe nail 21 Joist to sill,top plate or girder ' Toe nail 3 3-1 Od box(3"x 0.128");or 3-10d box(3 x 0.128");or Staple 15 ga. 1 /a 4 8 8301.8 NOMINAL SIZE5, Lumber dimensions specified on these 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 21/4 3 6 plans for cut lumber are nominal dimensions. Engineered wood 1 3 dimensions (LVL,P5L, I�otsts,glu-lams,etc) are actual 4-8d box(2 y"x 0.113");or 8d box(2 ��x 0.113 ) 4�� o.c.toe nail Staple 16 ga. 1 /a 3 6 dimensions. Rim joist band joist or blocking to sill or to late " :: . 0.113 Nail 2 3 6 2 Ceiling joists to top plate 3-8d common(2%2"x 0.131");or J � J g p p 8d common(21/2 x 0.131 ), or 8302.1 FIRE-RESISTANT EXTERIOR WALLS= All exterior walls are Per joist,toe nail 22 roof applications also i9 s 3-lOd box(3"x 0.128");or ( pp • ) lOd box{3 x 0.128 ),or 6 o.c.toe nail /32 and/ Staple 15 and 16 ga. 2 4 g located at least 5 feet from lot lines and are not 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 21/a 4 8 fire-resistance rated. Ceiling joist not attached to parallel rafter,laps over 4-1 Od box(3"x 0.128");or 3-8d box(2%"x 0.113") or Staple 14 ga.2 4 8 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING5. 6upsum wallboard is a Glass A finish 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3%2"x 0.162");or Face nail „ 2-8d common(2%"x 0.131"); or 23 s Staple 15 ga. 1 3/ 3 6 having a F51 = 15 (req'd max. 200) and a 501 = o (req'd max. R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128"); or Face nail /2 and/a 0.097-0.099 Nail 2 i/a 4 8 450);and complies with Code. Ceiling joist attached to parallel rafter(heel joint) 2 staples, 1" crown, 16 ga., 1 %a" long Staple 16 ga.2 4 g 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 1 „ :, i INSULATION: Exposed Insulation that is not installed in 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3/ x 0.135 ), or Staple 14 ga.2/a 4 8 concealed spaces having substontlal contact with cavity R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d Common 3/ x 0.162 surfaces shall have a F51 5 25 and a SDI S 450. See plan ( ) 1 0.113 Nail 2� 3 6 notes for exposed Insulation values. 4-10d box(3"x 0.128"); or 3-16d box(3%2"x 0.135"); or Staple 15 ga.2%a 4 8 Collar tie to rafter,face nail or 1 Y4"x 20 ga.ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3%"x 0.162 At each bearing,face nail 1 R302.11 FIRE BLOGKIN6: Use approved material to firebiock all $ 3-lOd common(3 x 0.148 ),or Face nail each rafter ( ) 0.097 -0.099 Nail/ 4 8 enetraVons of floors and ceilings. See plans for other fire to rafter 4-3"x 0.131") 3-16d " ,: 3-16d common(3 x 0.162");or SPACING`01 FASTENERS locking locations. 4-1Od box 3"x 0.128" • or NOMINAL MATERIAL 3-16d box 3�"x 0.135" ( )� DESCRIPTIONa'b OF FASTENER AND LENGTH d iZ302.12 DiZAFTSTOPPIN6: Not needed for this protect. ( ); or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails; or End nail THICKNESS Edges Body of panel 3-1Od common 3"x 0.148" • or (inches) Z 6 Rafter or roof truss to plate ( )' (inches) (inches) orches iZ302.13 FIRE PROTECTION OF FLOORS: Not needed for this _ nail on opposite side of each rafter 4-3"x 14 ga. staples,%6"crown ) (• ) project under Exception 4. 4-lOd box(3"x 0.128");or � � 4-3"x 0.131"nails or truss 20d common 4"x 0.192" • or Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboardr-fiber-cementb 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed LU in ( )' at to and bottom and staggered. luminaires shall be IG-rated I/A/W NI102.45 with separation Wz O P gg Fiber-cement m 4-16d box(3�"x 0.135");or from Insulation per listing. � W a z 3-1 Od common(3"x 0.148"); or IOd box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails •• Z Z d d Toe nail 3 6 8308 6LAZIN6: blazing In hazardous locations specified by }- _ _ < O W 4-10d box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) 8308.4 are noted on the plans. Provide tempered glazing or m - ()_J W 27 Built-up girders and beams,2-inch lumber layers other roved safe glazing material at these locations. Z Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails And: Staple 18 ga.,a long,%a crown app safety g g w Z 01 Z i O z 7 to minimum 2"ridge beam 2-20d common(4"x 0.192"); or (finished flooring other than tile) 3 6 R30q.1 6ARA6E FLOOR SURFACE: Garage floor shall be 5-inch DC Q 0 3-16d box(31/2 x 0.135 );or Face nail at ends dna at each splice y thick poured concrete sloped 1/4-inch per foot toward vehicle Q uj aA ®W 3-10d box(3"x 0.128");or 1 1/a long x.121 shank x.375 head diameter corrosion-resistant en doorway. p- > J O 2-16d common(3 Y x 0.162 ) or g t►YJ ay. o ' End nail 3-3"x 0.131"nails 8 8 Q J Q� v 3-1Od box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) O } Q 4 8310 EMER6ENGY ESCAPE AND RESCUE OPENIN65: It Is the 3-3"x 0.131"nails a : 4-16d box 3%" x 0.135" • or 1 a long,No. 8 x .375 head diameter,ribbed wafer-head screws Contractors responsibility to verify that the window units � O lY I < Wall ( )� (for tile finish) 8 8 supplied by the manufacturer comply with the dimensional (� N z0 d D 3-16d common 3%"x 0.162" or requirements for emergency escape and rescue openings p 28 Ledger strip supporting Joists or rafters ( )' At each joist or rafter,face nail q 9 y pd 16d common(3 Y2"x 0.162") 24"o.c. face nail 4-1Od box(3"x 0.128"); or Plywood where required. 8 Stud to stud(not at.braced wall panels) IOd box(3"x 0.128");or „ 4-3"x 0.131"nails 1%ring or screw shank nail R311.7 STAIRWAYS: Interior stairways shall be e-assembled 16 o.c. face nail „ 1 3 6 3 x 0.131 nails 29 Bridging to joist 2-10d(3 x 0.128 ) Each end, toe nail a and%6 minimum 12/ga. (0.099 )shank diameter wood units. The maximum riser height shall bee 8-II/4 inches and the minimum tread depth shall be, cl Inches,plus nosing where Stud to stud and abutting studs at intersecting wall 16d box(3%"x 0.135");or 12"o.c. face nail SPACING OF FASTENERS Staple 18 ga.,%,%6 crown width 2 5 required. Provide handrails per Code. 9 corners at braced wall panels) 3"x 0.131"nails DESCRIPTION NUMBER AND Intermediate 'Y32,% 1%2 and% 1%a ring or screw shank nail 6 8e R312 6UAR.D5: Decks and porches more than 30 Inches above u ( p ) 16d common(31/2"x 0.162") 16"o.c. face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` Edges h supports`'` �2' 8' minimum 121/2 ga. (0.099")shank diameter grade,and steps leading thereto,shall have guards that (inches) conform to Code. 16d common(31/2"x 0.162") 16" o.c. each edge face nail (inches) 1%ring or screw shank nail 10 Built-upheader 2 to 2 header with/ spacer) i9 s 23 3 :, 3 6 R3I22 WINDOW FALL PROTECTION, Windows with sills less than ,`l 16d box(3 y x 0.135 ) 12 o.c.each edge face nail Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing /2,/, /2 and/a minimum 12 Y2 ga. (0.099 )shank diameter " " ,.�, 24 above finished floor and greater than 72 above grade 5-8d box(2Y2"x 0.113");or [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Staple 16 ga., 1 V 6 8 shall be, protected per Code. 11 Continuous header,to stud 4-8d common(21/2"x 0.131");or Toe nail 3 „ - „ 6d common 2"x 0.113" nail r ( ) r Hardboard 8314 SMOKE ALARMS: Interconnected smoke alarms and carbon e•. 4-1 Od box(3"x 0.128") 30 Y2 (subfloor,wall)' 6 12 1 long ring-grooved underlayment nail 6 6 monoxide alarms shall be installed at all locations specified r an the plans. :, 16d common(31/2"x 0.162") 16"o.c. face nail 311%2" - 1" 8d common nail(2 y"x 0.131") 6 12r 4d cement-coated sinker nail 6 6 x R315 CARBON MONOXIDE ALARMS, Install at all locations 12 Top plate to top plate lOd box(3"x 0.128") or IOd common(3" x 0.148")nail; or Staple 18 ga.,8 long(plastic coated) 3 6 p plans. f"' `• . ' 12"o.c. face nail 32 1 Y8"- 1 y" 6 12 s ecifled on the 3"x 0.131"nails 8d(21/2 x 0.131 )deformed nailPart icleboard 831"1 WOOD DECAY PROTECTION, Umber specified In the plans 8-16d common(3 Y2" x 0.162")• or Other a walled eathin gnail / 4d ring-grooved underlayment nail 3 6 as pressure preservotively treated (P.T) shall be In DELI Double top plate splice for SDCs A-D2 with seismic 12-16d box(3�"x.0.135");or 1%"g g ,X16"head Staple 18 ga.,%ion %6 crown 3 6 accordance with AWPA UI for the intended use and location. �; f,;! 7 '0 13 braced wall lines spacing<25' 12-16d box 3"x 0 ,0.13 ); Face nail on each side of end joint 33 Y structural cellulosic fiberboard sheathing 1 „ 3 6 Fasteners shall be hot-dipped galvanized steel, stainless p g ( ), diameter,or 1 crown staple 16 ga., 1/a long s 6d ring-grooved underlayment nail 6 10 steel,5111con bronze, copper or I/2" diameter or greater 13 " „ (minimum 24" lap splice length / steel bolts. 12-16d(3� x 0.131 nails 1 %"galvanized roofing nail,%6'head Staple 16 ga., 1 y long,Y8 crown 3 6 � each side of end joint) 34 2%2" structural cellulosic fiberboard sheathing 1 „ 3 6 [Double to late splice SDCs D D or D and braced diameter,or 1 crown staple 16 ga., 1/a long 6d ring-grooved underla meat nail 6 10 8401.4.1 6EOTEGHNIGAL, Footings and foundations shall rest on P P 1 o, 1, 2� 12-16d(31/2'x 0.135") X2,s Y g 1= wall linespacing- 25' i „ s s undisturbed soil with a minimum load-bearing value of 2,000 a -= „ d 1/ galvanized roofing nail; staple galvanized, Staple 16 ga., 1 /long,/crown 3 6 psf. Vlsuoll graded 50115 that have this load-bearing value 35 Y gypsum sheathing 1 1/2" long; 1 1/a" screws Type W or S 7 7 Include 6W 4 6P-gravel and sandy gravel;6M 4 60-silty and O 16d common(3�"x 0.162") 16"o.c.face nail g> clayey gravel;5W 4 5P-5and and gravely sand;SM 4 5C,-slity O 0 a Bottom plate to joist,rim joist,band joist or d l � - 14 blocking not at braced wall panels) 16d box(3 Y2"x 0.135"); or s „ d 1 %a" galvanized roofing nail; staple galvanized, For SI: 1 inch=25.4 mm. an clayey sand. Unsuitable subsoll material encountered ui-1 m g( P ) 12 o.c. face nail 36 / gypsum sheathing s „ 5 „ 7 7 during excavation shall be excavated and replaced in-situ O � 3"x 0.131"nails 1 / long; 1 / screws,Type W or S with crushed stone to a minimum depth of 8 Inches. : O j a. Nail is a general description and shall be permitted to be T-head modified round head or round head. tt� 3-16d box 3%"x 0.135" • or 3 each 16" o.c. face nail Wood structural panels,combination subfloor underlayment to framing g p p R4o22 CONCRETE, Basement walls,foundation walls,exterior Bottom plate to joist,rim joist,band joist or )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. walls and other vertical concrete work exposed to the m N Z til 15 2-16d common 2%"x 0.162" • or 2 each 16" o.c. face nail 6d deformed(2 x 0.120 )nail; or xp blocking(at braced wall panel) „ „ ( )' 37 Ya" and less 6 12 c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. weather shall be air entrained stone concrete with a minimum LU O IL 4-3 x 0.131 nails 4 each 16 o.c. face nail 8d common(2 y x 0.131 )nail Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. compressive strength of f'c=3,000 psi at 28 days. Porches, Q O Q } 8d common 2%"x 0.131" nail;or carport slabs and steps exposed to the weather,and garage O z z 4-8d box(2 Y2"x 0.113");or 38 %" - 1" ( ) 6 12 d. Fasteners shall be placed in a grid pattern throughout the body of the panel. floor slabs shall be air entrained stone concrete with a 8d deformed(2%"x 0.120")nail e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each wa minimum essive stre th of fc-3,500 psi at: 28 days. O O Qi Ul 3-16d box(3%"x 0.135");or p Y p p y. c°nape 'r'g - p y • �- O Ca W p tu 4-8d common(2 y"x 0.131"); or Toe nail 1 „ - 1 „ l Od common(3"x 0.148")nail;or 6 12 f. Hardboard underlayment shall conform to CPA/ANSI A135.4 R403.1.4 FROST PROTECTION: Exterior footings and foundations -1 0 OW 4-1 Od box(3"x 0.128"); or 39 1/ 1/a 8d deformed(2%"x 0.120")nail g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than systems shall extend below the frost line, Le.,to a minimum O Q tt 4-3"x 0.131"nails 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using depth of 3'-O" below finished grade. �Q O La } m 16 Top or bottom plate to stud the spacing listed for panel edges. - - Z O 8404.1 7 BACKFILL, Backfill shall not be placed against J d Z 3-16d box(3�"x 0.135");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. foundation walls until cured a minimum of -1 days. Brace top Id v Q OL 0! z 2-16d common(3 y"x 0.162");or and bottom of wall during backfill placement,or backfill a ter W I � � < „ • End nail a. Nails are smooth-common box or deformed shanks except t where otherwise stated. Nails used for framin and floor platform framing and floor slab i5 Installed,. 