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ooS�� oy Town of Southold 11/5/2022 P.O.Box 1179 o • ? 53095 Main Rd y 0 ap h� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43572 Date: 11/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3100 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-80 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 45949 dated 3/18/2021 i was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch, rear deck and attached garage as applied for. The certificate is issued to Zenith Property Group LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0054 10/27/2022 ELECTRICAL CERTIFICATE NO. 45949 7/19/2022 PLUMBERS CERTIFICATION DATED 6/1/2022 C s Sanders ut ori d ignature �o�g�ffDlp�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT CO- 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#: 45949 Date: 3/18/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#26) At premises located at: 3100 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-80 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 9/17/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 Builtring Inspector pF SO(/TyOlo Town Hall Annex Telephone(631)765-1802 -54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY ]1971-0959 QIycDUNT�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 3100 Stanley Rd city:Mattituck st: NY zip 11952 Building Permit#: 45949 Section: 106 Block: 8 Lot: 80 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 17 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 48 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect Switches 43 4'LED Exit Fixtures Pump Other Equipment: Fridge, Mini Fridge, DW, Oven, Micro, Hood, 200A Panel 40 Circuit/ 29 Used Notes: New Two Story . �— Inspector Signature: te: July 19, 2022 S.Devlin-Cert Electrical Compliance Form C-0 Town Ha11 Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 tom; Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 6QE-R T.:I F I CAT I ON Date: Building:Permit No. Owner: (Please print) ...........:...:...:._.Plumber:. . . 6 �. . -Y-a-de� (Please print) I certify that the solder used in the water supply system contains Iess than 2/14 of 1% lead. lumbers Signature) Sworn to before.me this day of 7n e `vvv ` vvgvavvvrp,rrr�,�' op 'Sr V 0 pl9 Notary Public, qunty g2 vvvve 0'N °ioe�oaaFXp�RES e,,`vvvvv hod °lo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I - F NDATION 1ST "[ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . V4A-o J rw IS c � DATE �Oj �ZI INSPECTOR �' Of SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `��nuxn 765-1802 INSPECTION [>-] FOU DATION 1ST [ ] ROUGH PLBG. UNDATION 2ND : . [ ] INSULATION/CAULKING RAMING /STRAPE [ ] FINAL - [ ] .FIREPLACE & CHIMNEY., [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION `` [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: j DATE V WIZ.-I INSPECTOR �apE SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPEC O [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING e RAMING /STRAPPING [ ] FINAL IREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: pimulk, &�W .. v DATE ll INSPECTOR at SOUI � do # # TOWN OF SOUTHOLD BUILDING DEBT. yrou►m��'' 765-1802 INSPECTION [ ` ] FOUNDATION 1 ST [ ] ROUGH PLBG. = [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]-.--FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION P4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 01.1sireq 1,4 prla, �mrjr ) ila p� Atd- IA DATEZ74 INSPECTOR , ql SOF SOUTH l �o� Olo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ °] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM_ A KS: tfovl' mvrA N mh �. DATE l 2'0 ��`� INSPECTOR �o��pf SOUlyo6 �� ` � � � � �� �.�•�1 ��`- # # TOWN OF SOUTHOLD BUILDING DEPT. y�nnn � 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) VIOLATION [ ] PRE C/O - REMARKS: Nv 4- 1 ICA& DATE 'INSPECTOR . S0114, - # # TOWN OF SOUTHOLD BUILDING DEPT. ourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL W✓ > [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0-ld cd( vJ�MftvlhdA 1 ON Gr*� vQ9 CA2 � v � DATE 1/ INSPECTOR QAf laf SO * * TOWN OF SOUTHOLD BUILDING D PT. `�cnuun N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: f DATE INSPECTOR Bunch, Connie From: Lanza, Heather Sent: Friday, November 04, 2022 10:09 AM To: Chris Dwyer Cc. Bunch, Connie Subject: RE: Fields at Mattituck CO's for Lots 7, 11 8 26 Connie, Planning staff inspected the constructed homes and found that the buffers were kept in place as shown on the filed subdivision map, so all are in accordance with the approvals of the Planning Board. Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownny aov From:Chris Dwyer<cdwyer@lkma.com> Sent: Friday, November 4, 2022 6:41 AM To: Lanza, Heather<heather.lanza@town.southoId.ny.us> Cc: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: Fields at Mattituck CO's for Lots 7, 11 &26 Good morning Heather, Thanks once again for meeting me at the development yesterday. We hope that your visit provided assurances that the developer has a great respect for following the filed map and the C&R's associated with the map. Pursuant to our visit we would like to memorialize the observations made with respect to Lots 7& 11's compliance to the non-disturbance vegetated buffer in the rear yards of each. As we walked around the development I believe it was evident that the developer maintained (in most cases left more of a buffer than required)these vegetated buffers on all applicable lots and even left a buffer on the lots in the circle (22-26)that were not burdened with any clearing restrictions. I have copied Connie from Building on this email so that she has the benefit of knowing what occurred at the site visit conducted by your Department yesterday afternoon. Please reply to all in order to confirm what is stated in this email so that the Building Department can issue CO's for those two lots. Lot 26 does not have a clearing restriction so unless there are any deficiencies in the submission made by our office we would expect that CO to be issued as well. Thanks again for taking the time out of your day to visit these new residential dwellings in Mattituck. Regards, Christopher F. Dwyer I Associate 1 9• "tea. REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-80 Report Date 2022-07-27 Data Filename 2021_028 3100 Stanley Rd.C.CC_HERS.btg Energy Code 2018 IECC as amended iri the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 14% Heating Degree Days 5294 HERS Index 52 Construction Site Owner/Agent Designer/Contractor HERS Rater 3100 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 3100 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated SheU Area (sq ft) 7821 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) 5301 Maximum UA 460 Your Home Energy Cost($/yr) 4770 Your Home UA 442 Better Than Code (Perf) 11.2% Better Than Code (UA) 3.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R31.2,FG1,OC-SPF** 1231 31.2 0.0 45 Roof 2: R30,FG1,10-16,C** 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid** 2556 15.0 5.0 139 AG Wall 2: R15,FG1,4-16** 307 15.0 0.0 24 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity, Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-16.7 JD OC SPF** 336 11.7 5.0 21 AG Wall 4: R15,FG1,4-16** 95 15.0 0.0 8 Joist 1: Cond ->ambient 142 13.0 5.0 0 Joist 2: Cond -garage 17 13.0 0.0 0 Joist 3: Cond - ambient 82 13.0 5.0 0 Joist 4: Cond - attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC 0.28 DH** 228 0.300 68 Window 2: U:0.30, SHGC 0.28 DR** 80 0.300 24 Window 3: U:0.28, SHGC 0.31 PIC** 71 0.280 20 Door 1: PCH Front Door** 34 0.230 0 Door 2: PCH Garage" 18 0.150 0 Door 4: Fiberglass U-0.17 JD** 18 0.170 0 Door 5: 1-3/8 Wd panel - 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-16** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount** 1244 0.0 11.0 66 Wall 2: R-11 Paramount** 225 0.0 11.0 12 Window 4: U:0.29, SHGC 0.27 CS** 27 0.290 8 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 2.80 Clg: 2.80 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling: Air conditioner, 24.0 kBtuh, 16.0 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 certify that the home listed above shall be built to meet or exceed 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. Name -Title Signature Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings.- m 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 S ...e REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance certificate 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. Name-Title 7Signat, a Date , REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 nE « F L 2 L OCT 2 7 2022LIPA Y Long Island Power Authority 2012 Ccsm�ustion;Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 3100 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. 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: July 27, 2022 Outdoors Temp During Test: 78 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No✓ Net Change: -5.4 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. HeattS stern:. Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other g: y E Men `<I y,Fuel Tvne 2 Ventres=Tunes Dia S i�lCaQe Circle,T e- .`, ascal orst Case (Natural orst Case) atural Rating: N_P✓ O_E_ N V_M_S✓ Pa. Pass ✓ Fail_ Pass✓ Fail_ 14 PPM 14 PPM Yes ✓ Tom: Standard Tank ✓ Indirect Taddess 50 Style Common Vent❑ _ _ Size: Wtlte)';Heater; ::;: Primary. No Instantaneous Commercial (See Note5below) (Gallons) 4 Stand Alone a VendnuType s Drat S i-p lla�e S tllare(Natural) CO CO En tclen ks ; Fuel Tvne . turayp ) (Worse Case):; (GVorse'Cas�) (Nal] 77 - EF: N P ✓O E , N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 10 PPM 10 PPM Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No Oven CO - 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.. Commonl Vented with Heating System or Stand Alone(Independently Vented orOrphaned) 5 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: JerryD'Amaro Rater Number: 2614397 Rater Signature: ,`( Date: July 27, 2022 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Home Energy Rating Certificate t� Property HERS New Home 1000-106-8-80 Rating Type: Confirmed Certified Energy Rater: Jerry D`Amaro Oasis at Mattituck, Corp. Rating Date: 2022-07-27 Rating Number: 2021_028 3100 Stanley Road Registry ID: 016182845 Mattituck, NY 11952 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 46.1 $Cost Cost 40% General information Cooling 2.6 $155 45vo Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 13.9 $323 9% Conditioned Volume 42583 cubic ft. Foundation Conditioned basement Lights/Appliances 26.8 $1584 43% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features Total 89.5 $3687 100% Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Criteria Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 118 cfm, 96.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes H50 Calculatio Building Shell Features 1,987 CFM50 x( .0 AC/42 3 cf)x(60 min/1.0 hr) =2.800 ACH50 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-31.2 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1987 Clg: 1987 CFM50 Foundation Walls R-11.0 Method Blower door HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 726 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Co orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. CERTIFICATE OF INSULATION :R7iii EtOC:O it'i ti;i R: For the following home: Lot 26 - The Fields at Mattituck; 1000-106-08-80 STREET ADDRESS 3100 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Bum Plus T hB Intumescent Attic Gable End-Wells-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-laced 3.5 inches Knauf R-11 Basement wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF h Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling:Knauf Ecobaff R-38 in 2nd Poor platform The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street , STREET ADDRESS Riverhead New York 11901 CITY�i STATE ZIP 6-24-2022 SIGNATURE DATE Contractor's Submittal qtr, .