4 IL Z La J 3-1 Od box(3 x 0.128"); or , P g W (L 3-3"x 0.131"nails sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 8502.1 WOOD FLOOR FRAMING: Load bearing dimenslon lumber v V 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL shall be Douglas fir-larch No. 2 or better. Laminated veneer < Y < ni 3-10d box(3" x 0.128")• or ksi for shank diameters of 0.142 inch or less. a b C (umber (LVL) shall have a minimum Fb=3,100 psi and modulus W 17 Top plates, laps at corners and intersections 2-16d common 3%"x 0.162" • or Face nail , WALL SHEATHING USED TO RESIST WIND PRESSURES ' E=2.0 x 10^6. Z ( )� b. Staples are 16 gage wire and have aminimum/6-inch on diameter crown width. V� � p 3-3"x 0.131"nails c. Nails shall be spaced at no more than 6 inches on center at all supports ehre spans are 48 inches or greater. 8602.1 WOOD WALL FRAMING: Load bead dimension lumber Q p pp p g MINIMUM ULTIMATE DESIGN ng 3-8d box(2 y"x 0.113"); or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. MINIMUM NAIL MINIMUM WOOD NOMINAL MAXIMUM PANEL NAIL WIND SPEED V„it shall be Douglas fir-larch No. 2 or better. LU _ t 2-8d common(2 Y2"x 0.131")• or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). STRUCTURAL PANEL WALL STUD SPACING (mph) 8702.3 6YP9UM BOARD: All Interior wall coverings to be painted 13 O z 18 1"brace to each stud and plate 2-1 Od box(3"x 0.128"); or Face nail f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to PANEL SPAN SPACING I/2" gypsum board unless otherwise noted on plans. W N Penetration THICKNESS Edges Field Wind exposure category able end wall framing shall be spaced 6 inches on center. Where the ultimate design winds speed is greater than 130 RATING (inches) g P g rY g g P g P g Size inches R7o3.3 SIDING: Exterior wall covering shall be vinyl siding tested O 2 staples 1 %" (inches) (inches) (inches o.c.) (inches o.c.) g C D mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum by the manufacturer for use in high-wind regions. Use stainless „ „ steel nails for fastens vinyl side on buildings located within IL 3-8d box(2� x 0.113 ); or 48-inch distance from ridges,eaves and gable end walls; and 4 inches on center to gable end wall framing. 6d Common s ng y n9 "9 Gypsum sheathingshall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard (2.0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 3,000 feet of the ocean line. 19 1"x 6" sheathing to each bearing 2-8d common(2�"x0:131"); or Face nail g• � ( ) 2-1Od box(3 x 0.128 ), or sheathing shall conform to ASTM C 208. 8d Common 16 6 12 170 140 135 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2 staples, 1" crown, 16 a. 13/" ion h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required „ :: 1.75 24/16 %6 for rafters,trusses and telling Joists shall be Douglas g g (2.5 x 0.131 ) 24 6 12 140 115 110 fir-larch No. 2. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges DATE: JANUARY 201a 3-8d box(21/2"x 0.113"); or supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to RSO6.2 ROOF VENTILATION: Ridge aid soffit vents,where shown, 3-8d common(2 Y2"x 0.131");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. shall be provided with a minimum net free ventilating area of 3-1 Od box 3"x 0.128" . or )boo of the area of the vented space. ( ), supported by framing members or solid blocking. NOTES 3 staples, V crown, 16 ga., 1 3/" long i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 Rg052 ASPHALT 5HINOLE5: Asphalt strip shingle wrappers shall be labeled to Indicate compliance with A5TM D 7158 Glass 6 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail one side of the rafter and tonails from the ceiling joist to top plate in accordance with this schedule. The toe nail on inches on center shall be applied with panel strength axis perpendicular to supports. or H,or ASTM 0-3161 Glass F,and shall be fastened in the opposite side of the rafter shall not be required. b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. accordance with the manufacturer's recommendation to 4-8d box(2 Y"x 0.113"); or Lateral bracing requirements shall be in accordance with Section R602.10. achieve that rating. Use a minimum of six nails per strip DRAWING NUMBER 3-8d common(2%"x 0.131"); or c. Wood structural anels with s an ratin s of Wall-16 or Wall-24 shall be ermitted as an alternate to panels with a 24/0 Shin le. Use stainless steel Halls when building within 3,000 p p g P p fee�of saltwater. 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. 4 staples, V crown, 16 ga., 1 3/"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. 810062 AIR SUPPLY: All combustion air for factory-built fireplaces shall be provided from the exterior of the dwelling A ===7 In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING pr 1 Load bearing or braced/shear wall , '• JOIST DETAILS Plate nail-16d(0.135"x 3/z")at above(must stack over wall below) Load bearing or braced/shear wall above • at 16"o�'' 16d(0.135x3�"> 12"on-center g ) ALLOWABLE HOLES TJI@ Joists Plate nail, 16d(0.135"x 3 Y") -center When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1Ys"TJ®Rim Board, 1 (must stack over wall below when present - O „ at 16"on-center - ® ®• No load bearing Z Blocking panel: trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Yz" at 6' on-center Ya' TimberStrand LSL or TJI joist. 9 P Web stiffener 1 ( ) wall above an hole In be cut Q Q570 Min.distance from Table A Min.distance from Table B Y lY8"TJ®Rim Board, 1Ya" Plate nail-16d(0.135"x 3/z") anywhere in web out- required on both Web stiffeners required on Blocking panel: F- 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand LSL or sides at A2W ONLY at 16"on-center* 1Ya"TJ®Rim Board, V TJI®joist Floor panel nail- Sheathing both sides at A3.4W ONLY squash blocks required each side ® cut or notch flange. 8d 0.131"x 2Y2" at 6"on-center* boundary nails, at 133W ONLY or TimberStrand LSL p� to ( ) ry 1 or TJ 8d(0.131"x 2/z")a 1Ya"TimberStrand® O O Z _O Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Yis" Web stiffeners 6" 6 Q N nail _ required on both ' . each side at A3. W 61 61 W V Toe nail-10d(0.131" sides of both joist T.. Lt 2 x D1 D1 Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1Y8"TJ®Rim Board A3/A3W When sheathing ends at 134W ONLY 0 Herd cut minimum holes are permitted if minimum No field cut Do not cut ( x 3")at 6' on-Center DO NOT (applies to all holes 9 p perimeter holes rn holes larger10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist � onl or thickness exceeds%e", Web stiffeners required otes In the group at 6"on-center at 6"on-center Y) min. End of joists at hatched meets requirements for hatched + - U- ' 1Y"TimberStrand LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q than 1/ In For rim board thicker than 1/ centerline zones round or square holes. zones cantilever TJI®rim joist at nm board and 62W ONLY reinforcement. .. Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Z 3 Toe nail-10d(0.131"x s"> Table A - End Support � z required on both Must have 1/a"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp W sides at Al W ONLY joist bearingat ends. Attach �k support all panel edges -Connect comer with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear O O with braced/shear walls above or O O Minimum distance from edge of hole to inside face of nearest end support Q ID Al Al W* A2 A2W* 8(9(9 A3.3 PP P 9 walls above or below-see detail B1 B3 63W B4 B4W Z - IU rim joist per A3 detail. nail from side of parallel closure into rim board. below-see detail B1 Joisr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4 A3.4* TJI® _ tr *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board O O Nail through 2x cantilever,wood backer and DEPTH - 3- a~ 5• 5'- 7~ 6%^ 11^ 13" 2~ 3~ a^ 5^ syZ^ 7 9/ 11^ 13^ O O O O Details and Installation in Weyerhaeuser Installation Guide 110 1'-0^ 1'-6" z'-o^ 3'-0^ 5'6" 1'-0" 1'-s" 2'-6" 3'-6' 4'-s" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1Y8"TJ®Rim Board or 1Ya"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148 x 3") 210 1'-0" 1'-s" z'-s" 3'-0^ 5'-s' 1-0^ 2'-0^ 2 6" a'-o^ 5'-0^ d t for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. sY:" 230 1•-s" 2'-0" 2'-6" V-6' 5'-6- 1'-0- 2'-0' T-0" 4'-6- F-0^ - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3Y"TJl® 360 1•-6^ r-0^ 3'-0" a'-0• 6'-0- 1'-s- 2'-6" 3'-6" 5'-0" 5'-6" dj � „ with connections equivalent to floor panel joist flange widths. 560 1'6" 2'-6- 3'-6- F-0- 7'-0- 2'-0' 3'-0' 4'-0" 5'-6" s•-0•' _ 8"diameter maximum hole for 11 110 6'0"length of TJI joist /e 1 schedule. r-o^ r-o" r-s• r-o" r-s^ 3'-0^ s'-s^ r-0" 1'-s• r-0^ z'-s" a'-s" 5'-0^ s'-o" # 1Ya"TJ®Rim Board 1/a"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0^ 1'-s• z'-o' 2'-0^ 3'-0^ 3'-s" s'-o^ 1'-0' 1'-s^ z•-0" 3'-0" 5•-0^ s'-s" s'-s^ 'I ' 4'-0"length of diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9%"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1'-0" 1'-6" 2'-0" 2'-6^ T-0- 3'-6" F-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6- 5'-6" 7'-0- 8" N ++-• 3 " 7 o one each at top and bottom flange. with one 8d(0.131"x 2y") 360 1'-6" 2'-0' T-0- 3'-6" a'-6^ F-0" T-0- r-6" r-s" 3'-6" 4'-6" F-6^ s'-6" r-6" (1 8"diameter maximum hole for 11 reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 113/8"TJI" or shorter than 12"long. X1--11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 2'-6" 3'-0' a'-o' 5'-6- 6%0' a'-0- 2'-6- T-6^ 4'-6" 5'-6" T-0" 7'-6" 8'-0' 7 „ maximum for blocking panels 9Y" j 9 PP 110 r-0" r-o" r-o" r-o^ r-6- r-o" 3'-0' 6-s^ r-0^ r-0" r-6" 2'-0" T-6" 4'-0" s'-0" 8'-0" Web stiffeners / 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d Comer0.131 x 2Yz') Horizontal blocking uniformly 210 1'-0" 1'-0" 1'-0" 1•-s" 2'-0^ r-s" 3'-6" 6'-0" 1'-0- 1•-0" 2'4" 2'-6•' 4'-0^ a'-0" 6'-6- 8'-s" kmin,,,m above required on both diameter maximum for blocking 1Ya"TJ®Rim Board 1%" nail at each comer Do not cut flanges. panels between each loaded Joists ta^ 230 r-0^ r-0^ r-o^ r-s^ 2'-s' z'-s^ a'-o" r-o^ r-o^ r-o^ r-0° 3'-0° a'-o^ 5'-0^ r-0^ s'-o^ -^ sides at E1 ONLY panels 9Y"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 1'-0^ 1'-0^ 1'-s' 2'-s^ 3'-6" 4'-0" 5'-s" a'-o" 1'-0" 1•-6- 2'-6" 4'-0" s'-0- 6'-0" e'-o" 9'-6" u) 12"long. 1 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood R v(n 560 1•-0' r-o• 2'-0" 3'-0" a'-s^ 5'-0" s'-s• 9'-0" 1•-6" T. a'-0" 5'-0• 7'-0• 7'6" s'-o" 10'-0^ ` Yis'm Do not cut flanges. 1Y"TJ®Rim Board or 1/a" each at top and bottom flange. reinforcement on floor panel schedule. backer af`�e tee o�� 210 1•-o" 1•-0^ 1'-0" 1'-0^ 1'-0" 1•-s^ 2'-s" 3'-s" 6'-0" 1'-0"_TF 1•-0" 1•-0•' z'-0^ T-0" T-13" s'-6" 8'-0. 11-0" O TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" r��`e e� oaKN",- as 16 3so 1-0" r o^ 1 0^ 1'-0° z s" z-s a s• s's^ s o" r-0p 1=0" 1-0' s'-0" 5=0" s s° s o^ 10-0" 1r " 10d(0.131"x 3")nails,ore Attach reinforcement to both sides at E6 re nfo cement on ones e \�eoeach at t0 and bottom flan e. Full de th vertical I f id �� '�E 560 1'-0" 1'0" 1'0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4•-s" 6'-6" T-0" 10-0" 11'-0" 12'-0" P 9 joist web with 3 rows P at ET both sides at E8ae <r � a~ s^ s~ r s" 10^ 12^ 15~ n~ a^ s" s~ 7~ e" 10 1r 15" 17~10d(0.148"x 3")nails at 6" blocking betweenAttach reinforcement on-center,clinched.Use 2 each joist 1s" 360 1'-0" 1'-0" 1'-0^ 1'-0^ 2'-0" a'-o" 5'-6" 1o'-o" 1'-0" 1'6" 3'-0^ a's" s'-0" 1o'-0" 11'0" 13's^to joist flange with 2 t�` rows with 9y"and 11%" Less than 5" E7 E8 Less than 5" 560 r-o" r-o- r-0- r-o" z'-0" a'-s" r-o" 1r-0" r-o" 3'-6^ 5'-0" 6'-6" 8'-0" 11'-0" 1z'-0^ 14'6" squash blocks p* 8d(0.131"x 2Y")nails at 6" aF`� TJI®joists. * 20„ 360 r-o^ I r-o" 1•-0' r-o" r-o" a'-o" r-o^ 1a-s~ r-o^ r-0' 1 6^ a•-0" 4's" 8'-0^ 1Ya"TJ Rim Board or 2'\�utt` on-center.When reinforcing E5 E6 Ga WEB STIFFENER ATTACHMENT sso r-o' r-o" r-o• r-o' r-o" r-o" a'-s" s'-o" 1r-s" r-o" CS Use 2x4 minimum squash blocks to ® ® Face grain a* Y8"m minimum 1Yai TimberStrand LSL. t<` both sides,stagger nails. Table B - Intermediate or Cantilever Support transfer load around TJI)joist O � Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 3%2"TJI®joist flange widths 1•• 23/"maximum E1 E1 W nails,one each at top and E2 E3 (1%"for TJ ID Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST rJl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end Web stiffener both sides. DEPTH 27-T3- a' 5' sY2~ 7" e'/~ 11" 13•• z•• 3•• a•• 5•• 6%" 7•• 8%" 1t^ 13•• adhesive t0 all blocks installed at Y3 joist-span 110 2'-0" 2'-s" 3'-6" 4'-s" T-6" 1'-6" 2'-6" T-s" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations usin See sizes below. With point load from above,and no support 1 " g contact surfaces gftl below,Install web stiffener tight to to flange 9Y2" 210 T-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6'• 7'-6" Hangerheighrmust Double TJI®Joist Filler Block: Hanger Backer Block:Install ti ht Maximum/a overhan 1 " 9 p g tie a minimum of 60% g g Flashing two 8d(0.113"x 2/ ) Tight fit (gap at bottom flange) z3o 2'6^ 3'-0" a'-o^ 5'-s• e'-s" 2'-0^ 3'-6" 4'-6" 6'-6" 7'-6^ ofJoist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" a'-o" 5'-6" s'-6- 9'-0" T-0" a'-s" V-6- 7'-6" 8'-0" I p nails when possible. flange with face mount hangers). a� Nailing Requirements 560 T-s" 5'-0" s'-o" T-s" 10'-0" 4'-0" 5'-6- s'-6- 8'-0" 9'-0" 5p 2y"screws, Depth Minimum Web Clinch nails when possible. J Treatedledger y3�o`�` a . yp TJI®Joist Series ( ) Type Number Nails 110 1'-0" 1 - 1'-6" -'-6• 4'-0" 4'-6" 8'-6" �. t ical in. Stiffener Size T e t� End Intermediate 210 1•-0" T-0" 2'-0" 3'-0" 4'-6' T-0- 9'-0" 1'-0" 2'-0- T-0" 4'-6" F-0" 8'-0' 10'-0" •': See fastener 5 " 5 ,q') 1178" 23o 1'-0" T-0" 2'-6" T-6" 5'-0" T-6^ 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" r.;�. 1Ya"TJ®Rim Board or 1Ya" 110 All /a x 2/s 360 2'-0" T-0" a'-o" s-s' 7'-0" r-6^ 11'-0" 2'-0^ 3'-6" 6-0" 7'-0" 9'-6" 9'-6" 1r-o" table below.Maintain ® 210 All 3/a"x 2Y16"c,l 8d Top mount 2"distance minimum from TimberStrand LSL. 7 •� 5 •n) 0.113"x 2%") sso r-s° 3'-0" a'-s^ 5•-s" 8'-0^ 8'-6" 17-0" 3'-0^ a'-s" s'-o^ 8'4^ 10'-6° 1r-o" 1r-o" (minimum) 230&360 All /8 x 2/s ( 3 3 110 r-o" r-o" 1'-0" r-o" r-o" z'-s" 4'-6- F-s- r-0- r-o- r-0" 7-6" 5'-0- s'-0• 9'-0' 12'-0• hanger / Option#2: edge of ledger to fastener. 2x_strapping installed at Y3 16d 210 r-o" r-o^ r-o^ r-o• z'-s' 3'-0^ 5'-s•' s'-s• r-o" r-o^ r-0^ 3•-s^ s'-0^ r-0" 1a-o^ 13'-0^ Face mount Backer block joist-span locations using two 2 560 All 2x4(2' 14" 230 1'-0" 1'-0" 1'-0" z'-0• 3'-s" 4'-0' F-0" 10'-6- 1'-0^ 1'-0" z'-s•' 4•4" 6'-6" 7'-6" 11'-0" 13'-6- hanger sides of web Allowable Load(Ibs) (0.135"x 32") 360 1'-0" 1'-0" 2'-0' 3'-6• F-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0• 4'-0" 5'-6" 9'-0" 10'-0' 12'-0" 14'-0' hanger ® Fastener li TimberStrand® YZ°screws per joist,typical with single TJI joist 1Y8"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-s" 1'-0" 3'-0" 5'-0" 7'4" 10'-0" 11'-0' 13'-6" 15'-0" LSL rim board 16d Option#3: 560D 20 2x42) 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6- 6'-0' 10'-0" 1'-0. 1'-0" 1'-0" 1'6" 4'-0" 5'-0. 10'-0" 12'-6" 16'-0" Web Stiffeners required if sides of Yz'lag bolt 610 480 Directly lied ceiling 22"(3) (0.135"x 3Y") 6 11 16„ 230 1•-0" 1'-0- 1•-0- 1'-0-976- This 2'-0- 4'-0' 6'-s" 11'-0" 1'-0" 1'-0" T-O" 2'-6" 5'-0^ 6'-0- 10'-6" 13'-6" 16'-6- With top mount hangers,backer block required only Y aPP 9 H 1 hanger do not laterally support at H2 H3 24")3) 6 13 360 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-o" 1'-0" 2'-0" 4'-0" T-6- 8'-6" 13'-0" 14'-6- 17'-0' 3 �. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. O least/8"of TJ joist top flange O LA PB1 When specified on the layout one of W 1 PS1 or PS2 sheathing, g sso r-o^ 1'-0^ r-o^ r-0" 3•-6" r-0" 1 r-0. 15'-0" r-o" r-0" T-s" 5'-6" 9'-0" 10'-0- 14'-6" 16'-0" 18'-0" conditions.For nailing requirements see page 5,TJ• O the bracing options above is required O ( ) g,face rain vertical g p 4 2 Construction rade or better a•' 5- 6" 7" 9" 10" 12" 15" 17" 4" 5" 6^ 7" 9" 10" 12" 15" 17^ 9001, Weyerhaeuser installation Guide for Floor and O g ® 3so r-o" r-0" r-o^ r s^ T_ s'-o^ _ _ 15'-0^ r-o" r s^ a'-0' s'-6' 9'-0" 14'-6" 1s's^ 1s'-s^ Roof Framing, TJ-9001. (3 Web stiffeners are always required for 22"and 24"TJI 560D Joists 1e„ sso 1'-0" 1'-0" 1'-0" 11-0' 2'-0" 6'-0" 10'-0" 16'-s" 1'-0" 3'�" 6'-0" 8'6" 11's" 16'6" 18'0^ 20'-0^ BEAMDETAILS FASTENING of F LOO R PANELS 3so 1'-0" ,'-0' 1'-0" 1'-0' 1'-0• T-0' s'-o' 11•-o" 15'-6" 1'-0" 1'-0" 1'-8^ a'-0" 7'-0' 1 z's" 1 s'-s" 1 s'-o" 21' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1•-0" 1'-0" 1•-0- 1•-0" 1'-0- 1'-6" F-6117-0- 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'6" 14'-0" 17'6' 19'6" 20'-s" j- 0 TJI®(1)(z) Rim Board 1Yz' TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. 111 Nail Size 110,210, 360 and ® TimberStrand LSL Microllam® Parallam® Leave y"of web Z BEARING FOR DOOR BEAM TO BEAM BEARING AT a"TJ Ri 1Ya' ® 9/z"or 9Yz"or 14"or 9Yz"or 14"or 18"or 117/„ 14"or 18"or (minimum)at top and bottom of hole.DO NOT cut joist flanges. � m Z and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth r 14 > > 4 W BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/e" 1178" 16" 11/8. 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. } dl Z 8d(0.113"x 2Yz"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/e" 2x8+%e" 2x6+)z" 2x8+jz" 2x12+)z" Two Two Two _J 15 Z W 1Y"TJ®Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located m -_ • 10d(0.148"x 3"),12d(0.148"x 3Ya'") 6" 4" 4^ 4•• 4- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1Y"TimberStrand® LSL or Is not continuous over a at the center of the joist span provided that no other holes occur In the joist. 17 ,-- Q r- Q Z blocking for lateralsupport ort header Cantilever 2x6 2x10 2x6+3/8" 2x10+3/" 2x6+Yz" 2x10+)z" 1 Q g PP 16d(0.162"x 3Yz") 6" 6" a 8" 6" Not } 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams '1Z LU' \} 0-z fir- Q w (1)Stagger nails when using 4"on-center spacing and maintain 1/8'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long s'-0"long 4'-0"long 6'-0"long PP panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(+) 1.55E TimberStrand® LSL Headers and Beams p- ILI / IX-W.l � @0 Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ s ,. 3 " 7 " „ ,�/ Q (Detail F1 / or/4 /4 or/8 / or 1"Net 2x6 2x8 2x12 11/ Q J plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. or H2) ice-- 7-- m V d 3 With 10d 0.148"x 1 Yi' nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the � over column •• O ( ) P 9 9 9 9 P , � �' .�'Q Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). !1�If necessary,increase filler and backerblock height for face mount hangers and maintain/8"gap at top ofloist see detail W Filler and backer largest hole(minimum) Q pC i bock dimensions should accomodate required nailing without splitting(12 minimum for backer blocks and 24"minimum for filler blocks). Q hanger Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). Y depth Allowed hole zone ry Z Q Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede < Q hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. . O O O O O literature for framingconnectors ■Nailing rows must be offset at least Y2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL yyy ■14 ga.staples may be substituted for 8d(0.113"x 2)z")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P 9 1 Depth Hole Size cantilever and end bearings by blocking 9Ya"-9Yz" 3" panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams 6" 6" ,1Ya°-11�/8" 3i" a a rim board or rim joist. Fastener Installation Requirements TJIo joist framing does not O j 14"-16" 4/^ require bridging or mid-span E1 Fastener q g g P General Notes Seelllustrationforalllowedholezone Piece #of ... I,v�F' )`.^:._•' ;•.,;:,,,.., Width Plies Type") Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking . Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. 10d nails 3" 3'2) sides,stagger fasteners on the second Round holes only BEARING AT 12" side so they fall halfway between Y COLUMN 2 12d-16d nails 3 Y4" 2(2) One Side fasteners on the first Side. • No holes In headers or beams in plank orientation. Screws 3%"or 3Yz' 2 24" "2 Other Trus Joist® Headers and Beams 10d nails 3" 3i2> DO NOT bevel cut joist •'r, � iti � ., 12d-16d nails 3 Y" 2 12" Both sides AlO Rim board joint ~"` 2) beyond inside face of wall. Microllam®LVL IB 3 4 E2 between oists g 1.3E TimberStrand® and Parallam®PSL ;).',, " "'• 1 DO Noroverhang seat cuts r o 3 •• 1 •• entire beam width.Otherwise,use •'..• face ofsu ort member; largest hole(minimum) Both sides 13/4" 3/ or 3/z on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across 3• I P 5" One side PP Verify column capacity 10d nails() 3" 3i2> connections for side-loaded beams. DO NOT cut Hatch or drip One side holes in headers or beams , L5 and beam bearing12d-16d nails 3Ya" 2 12 p r:r t;i !G � ^t c3) (2) (P ply) except as indicated In [ length.See current 4 (per I d a DEllb/ElC�� r, U E. 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS One side form a header or beam of the required size,u to a TJI®rim joist L6 q P Microllam® LVL and Other Trus Jolst®Beams ltl 5"or 6" Both sides maximum width of 7" •' 1Y8"TJ®Rim Board or 1Y" Parallam&PSL 1 Screws 3 2 24" O L3 TimberStrand LSL. Header pt Beam N1axHole Size 1= ® allowed hole zone De 3/" 2 6/4' One side A2 middle Ys span 43/" 1" 0 , ` Q Y2"bolts 8" 2 24" - 5Yz" 1%a" v i() (1)10d nails are 0.128"diameter; 12d-I i nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM'. 61 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4"-20" 2" lu m COLUMN DETAILS, (2)An additional row of nails is required with depths of 14"or greater. H1JNL See Illustration for Allowed Hole Zone X Q (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes ` Oi BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. Q�Q • Round holes only 0 l(1 Z m COLUMN CAP NAILING AT BEARING (FLOOR) L5 � - ty- • No holes in cantilevers. O Q ^ } tL B3 • No holes in headers or beams in plank orientation. u TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Ya"TJ®Rim Board or (Load bearing wall above) 1Ya"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 or B2.at Q Z Z One 10d(0.128"x 3") floor panel edge is supported O B4 intermediate bearings WARNING Q � Ul p Q One 8d 0.113"x 2Y") nail into each flange Q OL ( and span rating is not exceeded. with load bearin' or i Q 2 nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally � Q� � � nails at an angle at braced/shear Wall g Strut Lines _ Plumbing Drop Bracing Includes: O V (� O� tl� Q cpm least 1Y"from end. • Hangers • Rim Board • Rim Joist End of joists • Blocking • sheathin • rom above _ 3%"minimum of support LZ =- "-- E' � � W IL � IL/ at centerline O 1� J I � O Z Z COLUMN BASE 3 " Also see detail 82 J14A 1Y4"minimum end bearing intermediate bearing �' � /, e�i� single-family applications 5Ya"may be required r t_ � tu Z J for maximum H1 Connections equivalent 1 - W Shear transfer:C O to floor panel nailing schedule ° /7 • d X Q I : :.., Rim to TJIo Joist ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building > f' Z '�'i �`- _" 1Ye"TJ®Rim Board TJI®560 rim joist:Toe ° ° until braced. that are lying flat. materials on unsheathed p Additional joist is required if ' •• 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") ° INJURY MAY RESULT, joists.Stack only over V n/ floor panel edge is unsupported (4 - WARNING NOTES: beams or walls. LU V_ t Q O TJI®110 rim joist: nails,one each side of or ifs an ratingis exceeded. �' Ut P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 P - : :' ' ° O LA Exterior Deck DONOTusesadlm Lack of proper bracing during construction can result in serious p Q Q into each flange floor joist :. • :" Attachment /umber for rim accidents.Observe the following guidelines: N O z TJI®210,230,and 360 rim :: Structural g board orb/OCkin 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI oists must be completely installed and properly nailed. INSTALLATION TIPS ° sheathing g' 9• 9 1 PP ®1 P Y P P Y ELEVATED Joist: ° g as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Q One 16d 0.135"x 3 " nail •may o t adhesive will improve floor performance,but ° COLUMN BASE 3 ( Y) after insta//ation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. � 1/4"minimum bearing into each flange may not be required. ° Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each HL Locate rim board joint between joists. ° Safety bracing(1x4 engineered/umber; joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 131 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. +.