« r�`��ri� tiPdAUs INSU!�-ai 10N.11NIC. Material approved for use in project. �.•'�k.� �qti, one Knauf Drive 3100 Stanley Road,Mattituck y.y�� A < Shelbyville, IN 461.76 Approved by D'Amaro Engineering and Surveying,P.C. t1 i �!r xy ; Technical Support (317)398-4434 ext.8727 CHECKED^ 3UtI 2 U 2022 EHCES� 01-20 ro 2020 Knauf Insulation, Inc. V_ ro DATA SHEET Basement Wall Insulation kNA9f!kkq!AT19N" Technolowith ECOSE° � LD WE LEVE fN.' DESCRIPTION CONTRACTOR: Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to The Fields at Mattituck- Lot 26 a perforated facing that can be left exposed. It is also available JOB: DATE: June 28, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you ' the flexibility to apply the insulation horizontally or vertically, which allows.for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOORE • • THE WORLD The perforations in the facing allow moisture to pass through the Knauf Insulation areq material, reducing the possibility of condensation and ensuring pro ® e e gy e- our .. - •a e e .. •e binder proper thermal performance. traditionally' used in fiberglassproductsw The bio .. •e APPLICATION binder . . . o e. .•. product e • New construction or for retrofit in existing homes its unique appearance and rridkes it formaldehyde4ree. SPECIFICATION COMPLIANCE All of our products • ASTM C665 such as recycled . sand., And e e • Type 11, Class A, Category I I 66pating glas,s,bottles b.ackto Work rathtuthan into • IECC Code for a continuous R-value with a Class A Fire e Our"products are madee e rating with no further modification e of bottles month.each INDOOR AIR QUALITY • EUCEB Certified with EC09A Contractor's Submittal Material approved for use in project. 3100 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. • 1� J R-Value Dimensions IMrF65 in 7ga 3.5"x 48"x 60' R-11 PSK Perforated (White) 3.5"x 88"x 60' Prope—rty(Unit) 4MEMM, ..,. • „ ;;._. 14, Pelrfor,mance ; Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N\®—B V R Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION _ No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life — - Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified I � intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire performance prescribed. ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. 170 L) 586.5 lbs. coatirigs char and swell up to multiple times their original Drums: ( gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) — 90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 3100 Stanley Road, Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying, P.C. Code-compliant solutions. Life-staving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. - SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the some specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY& PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httos://www.noburn.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made in the USA SUBMITTAL SHEET DATA SHEET EcoBatt° Insulation hAfff!k�q!ATIONwith ECOSL-0 Technolo LD WE LIVE IN' . Technology , DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: JOB: The Fields at Mattituck- Lot 26 barrier for energy-efficient construction. Ecobatt insulation June 28, 2022 products can be used in new and retrofit wood and metal frame DATE: applications in residential, commercial and manufactured housing structures. High Density (HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE, • • THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit 'InsulationKnauf products • O Technology between 16" on center wood studs, eliminating the need to staple. .e- using our.patented,bibabased binder e - . e e ee- binder APPLICATIONS • Cavity walls, exterior and partition walls, floors, ceilings, fiberglasstraditionally used in Uct its attics, basements and crawlspaces holds.; . e e e e e e o e e• e e ®- e- SPECIFICATION COMPLIANCE Allof our products arernagefrom eresources, • ASTM C665 (facing); e glassand sand.And Were proLko, • Type I, Class A, (Unfaced) be e e e. e into • Type 11, Class C, Category 1 (Kraft) e Our products are roadee 50% • Type III, Class A, Category 1 (FSK-25 foil) recycled glass—totalihg an.average of . e e • Type III, Class B, Category 1 (Foil) ea6 month. • California Energy Commission • MEA#498-90-M with ECOSES • State of Minnesota INDOOR AIR QUALITY :�.: - • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 3100 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. TECHNICAL DATA Property(Unit) Test. Performance Corrosion ASTM C1617 y Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced: 0.05 perms Water Vapor Sorption(by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. l�f a6 R�rmi-{��hq�9 3ra� s�„rii�y i�-. Par) cdm 7 �f � k Nv F s5"Y✓s 1m. �."� �q 3 90VT ` JIF-I �,�� ��._.�s , ?��= „rs• � �. � .�, _?°�.,. sus � �f�ux_ �,� _ � �'� . r ' aha • - --�` �'tt £n ivy, z �" ,Pr,.r`r s r g��., q ' �a / �� �'`:�<.�.rl` ��,n � « $ ��.� cg Vic• a�h', s� !�� ,A4` ,� r". iID k � ,,,.� ... .• a Raffia S p�.wY "z � t 8 f �. E ' 3�p rt F rA, r s . G a t / �t, r f iY Bbilding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021.028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Property/Builder Information J Building Name New Home 1000-106-8-80 Owner's Name Oasis at Mattituck, Corp. Property Address 3100 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peter@modernagehomebuilding.com Plan/Model Name Zenith_2-R-S Community/Development The Fields at Mattituck-Lot 26 Identifier/Other 418-26 Organization Information" Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com ,Rating/RESNET Information" Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Raters ID 2614397 Rater's Email jdamaro@optonline.net Last Field Insp 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_028 Rating Permit Date 04/01/2021 REM/Rate-Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder; Colorado. Y , Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Ge len ar Building Information Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 42583 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A --------------- Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo" (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 143.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount Cond->garage/gmd .25.00 9.00 7.00 2.00 0.058 0.086 Uo Value Combo combines wall, airfilm, and soil path - Foundation Wall Library List 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 Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro-Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_028 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg 777771 foundation Wall Library List" :> Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab;Floor informaton� F Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1406 7.00 169 169 0 ,'SlabTloo'rLibrary:List 4 r Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1. Radiant Stab No Note JD f�Frarh6 FIoor 1nforma'tion Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond It garage 18 0.035 F. rame,Floor Library,Lista Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.1300 REWRate Residential,Energy Analysis and Rating Software v1 6:0A This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,Boulder; Colorado: Page 3 of 14 Building Summary ' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 . Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg �Frame Floor Library List U .^.:_..___r Floor Covering HARDWOOD Note JTD f'Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 142.00 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond > garage 17.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 82.00 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond->attic 8.00 0.0 13.0 2.0 16.0 1 0.078 Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond -> ambient Medium 2556.00 0.056 to garage R15,FG1,4-16 Cond > garage Medium 307.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 336.00 0.058 to attic R15,FG1,4-16 Cond > attic Medium 95.00 0.079 �Ab Grade Wall Library List ��_' � Above-Grade Wall: R-20 Batt+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,FG 1,4-16 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1.985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Above-,Grade Watt Library L>fst Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation'(R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 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) 0.5 Note JTD Above-Grade Wall: R48 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-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 Window inforinn, " OverhangInterior 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 W-1 AGWall1 North 0.300 0.300 45.00 1.0 12.0 17.0 0.85 0.70 None None W-2 AGWall1 North 0.300 0.300 45.00 1.0 1.0.1 6.0 0.85 0.70 None None W-3 AGWall1 West 0.300 0.300 6.00 0.5 12.0 15.0 0.85 0.70 None None W-4 AGWall1 South 0.300 0.300 30.00 1.0 1.3 6.5 0.85 0.70 None None D-5 AGWall1 South 0.280 0.310 40.00 1.0 12.0 19.0 0.85 .0.70 None None D-6 AGWall1 South 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None REM/Rate-Residential Energy Analysis and Rating Software,v16:0.4 This information does not constitute any warranty of energy costs or,savings. 01985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 Building Summary ` Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Window-Information, Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area. Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) . (ft) (ft) (ft) Shading Shading, Shading Shading W-7 AGWaII 1 South 0.300 0.300 9.00 1.0 1.3 4.3 0.85 0.70 , None None W-8 AGWaII1 North 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 . None None W-9 AGWall1 North 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 North 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None None W-11 AGWall1 North 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None None W-12 AGWall1 West 0.300 0.300 6..00, 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWallI South 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 South 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 South 0.300 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None. None W-16 FndWall1 West 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWall1 South 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-18 FndWall1 South 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most pD-oor Information _ Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWaII 1 34.0 0.189 4.3 No to garage PCH Garage AGWaII 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWall 1 18.0 0.147 5.9 No Attic Access Attic Access AGWall 4 11.5 0.168 5.0 No Roof,Information �T - - Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1231.00 1479.00 Medium No Sealed 0.035 No No Attic 1st sty R30,FG1,10-1E 193.00 193.00 Medium No Vaulted 0.036 No No Ceiling: R-39 SPF SA REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Roof Library�tt sta Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 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: R30,FG1,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REWRate-Residential Energy Analysis and-Rating Software v16.0:4' This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO;Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Mechanical Equipment 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 'iHeat Prop Furn',64k,.96'oJD SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 OHM Prop, STi50ga1 :70% Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200,AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool:_JD,I,5J SEER,34.8K REM/.Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,'Colorado. Page 8 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating, 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 - Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021328 3100 Stanley Rd.P.CC.blg 'Mechanical Equipment y System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >=R-3 false Recirculation type None(standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.87 peRatio 0.69 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 24.44. tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not:constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_028 . RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Du StcDu Stc ystems Name main Conditioned Floor Area(sq ft) 3908.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 791.4 Return Duct Surface Area(sq ft) 293.1 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg fanf l�tra6 and;Mechanical:Vend1aiion 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 Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate:Residential Energy Analysis and Rating Software v16.0.4. This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary - Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 ' Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Mandatory Requirements e � j IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate—Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 Budding Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.big DOE Zero Energy Ready Home- Home ome Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar , System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 Energy Code Inspection Checklist ZProperty Organization HERS is at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location ( ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] I. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face /,.Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date:2/27/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: I II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: North Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: West Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: South Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 go: } Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro' Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0:31-DR(40 s.f., South), U-Value: 0.280, SHGC:"0.310 For windows without labeled U-factors;describe features: Name: D-5 Orientation: South Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., South), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: South Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f.,-South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: South Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: North Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., North), 'U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: North Comments/Location [ ] 10. Window: U:0.30, SHGC:0:30(23 s.f.; North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors,describe features: Name:W-10 Orientation: North Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado: Page 3 of 8 i- Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: North Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6's.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: West Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: South Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-14 Orientation: South Comments/Location ( ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: South Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 P" Energy Code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-17 Orientation: South Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: South Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value,4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door:Attic Access(12 s.f.), R-Value 5.0 Comments/Location REM/Rate=Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 s= � Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro - Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date: 2/27/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: I . II III Face / inset Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount (1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face/ inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4, This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 r` •+ Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date: 2/27/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and'-attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation.Grade:. 1 II III Face./ Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 3100 Stanley Road 631-878-7808 - 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_028 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-80 Oasis at Mattituck, Corp. 2021_028 3100 Stanley Rd.P.CC.blg Date:2/27/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 1 1 1 • � • ' 11�r.SL'� • - 90MIJEW FOUNDATION(IST) ® " UU , &TWA ROUGH FRAMING& iii Eai� ► �.� r. � �. � ��►�� PLUMBING INSULATION PER N.Y. STATE ENERGY CODE �r�►1I����.�i�a-� � ,--- —,_� �%•.'+-.sem Ewell u u IT• •3 �+ - _ ■ � ..�. Ali � .�� / r • 1`-�� � � WITH r"Airli RAM, — f � f r t i • FIELD INSPECTION REPORT '04xg COMMENTS FOUNDATION(1ST) y ---------------------------------=- FOUNDATION(2ND) • . w�ravi � c' .� kmcA l% elk fetve- ROUGH FRAAUNG& H PLUMBING l u.yt cav ib CM-Al . r -b i ✓ ��n• sscc� a.�. • INSULATION PER N.Y. aw%w �C � H STATE"ENERGY CODE �S FINAL. dI *4/ V - . ADDTI'IO AI CO NTS f eco 1 05 C� o !76 � vaV5 -4 N °z H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r Telephone(631) 765-1802 Fax (631) 765-9502 haps://Nvww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .7 \,,r.'.Ii PERMIT NO. Building Inspector: Py MAN Applications arid— orms must be,fill6d out:in;t>elrentirety:Intomptete applicatiarjS will not be accepted:'Where the Applicant is not the.owi e'r,an Oari rr's Acttoriatlrnn fartt�i,{Pale Miall be ccrrrsplete . 4— 71. ' Date:February 18, 2021 €wNER(tf 6JF 0ROPERTY- Name:Zenith Property Group LLC __. SCTM#1000-106.00-08.00-080 Project Address:3100 Stanley.Rd., Mattituck NY 11952 Phone#:917-626-2996 r��l��.j�99pqMentq!property@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 (CONTACT PERSON• Name:Christopher F. DwYer Mailing Address:437 South,Country Road,.,Brookhaven NY 11719 Phone#:631-286-8668 Email:cdwyer@Ikma.com IDESIGN,ft'ROFESSIONAL INFORMATION. Name:Robert A. Steele,.,P.E.,. Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road, Brookhaven NY 11719 Phone#:631-28678668 Email:rsteele@Ikma.com CONTRAcTOEd,INFORMATION: Name:Oasis at Matt tuck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomebuildin com i)tSCRiIPT1ON OF PROPOSED CONSTRUCTION' BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? BYes ONO 1 •, ., PROPERTY INFORMATION, ;..',.'. Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ®Yes ❑No IF YES, PROVIDE A COPY. N Check-Bbx After Reading: The owner/cantracwrMi ign profess6nai'is resprensibie for all drainage and storm water.issues as pr"v d 1iY•.•,,<.: . Cha�iter'236 oilhe.Tt, Code.APPUcxrp iS,KEKSY MADE to the Building Departwnt for iPie imance of a wilding Permit pursuanit to the i#W10144 ordinance of the Town of Southold,Suffaik;County,New1ork and other applicable laws,Ordinantes ar Regulations,for the consfructior of 6uiidings,'.• '"; additlans,atteratkrns ur for removal or demoiltiai as herein described.The aippiicarrt agrees to cnrripiy with;at[•appllcaie laws;¢rdinronces,buiidutg code; is huirsing,sode and eegulations,arai toadmit authFsrixed iraspectars on premises and in buildirag{s)for necessary iaupectiisns''Fa1se stacerients Frieda fierein airs punishable as a tfass A nalsdemeamsr pur;uairt to Section Zio S pf th®Netia York State Fertai:t aw Application Submitted By(print name):Christopher F. Dwyer @@Authorized Agent ❑Owner Signature of Applicant: _ j Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ndayof February 2021 ` Notary P is CHRISTINE OTARY PUBLIC,Stale of New York PROPERTY OWNER AUTHORIZATIEGAND ®I'�No.01W16210359,Suffolk County (Where the applicant is not the owner) Commission Expires August 17? 2( John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 I, do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf t the Tow f South Building Department for approval as described herein. I / " Z11"r/,,7/ caner' Si ature D •e John Popovitch, Zenith Property Group LLC Print Owner's Name 2 G BUILDING DEPARTMENT-Electrical Inspector C* x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �Ol c �a0 Telephone (631)-765-1802-FAX(631 765-9502 Temporary Certificate # 1`t Dated /S 2021 Customer Name &0"/S K dk ej&o Electrician Name &eg p Address Iw09V fdj� PhoneG e-mail < <,t e-mail/tre%0► Zie4'1- 2<< - Cvp� Phone License# Size Z- A Phase Overhead Underground #of Meters. Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 day rom to above. Authorized by I DING,-,DEPARTMENT-Electrical Inspector ~�o�g0 C DEC O 6 2021 TOWN OF SOUTHOLD :. .Town Hall Annex - 54375 Main Road - PO.Box 1179 W-. BUILD►N�°EP Southold, New York 11971-0959 G ._ TOWN OF SOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov — seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: c Company Name: Puccio Electric Contracting, Inc. Name: ; License No.: 4806-ME email: Phone No:JgS -rI4-aDA� [j]l request an email copy of Certificate of Compliance Address.: ftkZjn r 3L4 JOB SITE INFORMATION (All Information Required) Name: ' Address: I no S Lot 26mdai Cross Street: Phone No.:16S Bldg.Permit#: L459 email: Tax Map District: 1000 Section: & Block: C,5 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.servicel, New Dwelling with 200amp U.G. service NewDwelling with 200amp U.G. servicei Check All That Apply: Is job ready for inspection?: EYES ❑NO 'Rough In ❑Final Do you need a Temp Certificate?: EYES ❑NO Issued On Temp Information: (AII-information-required), ' Service Size El Ph ❑3 Ph Size: 200 A #Meters 1 OId.Meter# ❑✓ New Service ❑ Service Reconnect ❑✓ Underground,❑Overhead # Underground Laterals Z1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION CV Electrical Inspection Form 2020.xlsx ,l PERMIT # Add r ss: ` ,l W3 Switche wi �zw OutletsR-�Yf 1. GFI's I ev Surface .11 Sconces " G HH's UCLt .. FansFridge �j Exhaust Oven (//�/� �, ' ... W) 1 Smokes L D . : . .. : .. WJ. Ca"b .. . . ... � � ":: IVlicro' C Combo �.. __ Cooktop AH Hood m ps,>> 'H'- e� Used Special:. : r/G/ ... �� Comments: DAA_ �. SU? FFO I DING DEPARTMENT-Electrical Inspector VIA TOWN OF SOUTHOLD :o $ own Hall Annex-54375 Main Road - PO Box 1179 o- • wN o NG o°U Hoo Southold, New York 11971-0959 'yjj Off,¢ �O Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov -- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: c Company Name: Puccio Electric Contracting, Inc. Name: mewyn mbaoyo License No.: 4806-ME email: .(,v Phone No: [?]I request an email copy of Certificate of Compliance Address.: Q I ftLtVj'n v-Ovs IN A 114 3u JOB SITE INFORMATION (All Information Required) Name: g + ' Address: 20 mdai Cross Street: Phone No.: Bldg.Permit#: q email: % ' C10VID ,(,p✓Y1 Tax Map District: 1000 Section: ®(o Block: C6 . Lot: 06 1 BRIEF DESCRIPTION OF WORK (Please Prin_t_Clearly) New Dwelling with 200amp U.G.service New Dwelling with 200amp U.G. service ! New Dwelling with 200amp U.G. service Check All That Apply: Is job ready for inspection?: OYES ❑NO Rough In ❑Final Do you need a Temp Certificate?: DYES ONO Issued On Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: 200. A # Meters 1 Old Meter# Q New Service ❑ Service Reconnect 0 Underground ❑Overhead # Underground Laterals Q1 02 ❑H Frame[—]Pole Work done on Service? QY ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx V L. K. McLean Associates .P C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E:,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT ® (� •l?� (� STEVEN W.EISENBERG,P.E. V� s ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP DEC 2 1 2021 KEITH J.MASSERIA,P.E. DVINCENT A.CORRADO,P.E. 0 TAMARA L.STILLMAN,P.L.S. BUILDING DEPT. TOWN OF SOUTHORS cember 17, 2021 Town of Southold Building Department 54375 Main Street(NY-25) P.O. Box 1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck"—Lot#26 (1000-106-8-80) -3100 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp.. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector, (John Jarski) and we have since memorialized them with this submission to your Department. - Enclosed you will find the following documents to support your permit review; • Four (4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) Q TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 LIKAA- J-1 LETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES,P:C: (1;F'T 2 7 2022 ; ! CONSULTING ENGINEERS DATE: 10/27/22 1 PRO1 NO.: 20099.000, 437 SOUTH.000NTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 Tot'rr RE: - .. Fields @ Mattituck Lot 26 TO: Town of Southold Building Department 54375 Main Road - Final CO Submission PO Box 1179 Southold,NY 11971 We are sending you 5x Attached 0 Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order I, Other: Copies Date No.Sheets Description, 1 10/27/2022 - 2 Energy certificates(2012 combustion safety form&HERS certificate) 1 #t 10/27/22 1 Solder Certification 1 # 10/27/22 1 Final Signed and sealed survey 1 #10/27/22 1 Final SCDHS green stamp approval, 1 #10/27/22 4 Insulation Certificate 1 #10/27/22 1 Electrical Compliance Cert. These are transmitted as checked below: For Approval Approved as Noted Resubmit. Copies for Approval X For Your.Use. Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: . Copy To: LKMA File;Zenith Property Group LLC Signed: Christopher F..Dwyer,Associate(Auth.Agent) M 73°18'40' E SURVEY OF PROPERTY ON THE U0 NOV 2 2 2021 ( / SUBDIVISION MAP OF � 4� 6Yl _ � THE FIELDS AT MATTITUCK BUILDING DEPT. LOT 26 a T TOWN OF SOUTHOLD s3,8 � �1 FILED MARCH 31, 2006 AS MAP NO. 11370 T 'Dj ASPHALPAVEMENT .5 T = 7 C s27 \ SITUATE AT ATTITUCK AT CNC ,g�2 g = r 25,00. 9 TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK �� r LgT�YC A <o9N AREA OF PARCEL = 32,010± SQ.FT. OR 0.735± ACRE NOTES \ \0 / \ 1. MEASUREMENTS ARE INACCORDANCEWITHU.S.STANDARDS, / 49. T 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT / \ THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. b lR6., \ k �/ 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ^ 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE b / ♦ cG4' + EDUCATION LAW. -----47,0----- 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 4 yN SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ♦♦ ° Sy� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE ey \ y NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS h ; r SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO T.F. EL.=54.7 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO , ♦♦ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Q,Q. °lb > 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 4` THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL \ \ 4 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE O \\ RESPECTIVE UTILITY COMPANIES. Q \ 8. RIGHTS-OF-WAYNOT SHOWNARE NOT CERTIFIED. N. 9. THE SURVEY CLOSES MATHEMATICALLY. / o !/ LEGEND '"""""". ELECTRIC MANHOLE ..............CABLE TV BOX \ / •............• LOT NUMBERS \ / \ � BUFFER AREA \ / / —T—•••••••••••••• UNDERGROUND TELEPHONE _— —E—••••.••.•••..•UNDERGROUND ELECTRIC \ / 25 —W.............•UNDERGROUND WATER OF NrIp ■ ••••.......•.•CONCRETE MONUMENT \♦ / 0t,� �p L. STS O "'60\ 1159 DATE BY DESCRD2TION JAPPROV. BY REVISIONS Town of Southold 9r'8 %% 050528 4� Suffolk County, New York FOZANQSU�y Stanley Road b Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP i hereby certify that this map was made from an actual survey Foundation As-Built DISTRICT 1000 I, completed by me on 05/13/2009 and updated 11/01/2021. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 08.00 KG/JL surveyed B LOT 080.000 y. sole: 1'= 30' sheet No. TAMARA L. SULLMAN,P.L.S. Brown ey. GLa Data: 11/16/2021 ll PAR0099.000 Flelds E Mattltuck Engr & Survey\Survey Dept\Drawings\LOT 26\20099.000 lot 26 Found Locdwg 6/29/2011 417 PM Glenn Brewster NYSPLS No. 50525 Il Approved By, TLS He No. 20099,000 SITE PLAN DATA: N C Ptatn Kidd rl" F . t PROPERTYENITH 3100 STANLEYD.GROUP MATTITUCK NY 11952 k w ?\ 1000—106.00-08.00-080.000m . 54SITE AREA: 32,010 SF /0.735 ACRES w \� LIMITS OF GRADING: 32,374 SF /0.743 ACRES ¢ NO WELLS LOCATED WITHIN 100' CIOrne `P, \ I fAattftuck HMIs LO sromm ON sm 45 m SU FDICM 07 �,/ '� •.• Y-�'K���.—��,:; �i't":J rn. 'rte •�r�'""" R�� �( \ � . Q j4 Wer. '"-`J..�.veaa.,n�f,.• rh•�.y.,rr,','h,:4;.y�;s�yt •,4e��,'t•-T�ti'' � � ' o + .s J.'r.��~". .:.. -. 4, \ ... `tY .4 4'rr'+a; ti • c.';; '1r••+:fMX % ; 3rt ti J N r' ` ',\ s: - drip ,ic - .� 'r�t I; } y` k W-'"`' .t��u :. ,,..; ,� PROJECT LOC N � � __ ,. ATION .. f �, `(V `(V`P �' OF COIV=M 3/4'SME KM OR M.Y. aur Sar.APPOMED R.cw raR aM m 11r1 e�aarnm wn¢ PLAN VIEW v , LP / S �. � \ / ROAD P a �/4xiD101, R " - �FE LOCATION MAP �p0'cy W SCALE: 1"= 1,000' -A 73 ?REPOSED CONSTRUCTION fi U ENTRANCE TEMPORARY COt >TR CTION ENTRANCE ofm �, ROOF LEADER V\ � TRANSITION CAST IRON CLEANOUT mT" BRANCH WITH BRASS OR �► BRONZE THREADED PLUG %# y \ � f 1 o PROPOSED ILT FENCE.- '�"-'� "'� CONCRETE COVER 4' CAST IRON PIPE t\ AT ENTRANCE �' ® � ? 8" THICKREINFORCED MIN •, CONCRETE SLA BELOW GRADE 190 , PITCH GRADE �Cd P�,P 3 SURFACE AS PER SITE PLAN PERSPECTIVE VIEW GEX °, 38' MINIMUM 2 x 2 LIMIT 0 GRADING / / ��GQpp\. <� / / $ �� P RECAST CONCRETEI _ 8' ADS WOVEN WIRE FENCE \ \ CHIMNEY t�—5#-0" SLOPE 01% (8 x 8 - 10 / 10 0' PROPOSED TRENC tU o ' \ ? III �- �- ROOF LEADER DOWNFALL DETAIL FILTER CLOTH 3: D 13 C1 W 1121 1113 j'- g`L �,�V/ 6 ADS DRAIN �F Q\ \ \ (I�I I I ®®®® ® ! N.T.S. -o pOV `� PIPE TO DR ELL ®®®® D®®®® 8" ADS DRAINAGE PIPE EMBED FILTER CLOTH bg 4_1 / W 8• O ' 1� J 0®C13 5" ADS DRAINAGE PIPE FOR MIN. 6" INTO GROUND / / �1 j^ \ \ �,�9 � sq W ` � ` ` TRENCH DRAIN ONLY. 4. ~woc N / \\.�\ 1 ` / ' ~ z Jal1I4T. D®®® MAXIMUM DRAINAGE AREA N ' 5(Qo'�SF \` .� �5� \ l ' w` \ v / [3®® 1/2 ACRE / 100 LINEAR FEET �w�3 \ SO\\� / CL ID®® _C3 C1 C9 SECTION DETAIL Z4 \\ �/� 0® • I I (= SILT ENC DETAILS WE =11111 .4 1l 'Z � _ Dcg ' w s _ CLEAN SAND & • • V) GRAVEL FILL - ( GROUND Id - � WATER CLEAN SAND & .- ' ' y W ` 12'-0* Mi 8'-0• Diameter 2'-0" Mi GRAVEL FILL 2• HEAVY DUTY BAR GRATE. Har W DIPPED GALVANLZED, 1.5' OX. 0*1 N — TYPICAL SECTION LEACHING POOL (DW) a�+• D� ' J �00�1►"759'rl �I N/F N1GLE FRAME HOLE 4• /�} \ CX=M , SIGNA TURF FIVE L VAN TRUST -19(l,OO ,tk� TO BE DEVELOPED ._ • o f � y J NO PUBLIC VA TER _1PIN W 1 soca MIS A A :• t to' .ND VIEW � t O C=) � O P1Aly -3• �._1. CONCRETE DES I N STRENGTH SITE PLAN PER ASTM C31,4.000 PSI AT 28 DAYS D + '- 2 RFBAR ASTM A-6t11515 GRADE 60 4- •LEGEND: SCALE: 1"= 20' �P 3. WELDED WIRE FABRIC ASTM A-185 O �ii O IMPERMEABLE 'r 4. TRENCH DESIGNED FOR AASHTD H-20 LOADING O PROPOSED BUILDING A A SHEETING Y,�. ..��. ,s••. 7, • ' DEPTH EXISTING PROPOSED ASPHALT DRNEIVAY GRADE 4•sow mm 4.O' •::.•,�:.•:.•.• 48' SECTION OMIT END WALL FOR SIDE SECTION .....,..., ' DARK BROWN LOAM ,� •SECTION A-A ------- PROPERTY LINE °' 475 O TYPICAL TRENCH DRAIN � STORMWAT�R .DRAINAGE j�10TESs BROWN AND PALE GRAY SILT 1:1 OR FLATTER DETAIL / ---CM— PROPOSED CONTOUR SIDE SLOP (D 11.0--11.0-- EXISTING CONTOUR CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED 44 H.T.S. As A MINIMUM. CONCRETE WASHOUT DETAIL ' ( PROPOSED SEPTIC TANK REQUIRED DRAINAGE CAL CUL ATIONS, 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES (2' RAIN EVENT) _ SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES BROWN CLAYEY SAND N.T.S. PROPOSED SANITARY LEACHING POOL IMPERVIOUS (ASPHALT) 2,100 SF COURSE NECESSARY S THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. s �- C=(1.050 X 1)- 1.056 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE , PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 1,080 X 2*/12" (RAINFAIL)m 350 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MIL INC OF ASPHALT 8 40f DATE BY DESCRIPTION APPROV. BY PAVEMENT IN ACCORDANCE WITH THE SEOUENCE OF CONSTRUCTION PLANS R EVI S I 0 N S C- 2,Oaa X 1)- 2.066 C: --s PROPOSED SANITARY PIPE IMPERVIOUS (ROOF) - 2,DOa SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE ( COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE --o PROPOSED ADS ROOF DRAINAGE PIPE 2.= X '112' ( AINF )- 333.33 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN TOWN 0 F S 0 lJ T H 0 L D �� OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. N`DWi� PROPOSED 8'v1 DRAINAGE STRUCTURE (SOLID COVER) PROPOSED DRAINAGE CA�LC LAT1ONSs PALE TO BROWN FINE TO 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL MEDIUM SAND WITH GRAVEL IN tf SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED LAYERS SUFFOLK COUNTY N Y �-, --i A$pI�ALT DRNEWAY (IOW]) BY THE ENGINEER, 4— PROPOSED U.G. ELECTRIC SERVICE 350 CF REQUIRED 0 --w— PROPOSED WATER SERVICE PROVIplo �()801 crA2.25 uj.Vrm a.28 VF 010' DEPTH 5. OF THE SITE WOSRTTKNUUPOON COMPLETION OF WOORKAIN SFOR EQUENCE DURATION THE FIELDS AT MATTITUCK PROPOSED SILT FENCE ROE (DW2 & DW3) 17 31' O 333.33 CF REQUIRED LOT 2 6 STO R M WAT E R EX. UNDERGROUND WATER STNS DRYWELL- 333.33 CF/42.28 CENT- 7,89 VF Cf) TEST HOLE LOCATION PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTH "�'�"'•o, TEST HOLE BY MCDONALD GEOSCIENCE OF Y MANAGEMENT SITE PLAN o0 DECEMBER 23, NTER ,mo o �� . SCF L. K. McLEAN ASSOCIATES N O (NO WATER ENCOUNTERED) ,, `'' �`�' , � P.C. O HIGHEST EXPECTED GROUNDWATER 0 EL. 0.50 CD I �t CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCK" UN OF THE STATE OF NEW YORK PRONNWIS TEST HOLE LE MY 1' o PpERrm FROM ALTERING ANrnnu+off M MWINos rt_ '` .fi t`4c Designed By: MF/CFD Scale: AS NOTED Sheet No. 'VENDER TMTFEACCOWANYING E DIRECTION A I NSED�PROFE`3SMAL� l`f` g7 V j p N ENGINEER, N "PROFESSIONAL. N�MUST SIGN,S RE MW&,THE (� � `' ' y O N.T.S. AND Drawn B , MF Date: FEBRUARY 2021 S W 1 5 / DESCRIBE THE:FULL EXTENT OF THE ALTERATION ON YHEDRWNG "" AND/OR ) m Approved By: RAS File No. 20099.000 q : SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 54- SINGLE FAMILY RESIDENCE ONLY PROPOSED 2 STORY RF51010dCE 4 BEDROOM . ZONING (RESIDENT RL) DATE. y812021 H.S.R'EF. NO. R-21-0054 SITE DATA: APPROVED SCTM+: 1000-108-08-a80 , FOR MAXIMUM u 4 I, BEDROOMS QL1 O / 1 SITE ARM' 0'35 ACRES EXPIRES THREE YEARS FROM DATE OF APPROVAL GENERAL NOTES: I1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150.OF PROPOSED SANITARY - ++ STRUCTURES (t 2. THERE ARE NO KNOWN STORM DRAM WITHTH 20'OF PROPOSED CESSPOOLS. 3. THERE IS A WATER MAIN AVAILABLE ON STANLEY ROAD. 4. PROPOSED SANITARY SYSTEM LS SIGNED FOR A TOTAL OF 4 BEDROOMS. - �"a�a \ :SURVEY NOTES: EXCAVATION INSPECTION REQUIRED 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE FOR.SANITARY SYSTEM �i, •�}0 1 70;{Y��, 3. aEVAT10NS SHOWN HERE ON REFERENCE WVVD 1888. _ CT' i 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USCS CMCP UBM POST SANDY FROM THE 'o. ° _ 5�a• NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION BY HEALTH DEPARTMENT 5. PROPERTY SURVEY PERFORMED BY L.K.MCLEAN ASSOCIATES,P.C.ON 5-13-2008 do UPDATED - �^ \N• LP 1 fir .A II ON 11-25-20 O 8' IN. SAN y \ t7 FEO_ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / —'` ki6 c \ Z LEGENne f' = y `� PROPOSED BULLDMc iy caP�" PROPOSED ASPHALT DRNLWAY PROPERTY LINE o►, `� . PROPOSED CONTOUR $ i -11A- DaSTNG CONTOUR \ �6Q'OOV f f i \, ` ®� J •1�', I'g)il PROPOSED SEPTIC TANK PROPOSED ShNITARY LEACHING POOL 4 PROPOSED FUTURE EXPANSION SANITARY UEACIM POOL Z a PROP, iU \ I PROPOSED SANITARY HPE 45 h1at; Hits O 91 DRAIN \\ d5 m PROPOSED B'ADS ROOF DRAINAGE PIPE PROPOSED 0'0 DRAINAGE STRUCRFRE(SOD COVER) L9 PROPOSED WATER SERVICE PROPOSED U.G.ELECTRIC SERVICE q"er{-1L"'- Afa, TEST HOLE LWATION sr ' EX UNDERGROUND WATER DL UNDERGROUND TELEPHONE PROJECT u PROP.U.G. \ LOCATION SERVICE 49 1 \- � EX.WATER - METER - DEPTH EXISTING �• GRADE E��a At; � 0,0' 48' PARK BROWN LAW I 0.5':•::• }:•:47.5' S 70q7759-_W - BROWN AND PALE GRAY SILT "16"URc ili LOM TRUST 190.00' ' - 44• rN16E 11:VATER'p ' LOCATION 'MAP -� PUBLIC VA TER BROWN CLAYEY SAND SCALE: 1'= 1,000' c ' SITE PLAN PALE TO BROWN FINE TO C SCALE: 1"= 40' MEDIUM SANDWITH GRAVEL IN C ii LAYERS - 17 31' TEST HOLE BY MCDONALD GEOSCIENCE DECEMBER 23, 2020 (ND WATER ENCOUNTERED) HIGHEST EXPECTED GROUNDWATER 0 EL 0.50' TEST HOLE #4 DATE I BY DESCRIPTION APPROV. BY N.r.,. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY F. :. THE FIELDS AT MATTITUCK LOT 26 PROPOSED SANITARY ` PLAN L- K. MaL..EAN ASSOCIATES P.C. CamstrC M 0 v u.O M frR V O 106 1 .r L LiLKO QCDIFELS LQ SINN ODIPBtY IED.ROOIOIAYDL Sh-t N. rw tom.nor am.c..m.o o.�S°`c aaa '!•.. ( c�' ooagma W. MF/CFD swm: AS NOTED D—BY. MF Dots DEC. 2020 C e _. o�M1MA�eocgrm�a aM �•+^ Bi'• RAS Foe No. 20099.000 If 1 F.F.ELEV. - I .54.80' '•eg STDPPER OR END PLUG (I 10•A 15"OUA2IIE I GW1DE' ENCLOSURE WTTN COVER FlNISHED LOCKING CASTING TO GRADE ? S�B�' IN LANDSCAPE AREA CRE (EL 52.50) �I CONCRETE COVER ' _ 11 20- 1' W. � 1JIN. CRAOE MIN. 2' , � � 2'k 4. MIN.4•D� CONCRETE CHIMNEY L O• SOR as YIN.1�q%��ED YIN.4' r SDR 35 P1� OI0. DIVERT(14) �__._ — 6• MIN. 1 g pERPO7. ED { - ELEV.48.30' 1 ' BAFFLE 1 25' CAST IRON PIPE SNML W� HEV. 7.3 s — INVERT(our) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EXTEXD TXROUGN flEy- 47.]0' FOUNDATION WMl.A YIN. T ELEV.48.80' OF 2'. 1 INVERT QN) F. EPlIH) '6•SOR 35 ,EI.EV. 45.60' PVC DROP TEE �srsLa�Ly; � STA7IDLti� .•MIN. I $`0 1.250 GALLON SEPTIC TANK W/DOME STAN= SECTIOd PLAN 1/A•TmL We" NOTES 3/E•0-M QMEM 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 6 28 DAYS. �PAX 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND I. rAmbMs CoNmRYS 10 ASTt M.mAss Sae oR ase SPmiTATMM LOCKABLE. I 2 �IRATM FOR AAS1110 a HS 20 HGFTRAr 3.0' 3.FIMME Mil COMB AS WNIfAC(1RFD rM LONG&AND 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I -(yiN-)� vRCGST aR,FP,'[DAD Earl EXCEED TWO FEET IN HEIGHT. (iYP,) COUAR 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON olw') - _ EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R 6 THE -� I 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER CONTRACTORS RESPONSIBIIPY TO VERIFY THESE LOCATIONS AS WELL I •• - f _ LLL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. _ ;• - BOTTOu OF POOL _ L_• . 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL ELEV,34.13' I1 6'uM.PENETRATION - COMPACTOR AT 6"LIFTS. •- :T IMO.A VIRGIN STRATA I OF SAND'4 GRAVEL 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY j'�YIN..; HIGNEST;1 _ O1 M KJ) iP 1.•oamuc MDISTURBED AREAS. _`EXPECTED' WLF_ _TEfit 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH RACKRU.MATERu1 CLEAN FIIJ_ MIN. OF 3' AROUND AND BELOW THE SANITARY CLEW SAND AID STRUCTURE. GRAVEL TYPICAL LEACHING POOL hKtmE?<?EGL_W9i zimmg•59'------------------------ ————_--------------- ------------ •- -.• E I 4.R owal [ A LOT 26 SANITARY PROFILE 11 _ R N.T.S. TYPIICCALEdi ANOUT_ETAIL I I KTS II II - I II • �I DATE BY DESCRIPTION APPROV. EFY REVISIONS TOWN OF SOUTHOLD i SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK I LOT 26 SANITARY DETAILS LAK. AAING IEDIS p swAlNswwwW ..o opA%ivElmli';M 11719 0, J G, �.aioal Io v x>xot v Io Tor wor • �,q I• ' :', Shme1 N. ;n Fomin,,,Aiuia.wo..a.ao.® 273 sDa.q.ed By. MF/CFD soma AS NOTED r� F, ov'iv¢�aoomrmm�i )�a?torr-- :.••l�' Drorn 6i: MF Oct.: DEC. 2020 SAL .or.aA„n....■ °� J I APprw.e ties RAS FF.N.. 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK `- LOT 26 53.8 T =—a� / .: ' i v 530+T —t\ FILED MARCH 31 2006 AS MAP NO. 11370 . ASPHALT PAVEMENT " SITUATE AT Y AT g .73°1840- EMATTITUCK 25,00. • V TOWN OF SOUTHOLD ��- � \Y� �\A�,T,9NgrGPFF`F SUFFOLK COUNTY,NEW YORK 1 AREA OF PARCEL = 32,010± SQ.FT. OR 0.735± ACRE + NOTES 1 \ 7. MEASUREMENTS ARE/N ACCORDANCE WITH U.S.STANDARDS. - ti ' T 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT ` THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NA VD 1988. 1 \�6` OZCPF UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE \ CG�Ax + EDUCATION LAW. \ Y� m 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. O f ` 9�0 2P yv 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT 774/S SURVEY WAS PREPARED IN 1 � �� ACCORDANCE W1774 THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 1 \ v NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS �r F3 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO \ THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. A\ Z UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 1 m THE GROUND AND/OR RECORD PLANS,BEFORE ANY EXCAVATION IS TO BEGIN,ALL 1 `P UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE /O^ -VACANT- RESPECTIVE UTILITY COMPANIES. `N p 1 8. RIGHTS-OFWAY NOT SHOWN ARE NOT CERTIFIED. It 9. THE SURVEY CLOSES MATHEMATICALLY. / !' LEGEND 00FELECTRIC HOLE ..............CABLE TV BOX 1 ••'••••'••'••• LOT NUMBERS 1 ••••••••.••••• BUFFER AREA OF NI'I/i —T—•••••••••••••• UNDERGROUND TELEPHONE STi'!/, —E—•••••••..•••••UNDERGROUND ELECTRIC —W—•.••••...••.••UNDERGROUND WATER `` '/ ■ .•••••••••••••CONCRETE MONUMENT 050528 Q / D// , DATE BY DESCRIPTION APPROV. BY h A ND, REVISIONS wn of CERTIFIED TO: _ SuffolkCo County, 1. ZENITH PROPERTY GROUP LLC 2.FIRST INTERNATIONAL TITLE AGENCY Stanley Road Mattituck, New York I oil SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Survey Of Property DISTRICT 1000 completed by me on 05/13/2009 and updated 11/25/2020. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 06.00 yam �, 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Gam— _— 1. Surveyed By. KG/JL sSheet N LOT 080.000 o. TAMARA L. STILLMAN,P.L.S. age: 1'= so- Drawa By- GLB Data: 12/09/2020 PA20099.000 Fields 8 Mattituck Engr S Survey\Survey Dept\DrawIngs\20099.000 lot 26.dwg 6/29/2011 4r17 PM Tamara Stillman _ NYSPLS No. 50528 Approved By, .TLS Flee No. 20099.000 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNOLLS, SECTION TWO " I - TOWN OF SOUTHOLD MAP ND. 5448, FILED 4/9/70 AREA SUMMARY SUFFOLK COUNTY,NEW YORK LOT -- --� -- I --� -- LOT AREA NG. JI N�. SQ.FT, SUNSET DRIVE 1 56,640 a�NPo �y o0 ooc� 150' WIDE) 2 61,994 4 0 -- sra 3 100,311, ytao �Sy� °oma Y N/F 0.tiJP H I q V DANIEL BRISDVANFTf ARIA T e 1PtA'y `moi 6010 L° MILLER RD LF SCWA. WELL SITE S 38,395 c. �q �3 N/F N/F W I NiF I I MICHELLE AND I ®'�N I 6 41,673 5 �.p `" ti DD „� �` 3 I N/F 'CATHERINE I J o l N/F I LONSTANTINOS I ANDMRERIgAND(STEVEN MACRDSI N/F �JOLyo 7 26,951 Z N/F CATHERINE AND M 2y AND MARKELLA /4AGRIPLES SUFFOLK COUAITY o- N6 _ \4PV�A FP` ❑ o>< 9�'i ho I PEGGY ]:A.MAS PANDO KONSTAN71NfDES I ��I LIIULOU LOUKAS WRTEft AUTHORITY P`nR 8 32,744PERIDETO -a � �, 52374'40' � S22'OO SO'E I 1LDT.BRDK'4B'40"E E us' c a' OT'uxc 674.00' 100.03' 522'00'50'£_ � 4PE38' 13828' S22'20'O7"E_ __ 9 56,959 0 A - 10 47,933 emx oxn 0x4 L _ � R � — — ti ry � 11 37,104 � 25'WIDE EXISTING AND/OR q I rc� 21 / RELOCATED RaW 13 51,437 �y p may.W OI 100000le Trit Mz07soro 4��� ' 14 SGTX INa \ 1 -- ® 14 $0,850 Zs J� — 15 49,208 ❑ +� A I I 1P 1600-106A0-0860-06)Avv\j } ��EASEHENT FOR 'Pp P 1 N/F I W 3 SGTX AA2 �° SGTX fdI I K N20.3700"'Y24R00' STORM WATER/�i PETER AND ELAINE ti I 1600-106 -0&00-OSSOW ¢` / -1 1000-10600-0800-068000 I'l RETENTION iA p 8 ISYLLOS I¢p I ,e"� `, '� -AREA'A' �� 16 3/,240 y I �P�P / I 0 , /�,,J SPO'37'QO'E 24800' �//!�` 17 30,931 SUBJECT �,foPy m ryfr�' 20 32,685 / _ yv/ Q — W �'ll f��� 21 41,195 PROPERTY PtP y� 1W0-106�7-800-070.000 4, 1000-10600-0X800-069.000 � --+` •x�`�� "�'1` �'� 'I / IN- MIT 1� R.RE RDW LLC l • x 22 31,876 s eM r1N ,$ .' kY• Hu,,::,'�,rz, Q / T'Fdlr`/2syy- , awo o; `` •\\\ 23 33,931 D//F �ZJ 60'� 24 32,803 TOWN OF SOUhIOLD °+ NICKCLAS AND DINA �L'YL'R�;''NF&8L'LC'.Y /�,- l -D SG 7X HIT F19 [v 0U \"' 25 34,082 KANELLOS IqW I 2 U ''!�Y -�p'k' p A?i SCTX ML Imo-l06X-OH-0O-08060 SGTX NII (` \ •,'ryw'} SG7X�AII nAHY' IOM-106X-OB.X 700X 1606-106X-0x60-079.X0 �`: 1 N163870"V 204.00' 26 32,010 Pan 13y O N 1000-f06Q0X"W30X� O '.' 11 1 27 1,367,048 RDICOHV 4 ` N 40 � 000-!06.00-0800-056060. 2 . =TX MI ? ,�. � `, r9oo-106X-0000-asBaaa 1�o ROAD 145,800 p HEy MtDD� 2,481,801 RELOCATED O l7 O O TOTAL g¢ i viF 24 I 56.974 ACRE 5Du 19 AVE NN ti RB.V. '� r- :IOSEP,H M AHD SCTX!B. SGTX hII N/F 1060-106X-0860-076X0 UGO.40NDINCAE jp �' �IKY4'\P' ERIN R Y.ATARI Imo-106X-0800-O7fAm 23 SCTX MI W P s �' .•"' S=TX OQ O IOm-I06m-OB.m-0180CV �� � �1Xw-106X-0800-0721001, '- Scrx MI q W W I� 2 g -0, s IOm-f06m-08X-p)7.Om y SGTX Na '�K NCI #y.". - /4tsM \ Imo-JO6.00-08X-064.000 1 Z P 50'WIDE WATER MAIN os• �, EASEMENT TO THE 6° � / T� C al W SUFFOLK COUNTY Com', f ,�`'' 3 p LEGEND VAT£R AUTHORITYe•`. .•V` ' Ss q i / 4 q -� 1 AREA 145,300 SOFT./ �"--� •' O .5 N/F Q DECIDUOUS TREE a 1 n1. r: 3 b 9 / N �, CAROL C KCIL ® DRAINADE M AINDLE LOCATION MAP S=TX MI o (D ELECTRIC MANHOLE NO SCALE) ^, 2 / Q FIRE HYDRANT OO O '¢ _ 1060-I05•X-0HX-063060 Z❑ I TELEPHONE NANHOLE N/F I W 1 JANES AND fALLEEN4 "?1, 8 i . EVE STRAUSMAN WINSTON W I MO,YTCdhATCH BASIN TRY i SGTX NO SGTX A.B O 3 O I ® GROUND DRAIN lA'LEr 1000-10600-08X-059-00 Imo-106.X-oem-0X,600 NOTES (FORMERLY ARTHUR BURNS) ^ ` 6SXCT-X0800II-OS],O4f ^ CTX Na v, WATER VALVEacrA ACL0010X-106X-0800- WATER METER 7. MEASUREMENTS ARE INACCOROANCE WITH USSTANDARDS.m CABLE TV BOX 2 "Im0-f OB -0SB.WWU�A'w / PDJNT OF LOT NUMBERS p, BEAR/NGS AND DISTANCES AS SHOWN ON 7HEF/ELDS ATMATTITUCK,FLED MARCH 31,2006AT ImL Txn z p,u BEGINNING pp ❑ . BUFFER AREA THE SUFFOLK COUNTYCLERK'S OFFICEAS MAP NO.11370. — UNDERGROUND TELEPHONE 10040' N38.27 „ 0 WELL 3. ELEVATIONS REFERENCE NAVD 1988 N2078'00"V 410.85 V 20806 N21'2920"V 859.13' N23'IS'00'N A'!5 57.00"V N22.39'00" N/F UNAUTHORIZED ALTERATION OR ADDITION 70 A SURVEYMAP BEARING A LICENSED LAND -- DOUGLAS A AND FRANCES MCOOPER -- 4. SURVEYOR'S SEAL ISA VIOLATIONOFSECTIONT209,SUBONSION2 OFTHENEWYORKSTATE -- -_ -- -- -- EDUCATIONLAW 5. LIMY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WITHAN ORIGINAL OF THELAND SURVEYORS'EMBOSSED•OR'INKED•SEAL SHALL BE CONSIDERED TO BE VALID TRUECOPIES. PROPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN • 0ECfARATION OF COVENANTS AND RESTRICTIONS IN LIBER 11835 ACCORDANCE WITH THEE(lSTING CODE OF PRACT/CEFOR LAND SURVEYORS ADOPTEDBYTHE PAGE 254(NOT LISTED)AND LIBER 12389 PACE 816(NOT NEWYORK STATEASSOCIATION OFPROFESS/ONAL LAND SURVEYORS SAID CERTIFICATIONS LISTED). SHALL RUN ONLY TO THEPERSONFOR WHOM THESURVFYIS PREPAREDAND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICA i10N AND THETITLECOMPANY,GOVOMMENTALAGENCYANDLEND/NGINSTITUTIONLISTEDHEREONAND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TOTHEASSIGMEESOFTHELENDING INSTITUTION.CERTIFICATIONS ARE NOTTRANSFERABLETO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUEN70WNERS. • ELECTRIC AND TELEPHONE EASEMENT IN LIBER 12520 PAGE 531. (AFFECTS STREETS). 7, UNDERGROUND UT8I17ES SHOW74ON THIS SURVEYAREFROMUTILITYMARXOUTLOC TED ON • ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT APPUCABLE). I THEGROUND ANMR RECORD PLANS BEFOREAMYEXCAVATION IS TO BEGIN,ALL • wA1ER EASEMENT IN OBER 12495 PAGE 137(PLOTTED). r UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION S/ZEANOTYPEBYTHE i RESPECTNE UTILITY COMPANIES. 9 - 8. RIGHTS-QF-WAYNOT SHOt57V ARE NOT CERTIFIED. 9, THE SURVEY CLOSESMATMEMATICALLY. 10. ZONING USE DISTR/CT.AC(LOTS/-26)AND LOT 27-PROTECTED. k a S gDATE BY DESCRIPTION JAPPROV. BY REVISIONS • � Town of Southold $' r Suffolk County, New York a ¢ TITLE SURVEY SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. CER77HED TO.' TYGROUP, I Property at Mattituck TOWN OF 1000 LD' SCHEMER COURTLLC; I 1 SECRION f 31 W `Peer Ntryy "THE FIELDS AT MATTITUCK" BLOCK 02.00 BROOKLYN 7/MBER LLC TRUST. /y FA L.S77/ O,P LOT 001.002 GRAPHIC SCALE #1 s AND - 0 (herebycer5fylhatlhfsmapwasmade!anadualsurvey _ 4 L. K. McLEAN ASSOCIATES, E SUFFOLK COUNTY REAL PROPERNTAXMAPNO. mm letedb me on lND9Q020. i ■ CONSULTING ENGINEERS & LAND SURVEYORS TOWN Or SOUrHOLO P y }},- 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK '"''' 4 Designed By. G.L.B./D.M, scale: 1"= 100' sbeet No. s DISORrcr fauo � wa -Z — !gf Dso,za�,,..L o g� BLOCKSECTIOY 1-o - 1 n h IN FE171 TAMARA L STILLMAN,P.L.S. �CAN95`� OraMn By, T.L.S./D.M. Date: 10/12/2020 I $ 2 1 LOTB 055000057000INCL entl059.000065000INCL - NYSPLS No.50528 -� 5S ald OB7.000�071.000INCLend O74.000aad075.000 Approved By- T.LS File Na. 