`- :•?.: 1Ya"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. PP Y Fasten at each joist with TimberStrand® LSL. 12"on-center Warning:Drilling, DATE: JANUARY 201a •When joists are doubled at non-load bearing parallel two 8d(0.1(see x 2Y2")nails minimum product may contain atita num dioxide.Wo d dus and titanium dioxide are substances known to the sate of California a • (see WARNING). P Y partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit_wy.com/inform/inform. Optional plumbing or HVAC. Bearing plate to be P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or 1-JOIST DETAILS grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). of wall or beam angle to minimize y j P g P( ) Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist installation Guide, TJ-9006, which should be referenced for additional information. A === a TONN COMMENT5 0 ' ' THE I — L7 ' I Blower door � AP ROVED and ductwork z S DOTED DATE: B.P. 3t!p� f testing required 0 pC A allAL I TY NEV4 HOME MODEL 5Y .FEE: D SY: O NOTIFY B ILDING DEPART M AT Must provide M2 Duals MODERN ACE HOMF_5U I LD I NC, LLC FOLLOWIN INSP765-1802 SM O TIONS:FOR THE DvandS as er 1. FOUND TION - T.' C REQUIRED NYS Energy C ade z Z FOR P URED CONCRETE 2. ROUGH - FRAMING & PLUMBING pj N O 3. INSULATION I- 4. FINAL - CONSTRUCTION MUST BECON PLETE FOR C.O. TRUSS PLACARDING RE QUIRET, ALL CONSTRUCTION SHALL MEET THE } REQUIREMENTS OF THE CODES OF NEW _ tu YORK STA E. NOT RESPONSIBLE FOR _j DESIGN 011 CONSTRUCTION ERRORS. ELECTRICAL INSPECTION RE UIRE COM. LY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER C _7R TIFff,ATION 12 AS REQJIRED AND CONDITIONS OF ON LEAD COI'TENT ' EFORE to CERTIFICATE F OC •JPANCY } �10 t OARD SOLDER US ID IN E'ATER O SUPPL Y S YS TEPA NNOT V f' , ES EXCEED 2/1 OF 1°, LEAD. RLIU BIN --- ALL`PLllnr 3IN�V`J . ATE &.WATER LINES N i ED OCCU ANCY OR TTlts;�BE ORE c , -RI�,I -_- o USE IS UNLAWFUL N - WITHOUT CERTIFICATE DO NOT PROCE D WIT[I . OF OCCUPANCY FRAt�911`M UNTIL -URVE OF FOUNDATION .010AT1 A HAS BEEN APP 30VED FINISHED SECOND FLOOR - - - - - - - - - - - CrlAINA .INC PECTIONG A r_REQUIRED Cont pct JS Engine at 765-1560 before I*,^ vIIII, R Provide Engineer's Certification thtt tho ezIn4 cge hits bccn Instal:ed to Code �`.II exterior'lightin installed, replaced r Z -e separation repaired shal';l confo. fj OL o r iced as per to Chapter 172 m w �ajy5 Code. • pile ow:n oc c N LU LU W m z IU Wz JIt O-aw FLOOR AREA TABLE,' Li Q Dz I ()w �:4 - - - - - - - - - - - - - - - - - - - - - - - - - - - -L1:1 1,50sf lu >n ffL 0 ® p — FINISHED FIRST FLOOR FIRST FLOOR -. - - - - - - - - - - SECOND FLOOR I,80 sf QC d - - GARAGE 552 sf O j } N BASEMENT1,161 sf O Q rj ,• . FINISHED GRADE PORCH :2141 sf (V Q (J I I I I I I I I I I I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,330 sf Q I I I I I I I I I I I I I I I I I I I I CONDITIONED FLOOR AREA 3,4011 sfZ I I I I I I I I I I I I I I I I I I I I _ _ _ _ _ (INCLUDES BASEMENT) < < — _F I _ INFILTRATION VOLUME 35,350 cf I I I I I I I II I I II I I I I I I I — � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (INCLUDES ATTIC4 BASEMENT) _jL�J I I L�J L_ J I L_ J I L_ J L_�J L I I IJ L _ J - - - - - - - - - - - - - - -1- - - - - - - - - - 1 - - - L — - - - - - - _ - - - - - - — � _ J = = =i- - _ ]_ _ - - -- - - - _ - - - - - - - - - - - - - - - - - - -i_ _ = - - - - - - - s yn INDEX TO DRANIN05 DRAWINCC� No. ,'• ,p^ ` COVER 4 ELEVATIONS A-I FOUNDATION PLAN I=izONTL � TI ON FIRST FLOOR PLAN A-3 °••'°`'' 2nd FLOOR PLAN A_4 ��p''�A� Erar:f'•E ;q��°`" °e�°t€2 WALL BRACING $ ROOF PLAN A-5 D E L I V E i%L, D i rA.N 2 5 2019 SCALE: 1/4" = 1 ft SECTIONS 4 DETAILS A-6 NOTES A-7 u� f p � O a- Op HOOD STUD HALL I 50LID SHIM OR TRIM BOARD E— ION Z m m( oo #8 FLAT-HEAD 5CREH5 12 2" MIN PENETRATION INTO HOOD HALL FRAMING O N Q MIN I" FROM PANEL EDGE, TOP d BOTTOMCD y < 5.25 16" FOR PANEL SPAN S 4 F FASTENER SPACING: O Y 1L tu 10" FOR PANEL SPANS 6 FT w F% O 8" FOR PANEL SPAN S & FT •� W Q 1L � IY z 7/16" HOOD STRUCTURAL PANEL SHUTTER Z 'z e El El ■ APA SPAN RATING 24/16 HITH STRENGTH AXIS VERTICAL LU r� W MARK ALL SHUTTER SECTIONS FOR LOGATION AND ORIENTATION t I ' V V 12 iJ-1 5.25 E- Ih 12 - ----------------------- -------- - ------------ ----- ---------------------------- --------------- ------------------------- - ------ ---- ------ ------ ------------------ 5 o%Z Qz 01300 131300- L El El " 0 0 13❑ 013 0❑ ----------- -- – -- -❑ ❑� -❑t �r� -- ---- --- - ------------ ------ ------------ ------------ - ---- ---- ------------------------ – -- ----- – ❑❑❑❑ 0 0 13 0 DATE: JANUARY 20101 THIS DETAIL CONFORMS WITH 2015 IRC (as amended) 51�� ELEVATION COVER 8 51DE ELEVATION REAR ELEVATION ISIINDBOIt'NE DEBR15 PROTECTION ELEVATIONS SCALE: V8" = I ft = SCALE: I/8 I ft SCALE: I/8 I ft SCALE: 3/4 I ft DRAWING NUMBER A == I A A-6 0D D f 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z 3-7'-4" 12,_8„ STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O (R905.2.6) ~~ O F- 14'-5114" -V-5 I/2" No. 15 ASPHALT FELT UNDERLAYMENT(R905.I.1)IV t_ EMERGENCYICE SHIELD BARRIER PER (Rg05.1.2) CUEOESCAPE [8310] 1/2" STRUCTURAL PANEL SHEATHING Q r - - - - - - - - AND RESCUE O 2646 CASEMENT WINDOW P.G. FTG 6" P.G. WALLS OR PREFAB. UNIT Vtu 2x8 (UG3B] P.T. LEDGER _ _- _ _ 6" GRAVEL BOTTOM,6" BELOW SILL r ) 1/2%) GALV. LAG 5GREW5 AT I6" O.G. LADDER PER CODE (TYP-3) R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATIONO v 4'-6" [R50-7•2] BASEMENT ENTRANCE STAIRS 1L / J (2)-2x10 GDR 8" REINFORCED CONGRETE RETAINING WALL W #4 REBAR AT 12" ON-GENTER EACH WAY p • STANDARD HOOK AND LAP INTO 16" x 8" P.G. FOOTING. 2" MIN REBAR COVER 50LID WOOD BLOCKING O N ABOVE oo .o z _ 61 CEILING JOIST d - - - - - - - DRIP EDGE (8905.2.8.5) � Ix8 WOOD FASCIA # _ r - - - - - - - - - - - - - - - - -- \- - - - - - - - - - - - I 11„ 1/2" OYP5UMWALLBOARD ;� SOFFIT VENT - - - - - - R� OC - I 36' -715/(b "RF_I N DOUBLE 2x4 TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID !1� r I �- OL - - - - - - - - - - - - - - MINIMUM 24" LAP SPLICE LENGTH (8602.3.2) INSULATION TO WOOD FRAMING PER AREAS AND TO RE515T A MINIMUM 28 sf `t I k' MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND NOTE: - - - SUCTION LOAD (EXPOSURE B) OR 40 5f GAS WATER HEATER EMERGENCY ESCAPE d RESCUE OPENING � - - - - 3R4,11-Ne P - J I (8310) GONG PLATF (EXPOSURE G). P BRADFORD WHITE HOLDDOWNS ARE I AND STEPS HW MITW5056FBN NOT REQUIRED FOR o a I < ON 10 RISERS O C. _J CAPACITY = 50 gal BASEMENT o 3 6 I 0i Z o i - THIS PROJECT. 4" P.G. SLAB O I DRYNELL X - < I L - - - - - - - - - -- - - - - - - - - - - - - Q PLASTIC HOUSEWRAP INSTALLED OVER FOAM (� �j ( I INSULATION. TAPE ALL SEAMS PER +L O I - - - - - - - - - - - - - - - - -- - - - - - - - - - - -� I .0 „ I 2x4 WALL STUDS AT I6 O.G. MANUFACTURER5 INSTRUCTIONS (R-703.2) 3-1/2"<) 5TL COLUMN x iv R-15 UNFAGED FIBERGLASS BATT INSULATION 4"x10"A/2" TOP PLATE N I I 23--b" I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) -� 8"x8"xl/2" BASE PLATE I I I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO O ON 2'-6"x2'-b"x12" DEEP P.G. FTG. GAP-HEAD NAILS WITH A MINIMUM 5/411 I w/(3)-#5 REBAR EACH WAY I I N I I R-13 2" GLOSED-DELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (TYPIGAL-4) I O I I (ALSO AT RIM J015T IN SECOND I6 O.G. FIELD. FLOOR PLATFORM - NOT SHOWN) Wzl I -7'-2" F -I -V-4" � - - -7'-2" I- - - -V-2" r_ � I I m I I 1/2" STRUCTURAL PANEL SHEATHING (� -- -- -- -- __ __ __ zQ- I F- - --may;t- 3/4" STRUCTURAL PANEL 5UBFLOOR Q O I I ` O 2x SOLE PLATE L - J L - J L - - J Q O I 2x BAND JOIST BEAM POCKET I I (a I I O Q I I I (2)-1.-75x11.25 LVL GDR (NP-2) I I O Q I I m 2x6 PRESERVATIVE TREATED SILL [UG2] (ENGINEERED DESIGN) IL I I - FLOOR JOISTS COPPER TERMITE SHIELD (2)-2x10 FL HDR l O 1 I I q I I O OVER SILL SEAL 6 1 ®Co 10 I I UNEXCAVATED I cv EXTEND SIDING TO WITHIN 12" OF FINAL O v I I N I N FOUNDATION ANGHORAGE [R403.Ib] GRADE FOR HISTORIC DISTRICTS 5-1/2"(P 5TL COLUMN cL ( = I IY I I J I I MINIMUM Ys" dia. ANCHOR BOLTS EMBEDDED A O .9 MINIMUM OF -P INTO CONCRETE OR GROUTED 4"x-7"x-7/2" TOP PLATE I I O I I I I CELLS OF CONCRETE MASONRY UNITS. THE Q i�L 1 811x8"xl/2" BASE PLATE -- m 1 ~ K o r O) ON 2'-011x2'-O"x10" (2)-2x10 - u Q I I O Q I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD FIN15H GRADE �J x DEEP P.G. FTG. 71 FL HDR 7I I lu �? w z OF THE WIDTH OF THE PLATE. A NUT AND l \ N I I Lu w I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR �J ImI �I x x _ x I I z BOLT. THERE SHALL BE A MINIMUM OF TWO I 1 Q o O �t q N I I BOLTS PER PLATE SECTION WITH ONE BOLT N) N II I dol tu dJ LOCATED NOT MORE THAN 12 INCHES OR LESS � � O I ( I I I STUD TO SILL PLATE UPLIFT p p I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH O m ~~ V STRAP UNDER P05T TO ROOF z C� END OF THE PLATE SECTION. WALLS 24 INCHES z Wm L IV BEAM (TYP-4) O Q I I ANCHOR BOLT LOCATEDTOTAL LENGTH INTHE CENTER THIRD OF O F- Z Z Q DECK HOLDDOWN LL Z W Z 51MP50N DTT2 1 a- I I THE PLATE SECTION AND SHALL BE ATTACHED O = N � �' - - --�B' O W - I INSTALL IAN MANUFA6rRER'5 SPECIFICATIONS 1 I I I I TO ADJACENT HALL PANELS AT CORNERS AS Q 4= W I to `9 I (TYPIGAL-6) -- -- - A - - - 8" P.G. FOUNDATION STEMWALL UPON I I 5HONN IN ITEM q OF TABLE R602.3(I). Q v - - -d) - I 16' x a" DEEP GONTINUOU5 P.G. FOOTING I I I I C3 z ,' t 0- r' - - - - - - - - - - - - - - - - I R-11 BASEMENT WALL BLANKET INSULATION t Q o- Q J�1 > O n, -��-- _ DECK N I ��-- -- --�� - - - - - - - - - - - - - - I N �O 0 1L x- � �Q _ (2) 2x1oFLusH / - =n ABOVE - ' / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � < � o nnz of O,, pV o - - - -� - - - -/ Qm� m- `` l� NO Q P.G. FOUNDATION WALL oI o Z (� CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 x - - - - - - - - - - - • BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY 2' 2- 5'- 2'-O" _Q 5_2 2_q AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Z N D� p� �� STORY [IRC TABLE R404.1.20)] 1`� / 1 2x8 [UG3B] P.T. LEDGER j, /� EXPANSION JOINT - 1/2"41) GALV. LAG 5GREW5 AT f 1% ♦ 16" O.G. [R50-7.2] ♦ - - - - - - - - - - ♦ ♦ 4x4 [UG4A] PRESERVATIVE TREATED P05T 4" P.G. FLOOR 5 (3)-2x8 -- P.G. FTG (3)-2x8 GDR GALV. METAL POST BASE ANCHOR ON ^'• *yl+!• _ _ -- -- -- 12"cD (18"(D AT ENDS) x 4'-0" MIN. DEEP P.G. FTG. POURED CONCRETE FOOTING e4=,�•• • +�C1,,,, ON UNDISTURBED SOIL TO UNDISTURBED GROUND •+• , 6 MIL POLYETHYLENE TOP OF FTG. 2" ABOVE FINISHED GRADE FILM 2" 2" [TYPICAL FOR (q) AT 12"41) AND (2) AT 15"(P] ;;' ''\ ••�,• �F .y; f./,U 2'-3" 9'-O I/2" 2'-O" q'--7 I/2" 2'-O" 9'-O I/2" 2'-3" 24'-11" CONTINUOUS UNDER 5 �;- 1' s TYF I GAL NALL SECTION FOUNDATION FLAN SCALE: NTS A SCALE: 1/4 = 1 ft !n itrf p � O IQ I- m Lo Z 0) - >s ._l o o Q = CQ °3 z lu OV_ LL � w �d NIINDOW AND DOOR 5CHEDULF p w o No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL OC O WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS STRUCTURAL DESIGN NOTE < V-, p- x W Z > 4 z < A ANDERSEN 100 SERIES 3050^ 32"x 26 1/16" 5.79 sf 10.38 sf 5.79 sf 15.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 36.0"x 60.0" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE In accordance with the 2015 IRC (as ormended); W !L B ANDERSEN 100 SERIES 3030 32"x 14 1/16" 3.12 sf 5.50 sf 3.12 sf 9.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sf] 36.0"x 36.0" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE OL V C ANDERSEN 100 SERIES 2050 20"x 26 1/16" 3.62 sf 6.12 sf 3.62 sf 10.0 sf U=0.30 SHGC=0.32 -26.0/-35.1 psf[20 sfJ 24.0"x 60.0" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,NO GRILLE structural elements such as engineered wood, steel Lu x p and steel/wood composite columns, beamis, headers4 V < n1 D ANDERSEN 100 SERIES 2646^ 21 11116"x4713/16" 7.21 sf 7.63 sf 7.90 sf 11.3 sf U=0.27 SHGC=0.28 -28.0/-37.8 psf[10 sfJ 30.0"x 54.0" D CASEMENT,VINYL FRAME,LOW-E GLASS,NO GRILLE and girders that: T ~ Zw E ANDERSEN 100 SERIES 6068R 29 1/2"x 75 7/8" 15.54 sf 31.27 sf 15.54 sf 40.0 sf U=0.30 SHGC=0.32 -23.0/-31.1 psf[50 sf] 72.0"x 80.0" E GLIDING PATIO DOOR,VINYL FRAME,LOW-E GLASS,NO GRILLE p z 4 F THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT F FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS V I) resist gravity loads, and N u � G THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT G SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR H C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7'± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT H RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS 2) are not contained in the prescriptivie design _Z I THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sq CHECK UNIT I HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR provisions of the 2015 IRC (as amemded) IL � 3W 13 MINIMUM HEADER SHALL BE(2}2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_st] were designed in accordance wl!th IL ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 ANSI AWG ND5-2015. U1 Structural elements such as walls and fenestration that: I) resist wind loads, and DATE: JANUARY 201ot 2) are not contained in the prescriptive design FOUNDATION PLAN 4 provisions of the 2015 IRC, (as amemded) TYPICAL WALL SECTION were designed in accordance with ASCE: 1-10 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans„ they are annotated "ENGINEERED DE5167Ml." A == 2 NOTES INDEXED TO "2015 INTERNATIONAL z ENERGY GONSERVATION GODS" 4 NYS "2016 O ENERGY GODS SUPPLEMENT" A V RI015 COMPLIANCE: This building was designed and shall be 'wip_b constructed to meet the 2015 (EGG (Energ Gode)Resldentlal PROVIDE RESERVED SPACE IN SERVICE PANEL FOR Z f� FUTURE SOLAR ELECTRIC INSTALLATION NI033) Provisions (as amended). Both RE-5--heck(U.S. Department of V _J ' Energy) and REM/Rate (Norelco) computer software was < w' w WOOD STEPS O ut►Iltzed to demonstrate compliance. All mandato provisions tL Q N � ( ATTIC PATHWAY FOR SOLAR ELEGTRIG NI03.6) V P P z w N N INSTALL 2"m VERTICAL SCHEDULE 80 PVG CONDUIT of the Energy Code are in force. Q v-J Q Q S DL Qjv: O (D U_ Y�O (E3801.2) THROUGH ALL WALLS TO ATTIC, WITH RI032.2 WRITTEN STATEMENT. To the best of my knowledge, N z 0 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS. Yd CLOSED-CELL SPF belief and professional Judgement,these plans comply with the �i .Q z Q '-2',, (� - IU w p 0 O= 13-6 I3-q" 3'-q -2 7-8" 6-4 Energy Code. Furthermore,as a RE5NET certified rater (ID. �U_j w LU v No. 2614387), I certify that these plans comply with the Home z - Ii-w 't, y P Py elQm z r Energy Rating System (HERS) program. A signed certification I-w _____ ___ ___ Z N of compliance with the HERS program will be submitted of the F-J�Q w(�-�z j----------CANTILEVER ABOVE----- _ --- - - i constructed building to demonstrate compliane with Town N Q z 7-- R-30 FG BATT IN5UL O G 0 0 6° ° G O 5YP5UM BOARD Code. z Q N IL cv °5 0 CONTINUOUS BEAD OF 8301.1 CLIMATE ZONE: 4A Suffolk,NY(Moist) Q N J to�C O O v - Q i 4 N V O (2)-1.75x11.25 LVL R SEALANT m Q Q O N m z :t I I I I I 0 ' R4012 COMPLIANCE: This project complies with 2) Section R405i U <P ! NOTE: DOUBLED (ENGINEERED DESIGN) I I I ® L------ 12'-8" GYPSUM BOARD � - N F-------- I--- I - - Simulated Performance Alternative, and the provisions of w- - I I DW I -- Sections R401 through R404 labeled "Mandatory:' Q=T u-Z Q z 3°5° FLOOR JOISTS AT I r__ J-----L_____________� i 36" RAILING # I lq-Q� OW} o ours GANTI LEVER I a ---------- Mandatory requirements: V p w Q rn IR Iii E I I I __ --------------------- ----------� = O CONTINUOUS BEAD OF R4013 CERTIFICATE: Builder to post per Code m w= iv H OD 13'-4 5/16" q'-5 3/8" j I 13'-10 5/16" I r P NQtx�ou� SEALANT R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 O ?O R i I O r AGH by HERS rater. See Table R402.4.1.1 In plans Q O 19 Q�o FAMILY ROOM u:," BREAKFAST I I v KITCHEN o w —1 CONTINUOUS MINIMAL R402.42 FIREPLAGE5: Factory built with UL 12-1 doors �z tU N Q v w U I I I BA EM NT EN GE O EXPANDING FOAM AT WINDOW R402.43 FENESTRATION. See window/door schedule I I 6 0 <- VOVN d IL UNIT PERIMETER R402.4.4 FUEL-BURNING APPLIANCES: All room heating and j, hot water heating appliances to be direct vent with both �p I I F zW O I L �- intake and exhaust pipes Installed continuous to the ' NOTE: q'-O" CEILING HEIGHT ----� Q >O I -^ WINDOW UNIT outside m THROUGHOUT FIRST STORY -7 `j ~ L_ I--R402.45 RECESSED LIGHTING: IG-rated and labeled air - tL 25 cfm TO HRV " RAILING leakage not more than 2.0 cfm per Code N 20 fm TO HRV 9 GONT. VENT ELEG. PANEL8402 5 MAX.U-FACTOR 5H6G: See window schedule -GON VENT x SELF-CLOSING 20-minR403.1 CONTROLS: See plans for thermostat information MODELGT-1jO5LOGIES .o N (MI507.4) 9_11 (MI5 7.4) _ F.R. DOOR (8302.5.1) a R40332 DUCT SEALING: All duct Joints shall be - PROGRAMMABLE m 3'-4" 3'-O" O a �— mechanically fastened and sealed with duct mastic , THERM05TAT - 2 CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW sealant. Apply mastic to duct seams. iv 3 840333 DUCT TESTING: Total leakage shall be tested. 3 UNIT PERIMETER 8403.35 BUILDING CAVITIES: Framing cavities shall not be (2)-2x8 HDR F � � = 3 o I II I used as ducts or plenums. b-b ll'-4" I R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate 2g6� m Q I I mechanical system pipes to a minimum of R-3 where (3)-2x10 FLUSH LOAD BEARING WALL (3)-2x10 FLUSH ° PDR (3)- LU INTERIOR GARAGE WALLS: I I required by Code. _ - -- -- -I- - -- -- -I R-15 BATT INSULATION i R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION p I I I ip SYSTEM: Not In project - 4 PTY( Iia ° i TY Y2 GYPSUM BOARD I 1j ! CONTINUOUS BEAD OF R403.6 MECHANICAL VENTILATION: HRV continuous m S DN -, I CO O i (2)-2 6 I GARAGE CEILING: N I II O SEALANT ventilation system - see plans. rn O I Y2" GYPSUM BOARD R403.-1 HVAC EQUIPMENT: Sized In accordance with ACCA Uf' to R 4x4 POST [TABLE 8302.61 I I Manual J and Manual 5 I 11 R403b MULTIPLE DWELLING SYSTEMS. Not applicable -- -- - 4'-6" 2' 0' 4'-10" 4-4' 2 6 R405A 5NOW MELT: Not applicable I L---------------JI I GYPSUM BOARD R403.10 POOLS. Not applicable I (2)-2x10 HDR 3,-2„ I Z N G -- -- -- -- (3)-l.75 �t `� i R403.11 PORTABLE SPAS: Not applicable Q cv - - -- -- -- -- -- III , I I m (3)-1.75 x 14 LVL DROP HDR _______ UJ cv R404 L16HTIN6: Builder to Install high-efficiency lamps In at m 01 I CONTINUOUS BEAD OF p (ENGINEERED DESIGN) f _-_-----11 LU ADHESIVE least"15% of permanently installed fixtures. Q I I IL 6 I II • R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was cv I - m CARA6E I I I CONTINUOUS BEAD OF F ~ I I 5" P.G. SLAB q I I used to show compliance with the Energy Gode. REM/Rate _ Q I 17 (2)-2x10 R.A.G. I- I I SEALANT software was used to model the building performace - see z 7 IL '�, I,- FL HDR w I Q PITCHED TO DOOR o 1 I j _ e; 2015 IEGG Energy Cost Compliance report provided withLL (3 u O O O I Permit Application. RE5check was used to model the building - �x V GROOM - cv Icv FOYER w O DINING ROOM o Q I O APP 9 - - I` ° __,._ .______....__._..........__..._......._..__.._.,._..,.__.................. ...___..._.___._. N _ O V „ performance based on national standards - see REGcheck O N � , � m_ I I _: 2 CLOSED-CELL SPF Compliance Certificate and Inspection Checklist provided with iv m O I N I N ' x dJ z Permit Application. Q QI i i1 H i 8308.4 HZARD GLAZING I x " ., _._.._._.___..,.._..,_....___........__...._.____,,..,.._.._.__............_, _.._.__...._.._ I o a o a PLYWOOD SHE UNDER N I II O Q „ 3 6 i�(2)-I 6 SL �:.nTy� q. I GYPSUM BOARD FOR GS-WSP I I i w, I I '-0" I I F 14'-O" BRACED WALL LINE D I I lU fn Q LU : I CONTINUOUS BEAD OF I I Z W Z ---------------� Z t__I",' - SEALANT � I } Q Z W _ Z_ 4� a GYPSUM BOARD I - C I O (3)-2x10 HDR mIt- (2)-1.15 x II.SIS LVL HEADER f(�� SEE PORTAL FRAMING DETAIL _�, O V J- � � Q Z w c,. I- i 11 , !�I (3)-2x10 FLUSH = t (3)-2x10 FLUSH,= lu 11J CONTINUOUS BEAD OF 2050 ' 205o �p .D 20 o T 2050 O O 0. Q J ^ O (� Q� - 8'-0 - o o N O i�- SEALANT 5050 Q 3 5 IL 1. CONTINUOUS MINIMAL r U tY PORCH Q G G b-I Ill-loll b-3 EXPANDING FOAM AT WINDOW 4" 7' 4" 1z Q 5/4x6 DEGKING 4x4 P.T. POST 9 n UNIT PERIMETER N N (TYP-4) < (\ ` - WINDOW UNIT(OR = WEATHER-PROOF DOOR) O TABLE R402.4.1.1 iv -- (2)-2x10 HDR -- —-- (2)-2x10 HDR - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION �pa;<n! "" `!:ul T CONTINUOUS MINIMAL CRITERIA 14'-2" 14'-2" 24'-4" '�'��' d F' �.•"6a . EXPANDING FOAM AT WINDOW A continuous air barrier shall be installed in the ;' , �,q *• ¢� •� �0 UNIT PERIMETER building envelope. Air-permeable insulation shall not be used as 61'-S" �";r' "•. ( General requirements The exterior thermal envelope contains a p I asealin material. , _ , • �;� continuous air barrier. g `�.; t s ccl, r..tn �AIi,�I1'-•• �; .t,`` P!• :` Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be CONTINUOUS BEAD OF aligned with the insulation and any gaps in the air A • t n"C�m" �r SEALANT barrier shall be sealed. The insulation in any dropped ceiling/soffit rf ry, ^" •._•• c ti��.��' IF Ceiling/attic al; ;`C f.PdGE•�E9i5�� shall be aligned with the air barrier. 1, Access openings,drop down stairs or knee wall it doors to unconditioned attic spaces shall be sealed. rrtt ILU €€ Cavities within comers and headers of frame u L �'E: E J J�'i i 1 GYPSUM BOARD walls shall be insulated b completely filling The junction of the foundation and sill plate shall be Y p Y 9 CONTINUOUS BEAD OF sealed. the cavity with a material having a thermal ADHESIVE resistance of R-3 per inch minimum. 1 j Walls The junction of the top plate and the top of exterior CONTINUOUS BEAD OF walls shall be sealed. Exterior thermal envelope insulation for IST FLOOR OO i� PLAN I Jl 1�I _ SEALANT Knee walls shall be sealed. al contact and contiwalls nuous alignment with thl be installed in e air FIRST J,�, I` J",,,j"'�I�l 1- 1 barrier. g SCALE: I/4 = I ft 0 The space between window/doorjambs and IQ 4- Windows,skylights and doors framing,and skylights and framing shall be sealed. Q ',; 2" CLOSED-GELL SPF1(1 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be installed to maintain permanent contact v�ith the underside of subfloor decking,or floor I6 qa STRAP TIE INSIDE GARAGE 22' TOTAL LENGTH - CENTERED U) framing cavity insulation shall be permitted to Floors(including above garage and The air barrier shall be installed at any exposed (20) IOd OR (22) 8d FASTENERS cantilevered floors edge of insulation. be in contact with the top side of sheathing, r ) g or continuous insulation installed on the ALLOWABLE TENSION = 1,705 Ib } CONTINUOUS SILL SEALER - underside of floor framing and extends from (TYP-2) CD 3 --� Z the bottom to the top of all perimeter floor Jam- O � Ul FULL WIDTH OF SILL framingmembers. DOUBLE TOP PLATE Q lL� m (U Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, ,,'' tt i O ►�+ _ ti t FOUNDATION WALL Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to J-4� O Y IL 0 overlapping joints taped. the crawls ace walls. :' ' ' 6"A �''/ (2 "f5x11.8-15 LVL HEADER'` � '`•,A Duct shafts,utility penetrations,and flue shafts `4=' '' ` Shafts,penetrations opening to exterior or unconditioned space shall be JAL/ Z CONCRETE SLAB sealed. W d Z X STRUCTURAL DES16N NOTE �`�. 