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 26 +eaB r +r 53.0 ASPHALT PAVEMENT FILED MARCH 31,2006 AS MAP NO. 11370 - - _ 53.s "= 74 ,. �j SITUATE AT C NCR AT CURB 52.7 MATTITUCK g 73-18'40- E r 25.00 .9 _ TOWN OF SOUTHOLD p�p3 153.97' Y 4+ tip SUFFOLK COUNTY NEW YORK �(ev! � AREA OF PARCEL = 32,010± SQ.FT. OR 0.735± ACRE I p 1 TF,� Fy ��z,, I \\ 0� r I I �J J r EN 0.6E �✓f�'7�V r q + NOTES r\re\�*�MFreNgJN I_ O' B��S \ d�glN 49.8 1• MEASUREMENTS ARE INACCORDANCEWITHU.S.STANDARDS. t,2p { I'P'P B `1:T 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT < _ THE SUFFOLK COUNTY_CLERK'S OFFICE AS MAP NO.11370. U/ANK P. < P <' 3. ELEVATIONS REFERENCE NAVD 1986. 91 R /r<< JQ PfF d aqV R (v� �� OZC ELEC, ERVC. TANK �„ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND PANEL _�/ c� ^. �1 A ! \'� `� '� O- . b ��v -� c 4. SURVEYOR'S SEAL/S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE'NEW YORK STATE EDUCATIONLAW. 7. POOL EQUIP. OOF dRgfN `f�, tl^ Ok QP �p� \ 48. vJ, 5. ONLYCOPIES FROM SURVEYORS EMBOSSED'OR'INKED'SEAL SHALL BE AL OF THIS CONSIDERED TO BE VALID TRUE COPIES. 22 v ON CONC. PADgC �� •c4�F=���/ " F B C ,yF ROOF 9��. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN q q ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE dRq 9� NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 1V 3 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY„GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND srOOo � Ivy % TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO bpqL y,!"fN RO p�q a % ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ER OgrfOf<< OFdpq�1C, < ROOD d Q o +m Z UNDERGROUND UTILITIES SHOWN ON THIS SURVEYAREFROMUTILITY MARKOUTLOCATEON N F<<q Pq fN ,lv o THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL C" 0g8- R<NT�� QP 4 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE \ x\ p A RESPECTIVE UTILITY COMPANIES. 40,3' Ary UN \ x\ ——— ——— CRp � - \\ 6'<,h�\ '1i 00V -" 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. fN r l r // pqV .s�,rRMfNO p00< \\\ ,,.FN e \ �, 9. THE SURVEY CLOSES MATHEMATICALLY. LEGEND '""•'•"•"' ELECTRIC MANHOLE - 01, \ y Q •••••....•••..CABLE TV BOX ...........:--GAS VALVE , / \ p FEN "' LOT NUMBERS / Fjj O p q-E / Cf OF ........... —T=.••••••••••••• UNDERGROUND TELEPHONE .k'OO�F.0 25 y_ —E=• ••••••••••••UNDERGROUND ELECTRIC —W—••••••••••"•.•UNDERGROUND WATER Ll� ■ ••••.••.••. CONCRETE MONUMENT. F.F.EL. • FIRST FLOOR ELEVATION Ig �Ce 050528 �o • �3 sem'�€<` �S �IANDS� DATE BY DESCRIPTION APPROV. BY <y REVISIONS 9r� eFN CERTIFIED TO: Town of Southold �\ LMM Liquid Assets LLC Suffolk County; New York Kensington Vanguard National Land Services Stanley Road First American Title Insurance Company Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Final As—Built Survey DISTRICT 1000 completedbyme on 05/13/2009 and updated 11/0112021&0612212022. L. K. McLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 080.000 surveyed By. CM/NR Seale: 1'= 30' Sheet No. TAMARA L. STILLMAN,P.L.S. Drarn By' GLB Bate: July S, 2022 Il SAShared With Me\Projects\20099.000 Fields 0 Matt/tuck Engr 8 Survey\Survey Dept\Drawings\LOT 26\20099.000 lot 26 Final AB.dwg 10/27/2022 1138 PM Tamara Stillman NYSPLS No.50528 I Approved Bye TLS File No. 20099.000 �• LEGEND SURVEY OF PROPERTY OE • ...• .. ELECTRIC MANHOLE I ON THE SUBDIVISION MAP OF .............. WATER VALVE ® TE ".....WATER METER THE FIELDS AT MATTITUCK CONCRECURB � - ' i—��a_—�• © - .... _ ... . CABLE TV BOX 26 — 3 LOT T 1 DW •DRYWELL •—.�_,��� T ' FILED MARCH 31,2006 AS "NO. 11370 ' +,—+SPHALT PAVEMENT `4j6 - ® ........... . CATCH BASIN ' ., A '\ I SITUATE AT —T—- - UNDERGROUND TELEPHONE 7318'40' E \,� Q "":""' -"TELEPHONE MANHOLE MATTITUCK _ UNDERG ELECTRIC —E—. ........ ... ROUND; TOWN OF SOUTHOLD _ - + W—�� -- - -UNDERGROUND WATER . . CONCRETE MONUMENT SUFFOLK COUNTY,NEW YORK 2Sq o T�IL9�FAREA OF PARCEL = 32,010± SQ.FT. OR 0:735± ACRE PIN W/CAP SET IO/LP \ �D 1p,q NOTES AS-BUILT SANITARY \ (101ST DISTANCES FROM CORNERS OF BUILDING 1. MEASUREMENTS ARE INACCORDANCE WITHU.S.STANDARDS. y i r B / / ♦DW/ A B 2. BEARINGS AND DISTANCES AS SHOWN ON-THE FIELDS AT MATTITUCK-,FILED MARCH 31,2006 AT ✓ a 6d �P ♦ ST 21.5' 23' CENTER OF COVER THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. .. $� ho- ♦ mss,° .. LP 35.5' 33' CENTER OF COVER .. N ONU3.' ELEVATIONS REFERENCE NAVD 1988. _ \1 3s• �3" q ts� �-n. _ 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND �Dw/ Pfgj4 Af 6r SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE zG. 6 UyFDfNCF ooM ♦O o EDUCATION LAW. 1 qs /yy ♦ .,, - 2 �a• F`fyf Syf �� � h 1 a Sq j l D G, WqT - 5, "ONLY COPIES FROM ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND S A: 4Rqc s SURVEYOR'S"EMBOSSED'OR'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. yam'. S 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN - LU .\ ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE �+ 7.9• e ♦ r� NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS m ,O I \a ' °rI" �^� SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND Q ti 1 / \+� TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ;l• / + ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 20'x40' \+� 1 pW� 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON INGROUNDi ♦�/ THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVAT10NISTOBEGIN,ALL o \+ POOL WUNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE -k _ RESPECTIVE UTILITY COMPANIES. +� 8. RIGHTS-OFWAYNOT SHOWN ARE NOT CERTIFIED. n , g. THE SURVEY CLOSES MATHEMATICALLY. ♦♦ fiJ�JPiRta SUFFOLK COUNTY REAL PROPERTY TAX MAP a DISTRICT 1000 lU�P e SECTION 106.00 '.1 s BLOCK 08.00 3 s� "'�♦ . LOT 080.000 u. w i T ei,rr/�rm�i Kims+�mr°G.a a ra ows SITE: PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES oumm ,a®rasos prsm urM SCALE: 1"= 40' z APPROVAL OF CONSTRUCTED WORKS FOR ° A S I N G LE FAMILY RESIDENCE 9/2/22 MF DRAINAGE LOCATIONS UPDATED AS PER CONTRACTOR CFD 8/11/22. FP AS PER COMMENTS DATED 8/2/22 CFD 7/11/22 MF AS PER COMMENTS DATED 7/9/22 CFD Date 10/27/2022 ._ H.S. Fief NO. R-21-0054 DATE BY DESCRIPTION APPROV. BY q - REVISIONS The sewage disposal and water supply facilities at this location have been TOWN OF SOUTHOLD. inspected and/or certified by this Department or other agencies and found SUFFOLK couNTY NY " to be satisfactory FORA MAXIMUM OF.: 4 BEDROOMS.. THE FIELDS AT MATTITUCK LOT 26 SANITARY AS—BUILT oF NEW YO PLAN P � 5TII 9 CRAIG KNEPPER, P.E., CHIEF y�,v�a `meq L. K. McLEAN ASSOCIATES, P.C. 3 Office of Wastewater Management ' y CONSULTING ENGINEERS u7 SOUTH COUNTRY RD..BROOKHAVEN.raw YORK 11719 l Designed By: MF/CFD stele: AS NOTED Sheet No. r <� c asss Drawn MF' Date: JUNE 2022 . 5 SA3 Approved Sr.- RGD F.I.No. 20099=0SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ��� TONN COMMENTS z s RETAIN STORM WATER RU OFF ' ' THE ZENITH ' ' PURSUANT TO CHAPTER 2 OF THE TOWN COD--, o APPROVED AS NOTED A GUAL I TY NEV4 HOMF— MOI�)F—,L BY' DATE: � B.P.# ° FEE: ` COMPLY WITH ALL CODES Lu p OASIS AT MATTI TUICK, CORP. NOTIFY BUILDING �'�' ARTME AT NEW YORK STATE & TOWN O e � 65-1802 8 AM To - PM FOR THE AS REQUIRED C +LS to Z FOLLOWI'JG INSPECTIONS: AND COSI .ITION N O 1. FOUN'%ATION - TWO REQUIREDZEA FOR TOURED CONCRETE 2. ROUG - FRAML'iG & PLUMBING - �r '�T� P�p!4N,%INa 3. INSUL TION ,,i-. ,_ 4. FINAL - CON`—IT;ICT,nN MUST -� "r�USTtE BEC MPLET- _h "1 v - —— _ ALL CON 3TRUCTION S�;ALL MEET THE REQUIRE TENTS OF T HE CODES OF NEW YORK ST TE. NOT RESPONSIBLE FOR PLUMBER CERTI 1CATI DESIGN R CONSTRUCTION ERRORS. ON LEAD CONTENBEF F CERTIFICATE OF O CUPA OCCUPANCY OR SOLDER USED IN WA TF '? USE IS UNLAWFUL SUPPLY SYSTEM CANN > EXCEED 2/10 OF �- O WITH UT CERTIFoCATE OF OCCUPANCY PLUMBING ALL PLUME'MINI G%!ASTE L.ECT& @�,/��. &WATER LINES NEED - TEt1`WG BEFORE C O'ti'ER;^j INSP CTit�:�9 REOUIRED DO NOT PROCEED WITH TRUSS PL. CARVING Rr-0117En FRAMINIS UNTIL SURVEY OF FOUNDATION L CATI01 HAS BEEM APPROVED., ls - - - - - - - - - - - - - - - - - - - - - - - Must pr vide anua D, J a d S as per Blower d nor NYS nergy Code and ducts rorlt testing req aired � All exterior lighting Z oinstalled,replaced or _ repaired shall conform �/ OL O z -- -- ---- -- 12 of the Town Code ILU (� z m z O 8 } �_ �_ JIT O -JIw V FINI5HED 5EGOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ lQ Q� �Z W - - p rQZ I a Lu > �� p �0 Looms TSL 0 V <, m�d - -- FIRST FLOOR 1,313 sf (� N O d SECOND FLOOR 1,12a sf 0&ARA6E 5a5 5f Q C, BASEMENT 1,406 sf N PORCH 66 sf N o ° TOTAL LIVING SPACE 2,502 sf ' CONDITIONED FLOOR AREA 3,cIO5 sf (INCLUDES BASEMENT) FINI5HED FIR5T FLOOR INFILTRATION VOLUME 42,583 cf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC, s BASEMENT) FINISHED GRADE N .a .. � . . .. ° ^ ' r . a,:C y. �`de$wte•e rte : �F� • e.") IYt. 44 . r I I I I I IN17F—X TO r�RRANINCS - - - - - - - - - - - L - - - - - - - - - - - - - - -C - - - - - - - - - - DRANINe No. COVER t ELEVATIONS A-I ELEVATIONS A-2 FOUNDATION PLAN A-3 ��E�E� FEB 2 2�2 FIRST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 p — _ _ _ L — --I I— — J HALL BRACING s ROOF PLAN A-6 - -IZ - - - - - - - - - - - - - - - - - - - - - - - ] 1— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SECTIONS DETAILS A-7 O NOTES A-8 TJI-DETAILS A-Q O N • z I� m � � vm FRONT ELEVATION T SCALE: 1/4" = 1 ft ~ O � z (Q LU oo o I— N °v O �- < X � � o � ry CIL v°wJL LL- <IL ILL � Lu O � o O m J DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A ==f I m Z O � v z O oC 1 O LL w l� - - - - - - - - - - 11 - - - - - - - - - - - - - - - - - - o �-- il (V Q ry N (U VI '1000 3 Hill Hill Hill 11 1 111 11111 111H 1-111114 !�- O z Q� d) za m — — -1 n- O -j w La (n \ < r- 0z z ill!- 'Lz IoW 0� <� REAR ELEVATION < SCALE: 1/4" = 1 ft (� N O Q 0 � z I a:t gaa tr AM9�'. Q LIVERED FEB 2 7 2021 0 O r 12 12 O j 0IL 0 e810, - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - 12 12 4 oLL � z LU 0 N ~ Q M EE- ED E3 E3 EEI fu 11 � z a ® El17 ® ® ® ® E3 <XQ 0a OL - - - - - - - - - - - - - - - - - - 0-0 _ ® 0-0 ® 77 El li7Lm0 0 ® El ElEl ® OOlu FL < W o ° IL � ao o � 0 O m DATE: FEBRUARY 2021 REAR 4 SIDE SIDE ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft 5CALE: 1/4" = I ft DRAWING NUMBER A 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE 0 F- OA-� No. 15 ASPHALT FELT UNDERLAYMENT(RcIO5.1.1] v _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i N 2x8 [UO3B] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED1/2" 1 U[R50 x 4" GALV. LAG SCREWS AT Ib" BITUMEN ICE SHIELD BARRIER(Rc105.1.21 z O.G.STAGGERED 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES O 1 I 1 u [R5o7.2] 36" IN51DE EXTERIOR WALL LINE FOR> 8:12 SLOPES V J- Q� 71-6 1/2" STRUCTURAL PANEL SHEATHING [R8O3.2] O IL. 35'-0" 2'-0" 3'-6" R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATIONf� .. W A O15'-0" 4'-b" 5'-6" 14'-O" b-6 4'-b' 5OLID WOOD BLOCKING z r P.G. FTGF- (V - - - - - - - CEILING J015T Q t- 4 DRIP EDGE [Rg05.2.8.5] (NV BASEMENT ENTRANCE STAIRS �-- ---O--I---- --} ( Ix8 WOOD FASCIA 8" REINFORCED CONCRETE RETAINING WALL GDR DECK LATERAL 6C NNEGTION [R50-1A. ] 1/2" GYPSUM WALLBOARD E i SOFFIT VENT #4 REBAR AT 12" ON-CENTER EACH WAY - -I I- - J L SIMP50N DTT2 STANDARD HOOK AND LAP INTO Ib" x b" P.G. o DECK b INSTALL IAW MANU AGIURER'S SPEGI IGATION ' 1 a FOOTING. 2" MIN REBAR COVER = DOUBLE 2x TOP PLATE I VINYL SIDING. ATTACH THROUGH RIGID ABOVE (TYPICAL-2) MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER `t MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND 1�75�fb"R 01 X d to i i AREAS AND TO RESIST A MINIMUM 2b psf SUCTION LOAD (EXPOSURE B) OR 40 psf *kV - - - - - --- - - - - - -........ (EXPOSUREG). - - - - - - I j - 56" HND I [R II.78] GONGPL _ Y 3°24SLR - - - - - - - - - - - - - - - - - - - - - - - - - - -- 3°245LR AND 5TEP5 N I R SE S - QO EMERGENCY ESCAPE RESCUE OPENING DRYWELL [R310] I PLASTIC HOUSEWRAP INSTALLED OVER FOAMi 4'-5"- I t_ - LL 5TUD5 AT MANUFACTURER'S NSTRINSULATION. INSTALL UGTIONS [R-1O3.2TAPE ALL ]M5 PER - -- - - - - - -- - - - - - - - - - - - J L - - - - - I R-15UNFAGEDFIBERGASSBATT INSULATION _ I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O - - - - - - - - - -I �- - -i 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ I r - BASEMENT I GAP-HEAD NAILS WITH A MINIMUM s/4" - ! I I I I 4" P.G. SLAB I I PENETRATION;SPACED 12" O.G. PERIMETER AND tt I 2x8 PLATFORM I o I R-13 2 CLOSED-GELL SPF INSULATION 5T IN SECOND Ib" O.G. FIELD. - GAS WATER HEATER I FLOOR PLATFORM(ALSO AT RIM I- NOT SHOWN) r GPVT 50 200 Hl I I I 1/2" STRUCTURAL PANEL SHEATHING Ip I I Iu1ji I �o CAPACITY = 50 gal 2x SOLE PLATE I I Q I I I NOTE: ,� 3/4 STRUCTURAL PANEL SUBFLOOR O N IHOLDDOWNS ARE N _ _ _3-I/2 m STL COLUMN 2x BAND JOIST 3`� NOT REQUIRED FOR xb"xl2"xi/2" TOP PLATE I N 12"x12"x3/4" BASE PLATE2xb PRESERVATIVE TREATED SILL [UG2]THIS PROJECT. ON 4'-O"x4'-O"xl4" DEEP P.G. FTG.�p (TYPIGAB4) AT 8" ON-CENTER EACH WAY N cv FLOOR JOISTSCOPPER TERMITE SHIELD Q __ 2x8 [UG3B] P.T. LEDGER OVER SILL SEAL O I I I/2"Q? x 4" G" O.G.LAG SCREWS I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS I =Q I ` EXTEND SIDING TO WITHIN 12" OF FINAL O I I I I (3)ENGIx1 ERE LVL GDR AT I6" O. STAGGERED 2xb�J-i- p Q (ENGINEERED DESIGN) _ _ _ _ _ _ _ _ _ _ 0 _ [R5O7.2] , N [R4O3.1.6] m I 10 I I DOUBLE FRAME F F F I I I AT I6'I-o.c�- tt m MINIMUM y2" dla. ANCHOR BOLTS SPACED NOT AT STAIRS I I I I I I I I I I 1 GREATER THAN (b FEET ON-GENTER EMBEDDED E[� Q INOT LE55 THAN INTO CONCRETE OR GROUTED FINISH GRADE �J r-------,_ -I -- -- I-- UNEXCAVATED %_ --- -- -- 7 CELLS OF CONCRETE MASONRY UNITS. THE I I I L I I I I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - N OF THE WIDTH OF THE PLATE. A NUT AND (� BEAM POCKET I I I I I I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR I- 1L- OL 'p (TYP-2) „ L - - - - J L - - - - J L - - _ _ -I „ L_ _ _ _ J BOLT. THERE SHALL BE NOT FEWER THAN TWO 111 �I-I b-6 Ill-all 10-4 b'-10 8-10 I - BOLTS PER PLATE SECTION WITH ONE B0LT0 jaw m Z LOCATED NOT MORE THAN 12 INCHES OR LESS z I- N W �i THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH - N O Z luz in O END OF THE PLATE SECTION. WALLS 24 INCHES 0\q } tL _I ly O W O2 z I I r � I I �j TOTAL LENGTH OR SHORTER SHALL HAVE NOT o 0 Q z - ZO Z FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -�`� Q N v I I CENTER THIRD OF THE PLATE SECTION AND "' o 11!!.�[[ IIJ 0 0 I I I I SHALL BE ATTACHED TO ADJACENT WALL Q Q v J Q z IY D_z O W F=IY Q PANELS AT CORNERS AS SHOWN IN ITEM q OF N v U Q 1�LI � (�/ Fz W cQ I Q I I (Y I I 013 TABLE R6O2.3(U. Q d d v uu��0. pL l� _1 Q Q I I X NII I I R-11 BASEMENT WALL BLANKET INSULATION 0 O LU v 0 0. 1 w lu a- O } D 4 I I � z �- y OIY t1 I I N NI QuIQ �uj � /m AQp} Nz P.G. FOUNDATION WALL CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 0� O 1-4O 0. (� I - - - _ _ _ _ _ _ I I I BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY 1-1 L- - - - _ - - - _ _ dJ I I 8 P.G. FOUNDATION STEMWALL UPON .0 AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL Q -N Z I - - - - - - - - - - - - - - - - - - - - - - - - - 16" x S" DEEP CONTINUOUS P.G. FOOTING I I STORY [TABLE R404.1.2(1)] Y O O =0 I EXFIAN51ON JOINT - - - - - - - - - � I Q - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Q ;b DEGK I - - - - - - - - - - - o �0 I - - - - � I N Q ABOVE I - - - - - - - - - - - 4" P.G. FLOOR SLAB N I(2)-2x8 P.T. G R _ __ I 1/2"m x 4" GALV. LAG SCREWS AT 16" O.G. ON UNDISTURBED 501 R403 .•`�E,.y� ".Vis•hI.'- - - - - - - - - - 1.a„ , 2xb [UG3B] P.T. LEDGER POURED CONCRETE FOOTING a < �,, �+ 5TAC76ERED [R5O7.a] L [ I] r: .*®4✓•�"C?!",`Jl� , b MIL POLYETHYLENE FILM - - - - - _- - - - - CONTINUOUS UNDER STEMWALL - - - - P.G. FTG 2.. 2.. TYF I G, L lel �L SEOTION 22-b '!-4 12-4 10-O 17-10 .'� ,<,a "" • ;'r'' SCALE: NT5 b.. b.. DI 7r-b" IVERzD FFBI 2 7 2021 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON J 12"� x b'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING AITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O MAXIMUM SUPPORTED LOAD AT-1' DESIGN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-b) O (ENGINEERED DESIGN) O A O r A-7 O O D FOUNrI )AT I ON FLAN o N SCALE: 1/4" = 1 ft z _ 1.LI O N 0� - 0 0 a STRUCTURAL DESIGN NOTE UAw� w � � lX O In accordance with the 2020 RGNYS; structural < 7� " �- HINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and 1-_ -j OL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOOd composite columns, beams, headers and <Q girders that: 1- 0 to WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS p _^ N A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sfJ 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and V W v, B UNITED WINDOW 3900 30301V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V E C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design 2 O D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL O E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE a dJ F NOT IN PROJECT F were designed in accordance with m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sq 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRLLE ANSI/AWG NDS-2018 with 2018 supplement. O H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf) 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as walls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE DATE: FEBRUARY 2021 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T t 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA:-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N 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 N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P 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 P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOCR were designed in accordance with ASCE "1i-16 wind 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 provisions and acceptable engineering practice. DRAWING NUMBER 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] where such elements occur [n the plans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DE516N." y A - 5 m F NOTES INDEXED TO THE 2020 ENERGY CONSERVATION GONSTRUGTION 2'-0" CODE OF NEW YORK STATE 3s'-o" � RI01.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 EGGGNYS. Both REScheck(U.S. MAJESTIC QUARTZ 32 DIRECT N Department of Energy) and REM/Rate (Noresco) computer p-� software was utilitze to demonstrate compliance. All VENT CAS FIREPLACE. Z INSULATE ILINO SEAL ALL O0000 mandatory provisions of the 2020 EGGGNYS - Residential WALLS,GEILIN6 AND FLOOR OF V Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS THE CHASE. INSIDE WALL SURFACES SHALL BE FUTURE SOLAR ELECTRIC INSTALLATION [T103.G] O RI0522 WRITTEN STATEMENT: To the best of my knowledge, 5HEETROGKED AND TAPED. W CLOSED-CELL SPF belief and professional judgement,these plans comply with the 14'-O" WALL SHIELD AND GEILIN6 / Energy Code. Furthermore,as a RESNET certified rater (I.D. FIRE5TOP5 SHALL BE CAULKED W No. 2, 143m), 1 certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] DEGK WITH CAULK HAVING A 300° F Energy Rating System (HERS) program. A signed certification INSTALL 2"IP VERTICAL SCHEDULE 80 PVG CONDUIT 5/4x6 DECKING c MINIMUM CONTINUOUS XPOS y MU S E URE of compliance with the HERS program (HERD) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 RATING. COAXIAL VENT HAS Z N_ �j of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS [E3b02.3.2]. OUTSIDE COMBUSTION AIR Z O INTAKE. N O ' GYPSUM BOARD J J O 1U q � 36" GUARD [8312.1] 3°3 F- N I 8301.1 CLIMATE ZONE: 4A Suffolk NY o G I 11 CONTINUOUS BEAD OF SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 E----__ -- - ---______________________ - Simulated Performance Alternative,and the provisions of 1 I I I 6068 5LOR 6068 SLDR (2)-5050 GYPSUM BOARD Sections R401 through R404 labeled 'Mandatry." r---i----i ® ------ 1 (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR N = I I DW I # 1JL ' I J-----L-------�__ ___________ _ O 1 Mandatory requirements: -� BASEMENT ENTRANCE 1Z R40C3 CERTIFICATE. Builder to post per Code. `t DOWN -> j I I' CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 I PL TE Ht. " A F LA H . a'-I" ASF I I CDII WALL LINE ABOVE I a I SEALANT AGH by HER5 rater. See Table 8402.4.1.1 In plans. - I I z z 1 1 = I � O 8402.42 FIREPLACES: Factory built with UL 12.1 doors. I I O I Q Q CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule - -- ----------------'� ---J li EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and - - KITCHEN UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 1/2" '7'-O 1/2" ® p o p intake and exhaust pipes installed continuous to the m I Q Q I _ I 1 $ % outside. -� 3 1/2" O N I I WINDOW UNIT R402.4.5 RECESSED LIGHTING: IG-rated and labeled as _� I- 1 having on air leakage rate of not greater than 2.0 cfm v -- z i i I O Q eLu LL r Code. = o 8405 MAX. U-FACTOR d SH66: See window schedule. ---------------q cv w �r I I >I- I I I FAMILY ROOM — R403.1 CONTROLS: See plans for thermostat Information. I cp =Ell1 I ? ih I 4'-3" I j 6 Q ° { R403.32 DUCT 5EALIN6: All duct joints shall be I o _� 1 w mechanically fastened and sealed with duct mastic 1 - I i 1Z I Z 1 m CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I I GARAGE - I) EXPANDIN6 FOAM AT WINDOW R4053.3 DUCT TE5TIN6: A duct air-leakage test is not �I I I- 5" P.G. SLAB v I'-3 1/2" � I I I � U � UNIT PERIMETER required under exceptions I and 2. p Q PITCHED TO DOOR r ___ ___ ' I ^ F I I NOTE: cv-O" GEILIN6 HEI6HT I 20 cfm CONT. TO ERY o l 840335 BUILDING CAVITIES: Framing cavities shall not be I v Q_17I 1� = THROUGHOUT FIRST STORY �1 [M1505.41 used as ducts or plenums. IN I O I Q - I I 1 u� u�1 R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N 1 I cv d? § J mechanical system piping carrying hot water to an I I j R-value of not less than R-3. N I I I x 25 cfm GONT, x x I i I WALL LINE ABOVE a 8 TO ERV x � - 8403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION iv I I * 2 6 2868 I �I SMOKE G.O. j SYSTEM: Not In project. I I SELF-CLOSING 20-min 1 - [MI505.4] CONTINUOUS BEAD OF R403b MECHANICAL VENTILATION: ERV continuous O I I HEAT DETECTOR O I T' 1" x �" PSL COLUMN 1:1 DETECTOR (TYP) 2468 SEALANT F.R. DOOR [8302.5.1] (2)-1.-15 x Il.b'75 LVL , _ .� ventilation system specified In the plans exceeds the 0 FLUSH HDR m C0 PDR fn m minimum efficacy of 1.2 cfm/watt. _ (2)-2x10 R4053 HVAC EQUIPMENT: Sized in accordance with ACCA ---------------g _i (4)_1.'15 x 11.8'15 LVL FLUSH HDR (2)-1.75 x II.STS LVL FLUSH HDR_ H_D_R i L- -- -- -- -- Manual Jand Manual 5. N (ENGINEERED DE516N) BEARING WALL 2868 m - N (3)-L I5 x I6 LVL DROP HDR (ENGINEERED DE516N) GYPSUM BOARD R405,5 MULTIPLE DWELLING SYSTEMS: Not applicable -- - - -- -- -- -- - 1 I �) ( R403A SNOW MELT: Not In project. N (ENGINEERED DESIGN) a 1 2- 3/4' BATH R403.10 POOLS AN SPA5,, Not In project. _______________T ii I Pro I TECHNOLOGIES 'A la 2468 CONTINUOUS BEAD OF R403.11 PORTABLE SPAS. Not in project. GL I MODEL T-105 I p j I 11 I 20 cfm CONT. TO ERV ADHESIVE R404 LIGHTING: Builder to install high-efficiency lamps In at I I 711 PROGRAMMABLE L--- least 90A5 of permanently installed fixtures. I I - cv I to THERMOSTAT [M1505.4] - i p y I INTERIOR 6ARACE WALLS: 19 J .0 CONTINUOUS BEAD OF 1 I R-15 BATT INSULATION =, II ` o y 1 6 0 ' N 2x10 STUD WALL AT 24' O.G. - v ) SEALANT 8405 SIMULATED PERFORMANCE ALTERNATIVE+ This method was I y2" GYPSUM BOARD �p II= = HVAC R.A.G. CHASE -J FOYER Q, F X used to show compliance with the Energy Code. REM/Rate p I 1 N 2 Q O I - �I� software was used to model the building performace - see = I .i GARAGE GEILIN6: D� m �OIi OPEN TO ABOVE _O _-.�- -- ---- - --- - - (n (� ---------------__--- --- -_.