0- a Z Batts in narrow cavities shall be cut to fit,or Narrow cavities narrow cavities shall be filled by insulation } Z p-1 that on installation readilyconforms to the In accordance with the 2015 IRC (as amended) IL Q v A- •/` �`...f w• • ' `' '� available cavity space. , `,'4structural elements such as engineered wood, steel Q , � / / ','� Air sealing shall be provided between the garage = X / Garage separation and steel/wood composite columns, beams, headers X and conditioned spaces. T tr an girders that: tL Recessed light fixtures installed in the d gird [— Recessed O Z Recessed lighting Recessed light fixtures installed in the building building thermal envelope shall be air tight 1- 7--- thermal;;* '� ��/ /�ti� thermal envelope shall be sealed to the drywall. and IC rated. U Batt insulation shall be cut nearly to fit around DOUBLE 2x4 FRAMING I) resist gravity loads, and Y O Wring and plumbing in exterior walls,or O O Z Plumbing and Wring insulation that on installation readily conforms 2) are not contained in the prescriptive design tL� provisions of the 2015 IRC (as amended) to available space shall extend behind piping lY NOTE: IT 15 THE INTENT TO PROVIDE FOR A and Wring. a CONTINUOUS AIR BARRIER ALIGNED WITH THE The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs were designed In accordance with THERMAL ENVELOPE. THIS DETAIL SHOWS Shower/tub on exterior wall showers and tubs shall separate them from the ;• lL TYPICAL METHODS OF AIR-5EALIN5 USING showers and tubs. shall be insulated. `•.'_' ANSI AWG ND5-2015. VARIOUS BUILDING ELEMENTS, APPROVED The air barrier shall be installed behind electrical or •�• ".' �",;a: :;�'' ADHESIVES AND SEALANTS. FRAMING ":"•: ' " Electrical/phone box on exterior walls communication boxes or boxes shall be ::' :%: :':'r" .%:";;:•;`:'•'�•,••. .. :.::•:"..• . ' " '"` ��"' "••'""''�"� ""� �` "`'" '' •""� � • " ' �'•� '""'�•""" Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, 5U(: A5 installed. j s '�: �° y" that: A BE CANTILEVERS AND STAIRWELLS, SHALL HVAC register boots that penetrate building thermal :�• .�.':. • SEALED IN A a1MILAR MANNER To PROVIDE FOR HVAC register boots 9 p 9 . • A CONTINUOUS AIR BARRIER ALIGNED WITH THE envelope shall be sealed to the subfloor or drywall. DATE: JANUARY 201a THERMAL ENVELOPE IN ALL LOGATION5. When required to be sealed,concealed fire 1) resist wind loads, and Concealed sprinklers sprinklers shall only be sealed in a manner that is FASTEN SHEATHING PER CODE recommended b the manufacturer. Caulkingor [8602.10.6.4] 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2015 IRC (as amended) PLAN AIR 5EAL I NO DETAILS AIR SEAL I NO NOTES PORTAL FRAM I NO DETAIL were designed In accordance with ASCE -7-10 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = 1 ft SCALE: 1/4" = 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DES16N." A == 5 m O r^ A V A-6 iI--------------------i I Z --------------------J V I I Q LL I Itu I I O O Z Z 0 0 - O 3°50 2._ �� 505 11,_8: O zz Q � N 4 � — - -------------------------- --- - ---------------------- -- WALL LINE BELOW pp p N O BEDROOM 3 GL BEDROOM 4 Q M BATH W _ 6_0" G 8 Ht '-0" 8 G Ht m Z '-O" G Ht Q ry N X I p § O 0 -e 20 cfm TO HRV 030 HVAC EQUIPMENT IN ATTIC I �p 20 cfm TO HRV CONT.VENT L GA5 FURNACE: LENNOX ELI95UH0lOXE3(0Bi - GONT. VENT :1 (MI501.4) INDOOR COIL: LENNOX CH33-36B+TDR+TXV j = a Q (M1501.4) OWER m OUTDOOR UNIT: LENNOX 14AGX5-036-230A I Prol TECHNOLOGIES - -N'. ---- HEATING GAP: 63,000 Btuh;AFUE = 95.0 I MODEL TILE in BATH d) O I GOOLI NG GAP: 33 200 Btuh;SEER = 15.00 I PROGRAMMABLE ^' I THERMOSTAT x O m WHOLE-HOUSE MECHANICAL VENTILATION WITH EG MOTOR (R403.6) AHRI REFERENCE No. 1182663 I O 2¢68 2¢68 O x 2468 3-O' 31-011 f — CC. FANTEGH VHR 20OR-EG HEAT RECOVERY VENTILATOR (IN ATTIC) INSTALL IAN MANUFACTURER'S SPECIFICATIONS LEGO-TOUGH PROGRAMMABLE WALL CONTROL IN MASTER BEDROOM 6" dia. R-6 INSULATED DUCTS TO OUTSIDE I SMOKE b G.O. 1 C[] S DETECTOR (TYP) O n.G R1rTURN N 246a 4" dia. EXHAUST DUCT TO EACH OF THREE BATHS 4 KITCHEN HALL Q 8 6" dia. FRESH AIR SUPPLY DUCT 4 DIFFUSER IN HALLWAY i 6'-6" I'-O" 10'-0" HALF WALL m 2 6 m DUCTS IN ATTIC, INSULATED TO R-6 I O (2)-2x10 HDR L - - —� L 1 I l I N _ )_1.15x9.25_LVL FLUSH ___----__---__----__- -- -- 2468 SYSTEM TO BE SET AND BALANCED TO PROVIDE MIN. 20 cfm FROM (ENGINEERED DESIGN) - ---- - - - -- - ------- BI-FOLD 2¢68 -' EACH BATHROOM AND MIN. 25 cfm FROM KITCHEN CONTINUOUSLY. I p H ND I BEARING WALL O m0 ® D _� rn m TO THE THERSHEA I G OR COOLIHALL NOT BE ANY NG SYSTEMS UCTS EGTED RYER WASHER m 5 8 DRYER EXHAUST j (MI502) I I 4'-6" 10" I 2¢68 12" x 12" AIR TRANSFER GRILL IN CEILING m z I O S 3._2.. 0 2x10 STUD WALL AT 24" O.G. O HVAG R.A.G. CHASE � � I QP�_Z Q 19ddv v4..NBEDROOM 2 GL r 2 6 MASTER BEDROOM 9,'-0" G Ht &'-0" G Ht 4" I LU m ~~ V 14'-0" 2'-2" 5'-6" lu (2)-1.15x14 LVL w/HT530 MTL STRAP AT EACH END (2)-1.7_5x14 LV_L_w/HT530 MTL STRAP AT EACH EN I Z Z -1 W 13 Z L/ _ — -i a' OZW -- -- -- -- -- -- -- _ (ENGINEERED DESIGN) (ENGINEERED DESIGN) p 0 � Q � O 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. JU v O (2)-2x10 HDR Z Z T O Z -- -- -- (2)-2x10 HDR - --------------------------------------------------- > W O 2050 3050 2050 O OI r_ 2050 3050 2°5° G N } < 4 �- <x A A " " ryz� QQ pp 1'-4" 1'-4" 1'-4" O 1'-4" < � � I I Lam\ / ---------------------_ —T\ �J I Z \ I I / / Q_..---------------------- ------------------------- 31'-4" . .�duiff'fD�ay. • A-6 of 1 fy��:"f.PJGi°�L4titi�r�b�. .sRsat?a�a.�t DELI, AN' 2 5 2019 SF_GOND FLOOR FLAN 50ALE: 1/4" = 1 ftt-i O O p u- 0 O ~ o Q = CQ o 3 —t z lid r® lig rr� lid ll® E O � N p a LU oY ° -74 50LAR-READY ^^ O 0 � - CERTIFICATE z P O Z o This home has X W D_ � Z STRUCTURAL DESIGN NOTE `�. v incorporated features at > Wtu z J the time of Initial In accordance with the 2015 IRC, (as amended); D_ W p D- construction to enable the q 0 installation of solar a structural elements such as engineered wood, steel electric. o and steel/wood composite columns, beams, headers T_ and girders that: Z ILp The solar-ready roof 1) resistravit loads and d zone is shown on this g y construction pIon excerpt 2) are not contained In the prescriptive design O 0 Q Z and is free of CONDUIT p p g LL N O Z o GO UIT G UIT provisions of the 2015 IRO (as amended) IL O obstructions that would 11mit placement of solar o were designed In accordance with panels. ANSI AWG NDS-2015. LL Plastic conduit for future Structural elements such as walls and fenestration LLI L7- electric wiring has been Ir that: d d d d Installed through walls at d d d d the locations shown to DATE: JANUARY 201q 50LAR-READY facilitate the installation I) resist wind loads, and ROOF ZONES of wiring between the 2) are n 2nd g not contained in the prescriptive design FLOOR electric service panel and roof-mounted solar provisions of the 2015 IRO (as amended) PLAN panels. were designed in accordance with ASCE 7-10 wind E= 1111=!Ill Ems E"TM it® 111=11provisions and acceptable engineering practiceWI . DRAWING NUMBER where such elements occur in the plans, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL (U105.5) annotated "ENGINEERED DESIGN." A _ 4 m TYPICAL ROOF R-3ci 2x10 RAFTERS AT 16" O.G. R-39 6" THICK GL05ED-CELL SPRAY POLYURETHANE FOAM (SPF) Z WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER(8316.4) O OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY (R316.6) Ilr 2" SOLID 135 x I6 LVL ASPHALT ROOFING SHINGLES OVER 15# FELT ROOF FALSE GABLE RIDGE OVER Y2" STRUCTURAL PANEL SHEATHING --- -------------------------------------------------------------- ------------------------------------------------------------------------------f WOOD BLOCKING \ I � ' O 2x12 GRO55-RIDGE 12 12 V - _ GABLE WALL INSULATION: 5,25 r— U---- -- —�5.25 0 - - - '- - - _ CONTINUOUS R-5 I-INCH RIGID FOAM XP5; IL- - - GAVITY R-13 2" 5PF FULL-HEIGHT 2x4 COLLAR TIE Q I SHEATHING AT 32" O.G. W n I I f BEHIND LEDGER F— _______ I I ' 2x6 RAFTERS AT I6" O.C. SEALED ATTIC (INDIRECTLY CONDITIONED) 2° SOLID z � (� -------------------------------- -I----------- ---------L-------------------------------------------------------� 1x8 TRIM BOARD 12 2x8 GJ AT I6 O.G. CJ CO SMOKE B G.O. WOOD BLOCKING ------------------------------ GEILING r I SOFFIT VENT 8� DETECTOR IN ATTIC FIREBLOGKING IN a MASTER BATH - - - - 7- -�- - - - - - LAUNDRY I I - - - - -- FAMILY BATH f I VENTED SOFFIT O i EVERY 10' (R302.11) (V ? r > I I > �� I `> I I }� - - - - - I (2)-1.75x14 LVL HDR FL Q N I- I u� I I f 4" NOTCH TOP SIDE UNDER ROOF il Lu WG I I I I I IWC I j MAX. NOTCH DEPTH = 5-1'2" NOTE: ALL DUCTS SHALL BE 1-O I WASHER I I f -a LOCATED IN THE ATTIC, LAV. LAV. ( I I LAY. f _j _I (2)-2x10 HDR INTERIOR SECOND STORY I = O TYPICAL EXTERIOR WALL R-2WALL CAVITIES AND SECOND 0 I0 FLOOR PLATFORM. MIN. R-6 TUB I I I I TUB f 2x4 STUDS AT I6' O.G. z_ c0 DUCT INSULATION IN I ATTIC.I (2)-2x4 TOP PLATE;2x4 SOLE PLATE � f n SHOWER I I I I (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN Q ------------------ -------------- ------- I R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 �m HAL BEDROOM 3 — 2nd FLOOR I I I —� SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION N --- ---- L---- ---- ---------- -----�- � ---- ---------- ---:�---------------� OVER I/2" STRUCTURAL PANEL SHEATHING G5-WSP SOLID O I-I/2" W I-I/2" W 3" W 2" W 2" W I 2: yy 2' W 3' W I-I/2 W 3/4" SUBFLOOR BLOCKING �� N 3.. yl 2" 2 w ------- -------------- ---------------------------------- ------------- „ 2x10 FJ AT I6 O.G. II (2)-2x10 FJ AT Ib" O.G. V --EILING ------------------------ ------------------------------ -I-- ---- - - -- ---� R-13 2" CLOSET RIM J SPF 11 CEILING _ _ _ _ _ _ _ -/l AT RIM JOIST U- POWDER I KITCHEN TYPICAL INTERIOR WALL (3)-2x10 FLUSH HDR STAIRS DOUBLE FRAME STAIRWELL (TYP) R-30 BATT INSULATION IN I 2x4 STUDS AT I6' O.G. GANTILEVERED FLOOR }I >I > I (2)-2x4 TOP PLATE;2x4 SOLE PLATE Q m jn I jn I I N 'n I I lz° GYPSUM WALLBOARD ON BOTH SIDES J 1/2" GYPSUM I BOARD FINISH WG I I KIT SINK I Ist FLOOR PLATFORM O WOOD FLOORING OVER LAV. I Dyl I 3/4" PLYWOOD 5UBFLOOR LI�/INC ROOM FAMILY ROOM I f 2x10 FLOOR JOISTS AT I6" O.G. Q GROSS BRIDGING AT MI05PAN w I I I I I Ist FLOOR f -------------- ----------- ---------- --------- — ------------------ ------ -------- ------- -------------------------------J 1-1/2" W 3" W I2" W I 3 W 211 W G.O. R-13 2" GL05ED-CELL SPF AT RIM JOIST -----------------•----------------------------------------------------- -----------------------------------------------------------------------------� STAIRS iv CEILING ; BASEMENT (2)-1.75 x 11.25 LVL GDR FINISHED GRADE r- „ (I ND I REGTLY GOND I TI ONED) o 4 FINISH GRADE U FULL HEIGHT R-11 BLANKET WALL INSULATION j SLOPE 6" IN 10' MIN. AWAY FROM BUILDING _ AS MANUFACTURED BY GERTAINTEED CORP. I j N Lu Lu ASTM E84 MAX. FLAME SPREAD INDEX S 25 f , 0 MAX. SMOKE DEVELOPED INDEX 5 50 G.O. 4 IN 1 uili__ 8" P.G. STEM WALL V I/2" GYPSUM _ APPROVED BOARD FINISH N BASEMENT FLOOR HOUSE TRAP SANITARY SYSTEM (8302.7) m � � W� 0 ----------------------------------------------------------------------------------------� 4" P.c. FLOOR SLAB TOP OF BASEMENT SLAB ,I 1 (I1 W I Z O -BASEME ---------------------------------------------------- J1-1 V PLUMB I NO RISER D I AORAM � 8" POURED CONCRETE FOUNDATION STEM WALL Z Z Q� Z p/ SCALE: NTS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING _ _ J O-1 UJ MINIMUM 3'-0" BELOW GRADE - Z W 30"x 30"x12" DEEP P. GONG. Q ,- 1-- O Z SPREAD FOOTING 11J 1 I 1 Z z w/(3) #5 REBAR E.W. Q � O JU IL Lu Q m O QL O O> �Qy Qf� RIDOE TENSION STRAP: SECTION A � � < WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft (3) 8—d COMMON NAILS AT EACH END OF STRAP z l� -,"A " RAFTER TO STUD • `r WRAP STRAP OVER RAFTER (4) 5—d COMMON NAILS AT EACH END OF STRAP ref rs�lttlEc°�o;� ' ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION JAN 2 WHERE RAFTER ALIGN5 WITH STUD 1n n r O 2x ROOF RAFTERS AT 16" O.G. 111 -1 USE GALV. HURRICANE TIE BETWEEN O O EVERY RAFTER AND THE ROOF BEAM O 2x CEILING JOISTS AT 16" O.G. USE (3)-Ibd NAILS AT RAFTER n1 Z DILL STUD TO DILL STUD : HEEL JOINT CONNECTION 2x EXTERIOR WALL O 1L _ STRAP OVER OR UNDER SHEATHING ROOF BEAM (SEE PLAN FOR SIZE) (4) 5—d COMMON NAILS AT EACH END OF STRAP UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS MT530G STRAP-TIE Q O N SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 'i 12" O.G. STAGGERED ALONG LENGTH EACH RAFTER JU LL lu VENTED VINYL SOFFIT O V U 1x8 TRIM BOARD R-30 BATT INSULATION O � m m STUD TO FLOOR JOIST 1-1/4 WIDE 20-OUAOE — UPLIFT CONNECTIONS: G518 GALV. COIL STRAP 51MP50N COIL STRAP GALVANIZED STEEL STRAP W r Q O Z USE (2) AT EACH POST, TOP s BOTTOM V (4)-Sd NAILS AT EACH END EACH SIDE OF WINDOW AND � Q- � � Z (4)-IOd NAILS AT EACH END DOOR OPENINGS. INSTALL > W X JU W Q 5/4"xb" DEGKING 2x SOLID BLOCK AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP PERPENDICULAR TO JOISTS (2)-Sd THREADED NAILS OR 2x RIM BOARD PLATES TO JACK STUD. 'I , Q U (2)-No. ,D WOOD 5GREW5 AT 4x4 WOOD COLUMN MINIMUM LENGTH BELOW J_I_! HEADER = LENGTH ABOVE EACH SUPPORTING MEMBER UG35 PRESERVATIVE TREATED CANTILEVERED FLOOR JOIST BOTTOM OF HEADERIL (R507.4) REST DIRECTLY ON FLOOR BEAM Z IL STUD TO SILL PLATE : FLOOR BEAM (SEE PLAN FOR 51ZE) tu FLOOR JOISTS UG3B PRESERVATIVE TREATED (u WRAP STRAP UNDER SILL PLATE PER CODE (SEE PLAN FOR SIZE) ASSEMBLE WITH IOd NAILS �i(6" 05B d VINYL SOFFIT (6) 8—d COMMON NAILS AT EACH END OF STRAP UG3B PRESERVATIVE TREATED 12" O.G. STAGGERED ALONG LENGTH (L Z ONLY REQUIRED AT FOUR LOCATIONS FLOOR JO 15T TO WALL: a W � O" WHERE SHOWN ON FOUNDATION PLAN GRADE 51MP50N H2;(5)-Sd NAILS To FJ d (5)-8d NAILS TO STUD ° Q 2x EXTERIOR WALL Q[ r .' ;:• ' SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 WOOD POST ALTERNATE WHERE FJ/STUD MI5ALIGN5: W a UG3B PRESERVATIVE TREATED FLOOR JOIST TO PLATES: 111 a 51MP50N H2.5;(5)-Sd NAILS TO FJ, (5)-Sd NAILS TO PLATES .. , .• PB44 HOT-DIPPED GALV. PLATES TO STUD: a POST BASE ANCHOR SIMP50N H2.5;(5)-8d TO PLATES, (5)-8d TO STUD DATE: JANUARY 20101 ?,• 12"m CONCRETE FOOTING MIN. 2" ABOVE GRADE MIN. 4'-0" BELOW GRADE SECTIONS 4 DETAILS H I O H-lel I ND UPLIFT STi APP I NO TYi-'I OAL POROH DETAIL DETAIL AT FLOOR CANTILEVER TENS 1 ON STRAP I NO AT MALL OPEN I NOS SCALE: NT5 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING NUMBER NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x 20 GAGE (5IMP50N 0520 COILED STRAP). A == & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2015 INTERNATIONAL CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA RESIDENTIAL GODS" NYS "2017 UNIFORM m TABLE 8301.2(1) CODE SUPPLEMENT" WIND DESIGN SUBJECT TO DAMAGE FROM RIOI.I UNIFORM CODE, All work shall conformto the New York Z State Uniform Fire Prevention and Building Code - IC1 NYGRR O and publications Incorporated by reference therein. GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN v Wind- R103 GENERAL GON5TRUGTION: D'Amaro Engineering and SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Surveying, ('beslgner"),has not been retained to provide Speed Topographic Special borne Weathering Frost Termite Survc-onstrucgt P.C.P . Ineering,supervision nor Inspection,and LOAD CATEGORY TEMP REQUIRED INDEX TEMP (mph) effects wind debris line therefore Is no�responsible for work performance of the z region zone depth THIS NEW RESIDENTIAL STRUCTURE UTILIZES Contractor. The Contractor shall immediately notify the O PRE-ENGINEERED WOOD GON5TRUGTION Designer, In writing, If there Is any discrepancy found during V 20 psf 135 None No Yes B Severe 36" M to H 11 -F Yes None < 1,500 52.2° F FOR FLOOR AND ROOF FRAMING, construction between field conditions and plan dimensions, INGLUDING GIRDERS AND BEAMS. especially with regard to existing construction. O WIND COMPLIANCE PATHWAY NOTES !L THE OWNER SHALL NOTIFY THE TOWN AND RIO) ENFORCEMENT: A Building Permit shall be issued by the AFFIX THIS 516N IN ACCORDANCE WITH Town prior to the start of construction. The Contractor Is W WIND DE51ON STANDARD: 2015 IRC (as amended) TITLE la NYGRR PART 1265.4 reos� i ble for scheduling inspections required by the permit O ULTIMATE DE516N WIND SPEED: OBTAINED FROM http://Hinclspead.atc.ouncll.org FOR THE PROJECT LOCATION: N 41.0111° N12.5417 Z _ WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5 R3012 VE-516N CRITERIA: Climatic and geographic design criteria - see Table R3o1.20) on this sheet. MEAN ROOF HfEIGHT IS NOT GREATER THAN 30 FEET [TABLE 8301.2(3)] �••I EXPOSURE CATEGORY: EXPOSURE B R3012.1 WIND DE516N: In accordance with Figure R3o12(4)B,wind 4 uI1 COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] 7N, Is not required. This building Is designed in La MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof span, 140 mph, pitch greater than 5:12) [TABLE R802.111 accordance with the International Residential Code (IRO) wind provisions unless otherwise noted on the lars. Refer to Wind WALL-TO-WALL CONNECTION FORGE = 140 plf ompliance Pathway Notes in plans. p �t WALL-TO-FOUNDATION CONNECTION FORGE = 80 plf UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP OF ALL BRACED WALL PANELS [R602.3.5]. 83012.12 PROTECTION OF OPENIN65: This building Is located in a }w - lu windborne debris region and 1s less than one mile Inland from Oc the mean high water line. Windows shall have glazing rated by O the manufacturer to protect from wlndborne debris or wood structural panel shutters as detailed. TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R3012.4 FLOODPLAIN: The site Is not located it a flood hazard area. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS 83015 LIVE LOADS: Minimum uniformly distributed live loads: OF FASTENERa'b,° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS Ta b,c SPACING AND LOCATION NOMINAL MATERIAL DESCRIPTIONa,b OF FASTENER AND LENGTH Intermediate Attics without storage Io sf,Attics with storage 20 sf, OF FASTENER' g �ga p : THICKNESS (inches) Edges 5alconles 4 Decks 40 psf,Rooms Other Than Sleeping Rooms Roof Floor (inches) (inches) support 40 psf,Sleeping Rooms 30 psf,Stairs 40 psf (inches) 4-8d box(2Y2"x 0.113");or 4-8d box(2 2"x 0.113");or R301b ROOF LOAD: Roof Design Load Is based on Ground Snow 1 Blockingbetween ceiling joists or rafters to to late 3-8d common(2,V"x 0.131");or 3-8d common 2 Y2"x 0.131" • or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing Load of 20 psf. gJ p p 3-10d box 3"x 0.128" • or Toe nail 21 Joist to sill,top plate or girder „ ( )' Toe nail 3 ( )� 3-10d box(3 x 0.128 ),or Staple 15 ga. 1 /q 4 8 R301.8 NOMINAL SIZES. Lumber dimensions specf led on these 3-3"x 0.131"nails 3-3"x 0.131"nails Up to 2 0.097-0.099 Nail 2,V4 3 6 plans for cut lumber are nominal dimensions. Engineered wood dimensions (LVL,PSL, I-Jolsts,glu-lams,etc) are actual 4-8d box(2 2"x 0.113");or 8d box(2 2"x 0.113") 4" o.c.toe nail Staple 16 ga. 1 Yq 3 6 dimensions. 2 Ceiling joists p p oists to to late 3-8d common(2 2Peroast toe nail"x 0.131");or 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 Y2"x 0.131");or 0.113 Nail 2 3 6 R302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls are 3 x 0.128 . or )� (roof applications also) IOd box(3"x 0.128 ), or 6" o.c.toe nail 1/2 and 3-lod box " " lis Staple 15 and 16 ga. 2 4 8 located at least 5 feet from lot Imes and are not ( fire-resistance rated. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2,V4 4 8 Ceilingjoist not attached to parallel rafter,laps over 4-lOd box 3"x 0.128" 8302.9 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR j p p ( ),or 3-8d box(2,V"x 0.113");or Staple 14 ga.2 4 8 HALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 V2"x 0.162")• or Face nail 2-8d common(2 2"x 0.131")• or Staple 15 ga. 1 Ya 3 6 having a F51 = 15 (req'd max. 200) and a 501 = O (req'd max. 8802.5.1(9)] 4-3"x 0.131") 23 1"x 6" subfloor or less to each joist 3-1 Od box(3"x 0.128"); or Face%a:� 2%2 and Yq 0.097-0.099 Nail 2 t�7q 4 8 450);and complies with Code. Ceiling joist attached to parallel rafter(heel joint) 2 staples, V crown, 16 ga., 1 %"long Staple 16 ga.2 4 g R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 4 [see Sections 8802.3.1 and 8802.3.2 and Table Table 8802.5.1 9 i „ „ INSULATION: Exposed insulation that is not installed in ( ) Face nail 3-16d box(3/2 x 0.135 ), or Staple 14 ga.2 1/q 4 8 concealed spaces having substantial contact with cavity R802.5.1(9)] 24 2" subfloor to joist or girder 2-16d common 3 2"x 0.162 Blind ani face nail t surfaces shall have a F51 < 25 and a 501 < 450. see plan ( ) 0.113 Nail 2/ 3 6 notes for exposed insulation values. 1� 4-IOd box(3"x 0.128");or 3-16d box(3 2"x 0.135"); or 1 Staple 15 ga.2Y4 4 8 5 Collar tie to rafter,face nail or 1 7q x 20 ga.ridge strap 3-1 Od common 3"x 0.148" • or 25 2 planks(plank&beam-floor&roof) At each bea-ing,face nail t 8302.11 FIRE BLOCKING= Use approved material to fireblock all to rafter ��) ( )� Face nail each rafter 2-16d common(3Y2"x 0.162) 0.097-0.099 Nail/ 4 8 penetrations of floors and ceilings. See plans for other fire 4-3 x 0.131 SPACING`O FASTENERS blocking locations. 3-16d common(3%"x 0.162");or 3-16d box 3 2 x 0.135 4-10d box P x 0.128" or NOMINAL MATERIAL a,n R302.12 DRAFT5TOPPING: Not needed for this project. ( ");or 26 Band or rimjoist to joist ( )� DESCRIPTION OF FASTENER AND LENGTH d P J 2 toe nails on one side and 1 toe 4-3"x 0.131"nails; or End na_i THICKNESS - - Edges Body of panel 3-lOd common 3"x 0.148" • (inches) � V 6 Rafter or roof truss to plate ( )�°r ( ) R302.I3 FIRE PROTECTION OF FLOORS. Not needed for this 4-1Od box(3"x 0.128"); or nail on opposite sidelof each rafter 4-3"x 14 ga. staples,%6' crown (inches) (inches) (inches) project under Exception 4. nn 4-3"x 0.131"nails or truss i�-- 20d common4"x 0.192 ; or" Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboardf-fiber-cementh 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed t tn H V ( ) luminaires shall be IG-rated I/A/H N1102.4.5 with separation 4-16d box(3 V2"x 0.135");or at top and bottom and staggered. Fiber-cement from Insulation per listing. �i Z 3-10d common(3"x 0.148"); or l0d box(3"x 0.128")• or 24"o.c. face nail at top and bottom 3d corrosion-resistant ring shank nails Z Z d dJ !Y Toe Hall 3 6 8308 GLAZING: Glazing In hazardous locations specified by _ 4-1Od box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) 8308.4 are noted on the plans. Provide tempered glazing or m - Z WW Roof rafters to ridge 27 Built-up girders and beams,2-inch lumber layers t other approved safety glazing material at these locations. p t- O Z ,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 7 And: Staple 18 ga., /long,/q crown }- 1-� to minimum 2"ridge beam 3 6 Z � O Z dl g-Z ( t " ");or 2-20d common(4"x 0.192") or (finished flooring other than tile) 8309.1 5ARA&E FLOOR 51JRFACE: Garage floor shall be 5-Inch t- O UJ 3-16d box 3/ x 0.135 Face nail at ends and at each splice y thick poured concrete sloped 1/4-inch per foot toward vehicle 4 111 o 2-16d common(3 2"x 0.162");or 3-10d box(3"x 0.128");or 1 Yq long x .121 shank x .375 head diameter corrosion-resistant entry doorway. A- > J p End nail 8 g d J OC 3-10d box(3"x 0.128");or 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish) O Y_- tt) V Q 3-3"x 0.131"nails 8310 EMERGENCY ESCAPE AND RESCUE OPENIN65: It Is the Q ? 4 4-16d box 3 2"x 0.135" 1 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws Contractor's responsibility to verify that the window units n, N O ( ),or T g' 8 8 supplied the manufacturer comply with the dimensional 1JL (� d Wall 3-16d common 3 2"x 0.162" ;or (for the finish) requirements for emer enc escape and rescue o enln s < 28 Ledger strip supporting joists or rafters ( ) At each joist or roller,face nail �. 9 y p P 9 � 3 16d common(3 2"x 0.162") 24"o.c.face nail 4-10d box(3"x 0.128"); or Plywood where required. 3S 8 Stud to stud(not at braced wall panels) IOd box 3"x 0.128" ;or 4-3"x 0.131"nails 1 Yq ring or screw shank nail 83113 5TAIRWAYS: ( ) g Interior stairways shall be pre-assembled 16"o.c. face nail 3 6 Z 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,t:;z nail %q and%6 minimum 12%ga. (0.099") shank diameter wood units. The maximum riser height shall be 8-I/4 Inches and the minimum tread depth shall be c Inches,plus nosing where _ Stud to stud and abutting studs at intersecting wall 16d box(3 2"x 0.135");or 12"o.c. face nail SPACING OF FASTENERS Staple 18 ga.,%,Y16 crown width 2 5 required. Provide handrails per Code. 9 3"x 0.131"nails it 3 Is t g e R312 GUARDS: Decks and porches more than 30 Inches above corners(at braced wall panels) DESCRIPTION NUMBER AND Intermediate 1 Yq ring or screw shank nail TE a,bje :Edges �,e �z�� z and t „ 6 8 rade,and ste lead) thereto,shall have uards that 16d common(3 2"x 0.162") 16"o.c. face nail OF BUILDING ELEMENTS TYPE OF FASTENERh supports minimum 12/ga. (0.099 )shank diameter 9 � n9 9(is) conform to Code. ,.eataC;=r 10 Built-up header(2"to 2"header with 2" spacer) 16d common(3%"x 0.162") 16"o.c.each edge face nail Wood structural panels, (inches) minimu�12 ng a s0.099 crew shank hankidiameter 3 6 R3I22 WINDOW FALL PROTECTION: 16d box(3 1/2"x 0.135") 12" o.c.each edge face nail u e s subfloor,roof and interior wall sheathin to framin and articleboard wall sheathin to tr amin 1 32,%,2 s s i " windows with sills less than p g g p g g /2 and/q g ( ) 24 above finished floor and greater than 72 above grade 5-8d box(2 2"x 0.113") [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Staple 16 ga., 12 6 8 shall be protected per Code. '� . l• 0.- 4-10d 11 Continuous header to stud 4-8d common(2 2"x 0.131");or Toe nail 30 �„ -�„ 6d common(2"lx 0.113")nail f Hardboardf 8314 SMOKE ALARMS: Interconnected smoke alarms and carbon box(3"x 0.128") (subfloor,wall) 6 12 1 2 ion ring-grooved underla merit nail 6 6 monoxide alarms shall be Installed at all locations specified Wn gy on the plans. 16d common(3 2"x 0.162") 16"o.c.face nail 31 132" - V 8d common nail(21/2"x 0.131") 6 12' 4d cement-coated sinker nail 6 6 ' • �'_ ' ` '' 12 To late to to late �: tiF . A :i�s.!!:� C:e r L'tiM. Top P P p l0d box 3 x 0.128 or 8315 CARBON MONOXIDE ALARMS: Install at all locations ( ) lOd common(3 x 0.148 )nail; or Staple 18 ga.,%long(plastic coated) 3 6 specified on the plans. `': �, "°�a�?yJmt'aG"9�•.;�' 3"x 0.131"nails 12"o.c. face nail 32 1%"- 1 Yq" 8d 2�"x 0.131" deformed nail 6 12 ( ) Particleboard 831-1 HOOD DECAY PROTECTION, Lumbers eclfled in the Ions 8-16d common(3 2"x 0.162");or Other wall sheathings 4d ring-grooved underlayment nail 3 6 as pressure preservatively treated (P.J shall be In p � � yi�tr'�v r / Fasteners shalaccordance lbe galvanized steell,stainl stainless �' `.�� Lil �� J CUi� Double top plate splice for SDCs A-D2 with seismic 12-16d box(3 2"x 0.135");or 1 2" galvanized roofing nail,%6"head Staple 18 ga.,Y8 long,%6 crown 3 6 ANPA Ul for the braced wall line spacing<25' 12-10d box(3"x 0.128"); or Face nail on each side of end joint 33 � structural cellulosic fiberboard sheathing diameter,or 1" crown staple 16 a. 1 Yq" ion 3 6 steel silicon bronze, copper or I/2" diameter or rester p g g 6d ring-grooved underlayment nail 6 10 pp 9 �: :: minimum 24" la slice length steel bolts. 12-16d(3 2 x 0.131 nails ( p p 1 Yq"galvanized roofing nail Y16" p g %long,%crown 3 6 m each side of end joint) 34 z%2" structural cellulosic fiberboard sheathing �� g � head �� 3 6 � Staple 16 a., 1 _ Double top plate splice SDCs Do,DI,or D2; and braced 1�„ diameter,or 1 crown staple 16 a., 1/ long R40I.4.1 GEOTECHNICAL: Footings and foundations shall rest on 12-16d 3 V2 x 0.135 p g g i s 6d ring-grooved underlayment nail 6 10 wall line spacing>25' ( ) 1 :: �� 5 3 undisturbed soil with a minimum load-bearing value of 2,000 i d 1/ galvanized roofing nail; staple galvanized, Staple 16 ga., 1 /long,/crown 3 6 psf. Visually graded soils that have this load-bearing value - 0 35 2 gypsum sheathing 1 „ 7 7 include 6H 4 6P-gravel and sandy gravel;6M 4 6e-silty and O 16d common(3 2"x 0.162") 16"o.c. face nail 1/ long; 1 1/q screws,Type W or S u- 14 Bottom plate to joist,rim joist,band joist or _ clayey gravel;5H 4 5P-sand and gravely sand;5M 4 5G-silty blocking(not at braced wall panels) 16d box(3 2"x 0.135");or 5 „ d 1 Yq" galvanized roofing nail; staple galvanized, For SI: 1 inch=25.4 mm. and clayey sand. Unsuitable subsoil material encountered -1 m 3"x 0.131"nails 12 o.c,face nail 36 / gypsum sheathing 1 5 " ion 1 %" screws Type W or S 7 7 g p O 2 during excavation shall be excavated and replaced to-situ g> Yp with crushed stone to a minimum depth of 8 Inches. i : 3-16d box 3%"x 0.135" or 3 each 16" o.c. face nail Wood structural panels,combination subfloor underlayment to framing a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. O Bottom plate to joist,rim joist,band joist or ( )� 84022 CONCRETE: Basement walls,foundation walls,exterior Q O d 15 blocking(at braced wall panel) 2-16d common(2 Y2"x 0.162"); or 2 each 16" o.c. face nail 6d deformed(2"x 0.120")nail; or b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. walls and other vertical concrete work exposed to the t- m Z 4-3"x 0.131"nails4 each 16" o 37 X . Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. weather shall be air entrained stone concrete with a minimum O IL .c. face nail - 8d common(2 2" x 0.131")nail Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. compressive strength of f c=3,000 psi at 28 days. Porches, 8d common 2 2" x 0.131 nail;or carport slabs and steps exposed to the weather,and garage CD O Z � Z 4-8d box(2�"x 0.113");or 38 %'1 - 1" ( ) 6 12 d. Fasteners shall be placed in a grid pattern throughout the body of the panel. floor slabs shall be air entrained stone concrete with a - 3-16d box 3,V"x 0.135" • or s 8d deformed(2 2"x 0.120")nail e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each wa minimum compressive strength of Vc,=3,5oo I at 28 days. ( ): p Y P : P Y• tom'• �9 t� F 4-8d common(2 2"x 0.131");or Toe nail 1 „- 1 1 Od common(3"x 0.148")nail;or f. Hardboard underlayment shall conform to CPA/ANSI A135.4 i ~ O 4-10d box 3"x 0.128" 39 1/g 1/q 1 „ 6 12 8403.1.4 FROST PROTECTION: Exterior footings and foundations I O Y !L JU V ( ),or 8d deformed(2/2 x 0.120 )nail g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than systems shall extend below the frost line,Le.,to a minimum ^ O v 4-3"x 0.131"nails 130 mph. Fasteners attachingwood structural panel roof sheathing to able end wall framing shall be installed usingdepth of 3'-O" below finished grade. 16 Top or bottom plate to stud the spacing listed for panel edges. p g g g Z 3-16d box(3%"x 0.135");or p R40411 BACKFILL+ Backfill shall not be placed against J r Q For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. foundation walls until cured a minimum of 7 days. Brace top W Q D_ lY z 2-16d common(3 2"x 0.162");or and bottom of wall during backfill placement,or backfill after > �Y 0 �4 3-1Od box(3 x 0.128 „),• or End nail a. Nails are smooth-common,box or deformed shanks exce pt where otherwise stated. Nails used for framin g and floor platform framing and floor slab is Installed. < W La Q 3-3"x 0.131"nails sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameterof R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber a 4 V 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL shall be Douglas fir-larch No. 2 or better. Laminated veneer lu Q < tri ksi for shank diameters of 0.142 inch or less. Sa,b,a � lumber (LVU shall have a minimum Fb=3,100 I and modulus !� t u- 17 Top plates,laps at corners and intersections 2-16d common(3 2"x 0.162"); or Face nail b. Staples are 16 gage wire and have a minimum% WALL SHEATHING USED TO RESIST WIND PRESSUREE=2.0 x 10^6. 6-inch on diameter crown width. 3-3"x 0.131"nails c. Nails shall be spaced at no more than 6 inches on center at all supports ehre spans are 48 inches or greater. MINIMUM ULTIMATE DESIGN R602.1 HOOD HALL FRAMING: Load bearing dimension lumber 4 d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) MINIMUM WOOD MAXIMUM PANEL NAIL shall be Douglas fir-larch No. 2 or better. Y 3-8d box(21/2"x 0.113"); or Y Y p pp Y• MINIMUM NAIL NOMINAL WIND SPEED Vint J 2-8d common(2Y2"x 0.131" e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). STRUCTURAL WALL STUD SPACING R•1o2.3 GYPSUM BOARD: All interior wall coverings to be pointed 4 Q Z 18 1"brace to each stud and late ( )' °r PANEL (mph) ng p 2-lOd box(3"x 0.128");or Face nail f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to PANEL SPAN THICKNESS SPACING 1/2 gypsum board unless otherwise noted on plans. IL N 0 gable end wall framing shall be spaced 6 inches on center. Where the ultimate design wind speed is greater than 130 Size Penetration BATING (inches) Edges Field Wind exposure category 2 staples 1 Yq" niches 8'103.3 SIDING: Exterior wall covering shall be vinyl siding tested (inches) (inches) (inches o.c.) (inches o.c.) B C D mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum by the manufacturer for use In high-wind regions. Use stainless 3-8d box(2 2"x 0.113");or 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 6d Common 3 steel nails for fastening vinyl siding on buildings located within U- 2-8d common(2 2"x 0.131"); or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard (2.0" x 0.113' 1.5 24/0 16 6 12 140 115 110 3,000 feet of the ocean line. iA 19 1"x 6" sheathing to each bearing 2-1 Od box(3"x 0.128");or Face nail sheathing shall conform to ASTM C 208. ReO2.1 WOOD ROOF FRAMIN6: Load bearing dimension lumber 2 staples, 1" crown, 16 ga., 1 Y4" long h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required 8d Common 1.75 24/16 %6 16 6 12 170 140 135 for rafters, trusses and telling joists shall be Douglas ) blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges DATE: JANUARY 20141 3-8d box(2 2"x 0.113"); or (2.5 x 0.131 24 6 12 140 115 110 fir-larch No. 2. supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to Rao62 ROOF VENTILATION: Ridge and soffit vents,where shown, PP Y g q g g c g p shall be provided with a minimum not free ventilate area of 3-8d common(2Y2"x 0.131");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. p`' ventilating 3-10d box(3"x 0.128");or )'Goo of the area of the vented space supported by framing members or solid blocking. . NOTES 3 staples, 1"crown, 16 ga., 1 Yq" long i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 Rg05.2 ASPHALT 5HIN&LE5: Asphalt strip shingle wrappers shall � p g ' g p fl pp p Y p Y g p" one side of the rafter and toe nails from the ceiling be labeled to Indicate compliance with ASTM D--1158 Glass 6 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8Face nail joist to top plate in accordance with this schedule. The toe nail on inches on center shall be applied with panel strength axis perpendicular to supports. or H,or A5TM D-3161 Glass F,and shall be fastened to the opposite side of the rafter shall not be required. b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. accordance with the manufacturer's recommendation to 4-8d box(2 2"x 0.113");or Lateral bracing requirements shall be in accordance with Section R602.10. achieve that rating. Use a minimum of six nails per strip DRAWING NUMBER 3-8d common(2 Y2"x 0.131");or c. Wood structural oriels with span ratings Wall-16 or Wall-24 shall be permitted as an alternate to oriels with a 24/0 shingle. Use stainless steel nails when building within 3,000 3-10d box(3"x 0.128");or P p g p P feet of saltwater. span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. ._ 4 staples, 1" crown, 16 ga., 1 4"long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. RIoo62 AIR SUPPLY: All combustion ale for factory fireplaces shall be provided from the exterior offbuilt the dwelling In accordance with the UL listing.