- 2020 IEGG Energy Cost Compliance report provided with cv i O I o m I Q = _ 'd BEDROOM 4 E ` v Permit Application. REScheck was used to model the building N 1 L Y� GYPSUM BOARD 4 e 2" CLOSED-CELL SPF I - 2 b - � x I -� �p g d) I �0 [TABLE R302.b] DINING ROOM LL u - I performance based on national standards - see RECcheck I ryl — Compliance Certificate and Inspection Checklist provided with N I Q h - -11 cn Permit Application. -� (2)-L15 x 11.815 LVL FJ it iii/2 12'-5" � 11 10'-3 1/2" UNDER SECOND STORY WALL PANTRY N ~ 3 I/2" 3 I/2" J-1—I I 1 I N ! h1 i r K m 12'-5" 5'-2 1/2" z W z (1/ CONTINUOUS BEAD OF ---------------� u� N �,_4„ I �0 c4 --------- < z l-K- n/ 'll'r'I11; SEALANT i I - - ------- - - 1 }- — — -J Ily O -1 W 1�- 1 i! GYPSUM BOARD o 22'-I" ----------- I N ----------J 3°68/(2)-01068 5L I= Q = d) Z PORCH -- _ WALL LINE ABOVE ------- --� 4 e Z1' ' Z z o o - Ju Q, (3)-305° 5/4x6 DEGKINC ----------(3)-305° -- 2 6 i OL J-t--1 (Y J 0 O CONTINUOUS BEAD OF O 305 0 305 _ (2)-1,15 x 11.875 LVL HDR (2)-1.�5 x 11.875 LVL HDR I X -1 m IX < tlI SEALANT L=�- -- - ------- ------- 4x4 P.T. P05T O (TYP-2) O _^ O lY Q < iI :CONTINUOUS MINIMAL PLATE Ht. S'-5" ASF PLATE Ht. cl'-I" ASF v ) N Z Q EXPANDING FOAM AT WINDOW _- _- __ UNIT PERIMETER -—® HOOD STEPS WINDOW UNIT (OR WEATHER-PROOF DOOR) I (2)-2x12 UPSET HEADER ! !, 6'-4" 6'-6" 6'-6" I I «) 22'-e," 7-4 13-O 10-O 18'-6" r"`�T!'�••' '••� :. CONTINUOUS MINIMAL I EXPANDIN6 FOAM AT WINDOW * � • �/ UNIT PERIMETER -71--64AIR 5EALINO NOTES r � rN• ,) TABLE R442.4.1.1 .2424 AIR BARRIER AND INSULATION �I INSTALLATION `'j '�/,�'+�J e;►� " { CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION SEALANT CRITERIA A continuous air barrier shall be installed in the A building envelope. Alr-permeable Insulation shall not be used as A-7 General requirements The exterior thermal envelope contains a a sealing material. DEa.11�ERED FEB 2 2021 GYPSUM BOARD continuous air barrier. CONTINUOUS BEAD OF Breaks or oints in the airbarrier shall be sealed. j ADHESIVE The alrb with thin any dropped ceiling/soffitappithe be FIRST FLOOR PLAN aligned with the Insulation and any gaps in the air La I� CONTINUOUS BEAD OF Ceilinglattic barrier shall be sealed. The insulation In any dropped ceiling/soffit SEALANT shall be aligned with the air barrier. SCALE: 1/4" = 1 ft O 11117- SEALANT openings,drop down stairs or knee wall O O doors to unconditioned attics aces shall be sealed. O > 0 --------- ---------- Cavities within corners and headers of frame i' The unction of the foundation and sill late shall be walls shall be insulated by completely filling U1 2" CLOSED-CELL SPF j p the cavit with a material having a thermal sealed. y g u- ��'r resistance of R-3 per inch minimum. O O Walls The junction of the top plate and the top of exterior I walls shall be sealed. Exterior therm al envelope insulation for O Z O - - fram ed walls shall be Installed in substantial O il• Knee walls shall be sealed. contact and continuous alignment with the air 1 barrier. l'? The space between windowldoorjambs and Oj 1,L � � vl Windows,skylights and doors framin ,andskylights and framingshall be sealed. I CONTINUOUS SILL SEALER - Rim foists Rim-joists shall include the air barrier. Rim joists shall be Insulated. -1- O FULL WIDTH OF SILL Floorframing cavity insulation shall be � W, �v Z installed to maintain permanent contact with OI- the underside of subfloor decking. 1 •d tL FOUNDATION WALL Alternatively,floor framing cavity insulation O a V Floors including cantilevered floors The airbarrier shall be installed at any exposed O 0 �-- shall be in contact with the top side of Q and floors above garages. edge of insulation. sheathing or continuous insulation installed N O V Q Q CONCRETE SLAB on the underside of floor fram ing, and Q extending from the bottom to the top of all STRUCTURAL DESIGN NOTE w /'`./, perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance Wlth the 2020 RGNYS; strUGtUral '_= Q< �— overla in oints taped. ermanentl attached to the walls elements such as engineered wood, steel and f _j A ` ' '� Duct shafts,utility penetrations,and flue shafts steel/wood composite columns beams headers and X 4 Shafts,penetrations opening to exterior or unconditioned space shall be Q ` sealed. girders that: Batts to be installed in narrow cavities shall 0 be cut to fit or narrow cavities shall be filled J v, Narrow cavities I) resist gravity loads, and U W with insulation that on installation readily conforms to the available cavity space. Air sealing shall be provided between the garage 2) are not contained in the prescriptive design -1 JU 0 Garage separation and conditioned spaces. provisions of the 2020 RGNYS IL 1- O NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed light fixtures installed in the building Recessed light fixtures installed in the CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building temnal envelope shall be airtight r,() N surface. and IC rated. were designed in accordance with O THERMAL ENVELOPE. THIS DETAIL 5HOW5 in exteriorwalis,batt insulation shall be cut ANSI/AWG NDS-2018 With 2018 supplement. ~ m TYPICAL METHODS OF AIR-5EALIN6 U51N6 PP 0 VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMIIN6 Plumbing and wiring insulation that on Installation,readily Structural elements such as walls and fenestration CONFI6URATION5 NOT SHOWN,5UGH AS conforms to available space,shall extend CANTILEVERS AND 5TAIRWELL5, SHALL BE behind in and wiring. that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR The airbarrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be Insulated. 1) resist Wind loads, and DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. The air barrier shall be installed behind electrical Electricallphone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be Installed. provisions of the 2020 RGNYS PLAN HVAC supply and return register boots that AIR SEAL I NO 17ETA I LS HVAC register boots penetrate building thermal envelope shall sealed to the subfloor,wall covering eor nvelope ceiling penetrated were designed In accordance with ASCE -i-16 Wind b the boot. provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/'4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is recommended by the manufacturer. Caulking or where such elements occur In the pians, they are . Concealed sprinklers annotated "ENGINEERED DESIGN."' other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and wails I or celincis. A A-� Z O v N Z 47'-10" O V 1'-10 1/2" Q/ 7'-4" 1L 3'-1 3/4" W-21/4" 6'-4" lu Z r------------ I N �- --------------L----------------- -, (V o A (V DI I I I # I I — O i HAZARD GLA INC [9,308.4] O I -----(2)-3050 O r------------------------ --- -- —L-- WALL LINE BELOW I O J-1-- 1 I 2x8 GJ AT 16" o.c. 4040 PIG �p I i E s I 4°4° PIG (2)-1.15 x 11.875 LVL FL HDR__ ------------------- ------------ -- I 7'-D I/2" (ENGINEERED DESIGN) DOUBLE WALL STUDS - 4'-II" 3 v2" 3 v N BEDROOM 3 2'-2" I 6'-q" 2'-5 1/2" m 1�I.I.G. \ y 8'-0" G Ht (n I - 2x8 PLATFORM _ o E m BATH i Q �_ I 2O TO ERVofm NT. 01 J J = WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2468 v i M BATH 3'-10" I ENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR 4'-0" - i- 20 cfm CONT. 4'-2 1/2" I O INSTALL ERV UNIT IN CONDITIONED ATTIC. x Pro I TEGHNOLOGIE5 i 8'-O" G Ht I _ --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC- SYSTEM. I I ^ I [M�05 4] N N ERV N MODEL 'x105 I p - I PROGRAMMABLE I m I � �i I� � I m m � THERMOSTAT I ----------� ----------� N I I I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL 4 m I m SHOWER _--------J INSTALL IN AN AGGE551 BLE LOCATION ON A 2nd STORY WALL. --------- 2468 2868 256" I i j r N LIN 36" GUARD [R312.1] _ _ _ _ STALE AIR TO OUT5IDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUCTS Q 2468 ® r CD CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL �15P07 HVAC EQUIPMENT IN ATTIC iL� — — — — �— — —� IA.C. F'ETUURNI1-1 m SMOKE 8 G.O. Hf�LL 2868 2868 N GA5 OR PROPANE FURNACE: LENNOX ELIg6UH070XE36B SLOPED x - DETECTOR(TOP) o I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: b' dla. DUCT �— — — J I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201846570 = CEILING (2)-2x10 (2)-2x10 - I = STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL I5N45 HEATING GAP: 64,000 Btuh;AFUE = 66.1 Q HDR �— — —'1 "2g5 - -LTSxll.8- LVL FLUSH HDR (3)-1.75xIL875 LVL FLUSH N -_9 oc_a_-_sca_ __o_ ;_ - ALL DUCTS INSULATED TO R-4.2 INDOOR COIL: LENNOX GH35-30B+TDR N 2868 BEARING WALLo L (ENGINEERED DESIGN) (ENGINEERED DE51GWrI RIGID IN5UL -� SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]:OUTDOOR UNIT: LENNOX ML14XGI-036-2300;AHRI 203374680 ON ATTIC12" x 12" AIR36"GUARD [9,312.1] / MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM COOLING GAP: 34,800 Btuh;SEER = 15.10 ACCESS DOOR z TRANSFER GRILL ®S /x x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. (� INSTALL IAW MANUFACTURER'S SPECIFICATIONS OO 254 4 N LAUNDRY IN GEILING 14-- � Qo (� 2x10 STUD WALL AT 24" O.G. `? V W fn _ HVAC R A.G. CHASE MASTER BEDROOM r o v Z W z_ `? 9' Ht TRAY GEILING Z < t d�Z �/ DRYER EXHAUST O p in -I O J W I DRYE WASHER OPEN TO BELOW - [p _ [MI5027 m Q La 1 I� \ — 0 Z N BEDROOM 2 -1 - 3 1/2" 3 1/2° Z IL Z t- 0 Z 8-O' G Ht n ,,II '' J-�-1 W i - b-O I/2 v - 10'-O" cV LU 2°3° i Q.. QL ----------- x - I N DOUBLE WALL STUDS O i +�- J 4 N I N O O > p< 51042 EYEBROW PIG N O j ij (� 3 I/2" � � � � Q I I W.I.G. 26b8 12'-5" O n - 12'-5" iv (2)-3°5° I (2)-1.75 x 11.875 LVL HDR __ m F- (ENGINEERED DESIGN) N m WALL LINE BELOW _______� � (2)-3°5° m O I WALL LINE BELOW --- - -- — -------------- ------------------------ ------- I I O I I I I Lr- ------------------------- 1 ----------------------------- L— ------------------------- —J 6'-6" b'-b" 6._6.. b,-b„ 2,_b„ 3'-0„ a fA'1 6-5 ��+,�� y M�•.r{ �'�- 71 s. 64" 13'-O" 10'-0" 47-10 1 IVEED dFB 2 1 2Q2t DE SEGONr�) FLOOR PLAN A SCALE: 1/4" = 1 ft Q O OLLQ • Z IX m Z cS� oQ IL ` SOLAR-READY O ek CERTIFICATE O N Q v UW O d Q This home has STRUCTURAL DESIGN NOTE � w� tu � Z Incorporated features of U U Z the time of InitialIn accordance with the 2020 RGNYS; structural 4 construction to enable the elements such as engineered wood, steel and p 17 installation of solar steel/wood composite columns, beams, headers and 4< OL electric. girders that: t- 0 In ri The solar-ready roof o 0 1) resist gravity loads, and V w zone is shown on this F construction plan excerptL 2) are not contained in the prescriptive design p LUO � GD UI and is free of IT provisions of the 2020 RGNYS LL O obstructions that would limit placement of solar were designed in accordance with O panels. ANSI/AWG ND5-2018 with 2018 supplement. m Plastic conduit for future Structural elements such os walls and fenestration electric wiring has been that: e installed through walls of DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the installation of wiring between the pq 2) are not contained In the rescrl tive design electric service panel and SOLAR-READY provisions of the 2020 RGNYS 2n PLAN FLOOR roof mounted solar ROOF ZONES panels. were designed in accordance with A50E -1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER • ® ® ® ® ® ® where such elements occur 1n the plans, they are annotated "ENGINEERED DESIGN.," A == 5 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] BNL B BNL G BWL D m BWL A i 10'-4" i '-411 3_ t I --!----------------- ---------- --- ---_ .: ..----------- i t " 2 °2 '-5 12' _ -_ ROOF BELOW ' WALL LINE BELOW 1[ _-th. O - - ROOF BELOW E 2x10 RR AT 16" O.C. 2x10 RR AT 16" z o � p _� \ I CV N �j j F- p ROOF LINE U1 i W (� N cv I z - < rt - ! 31 _ ---- - � �-- I QATTIG PATHWAY FOR SOLAR ELECTRIC [T10381 A 16 _., M.s INSTALL 2"(P VERTICAL SCHEDULE 80 PVC - -- - - x x6 RR O „ s. ,..r.,-- " " CONDUIT THROUGH ALL WALL5 TO AT WITH _____.-.--- _ 1 (V (� TEMPORARY PLUGS OR GAPS AT EACH TERMINUS �, I U o [E3502.3.21. EL-L � dA5 ROOF - - d r GGE5 : v I I � t P (V ACCESS ROOF ' ( V o r11 1.75 x 14 LVL STRUGTURAL RIDGE $ 11 y O d POST RIDGE DOWN TO BEARING iWALL AT 12'-0" ON-GENTER OR LE55 B n , 2x12 RIDGE ...... I I _ 2x12 RIDGE' ' r IF-EXT ----- 2-0'- 02--0' j BEARING 1WALL AT 4 -- BNL 2DOE TO -_ -__ - --- ROOF BELOW ALL VAULTED GEILING5 0 y H SOLAR-READY ZONE [TI03.31 � FROM EAVE TO RIDGE WHERE 5HOWN O PROVIDES 36 WIDE ACGE55 PATHWAYS - I b ZRIRAT QX Q REMAN61. THE CLEAR O LO55TRUUG ION05NE SHALL SUG AS (3VENTS, ETC. [TIO3.41 Q y� x(TYPIGAL-2) Py tYSx N 2x6 RR AT 16" o.c• SEOON7 STCR`Y f5NL PLAN x 6" 0SCALE: 3/16" = 1 ft .. r _2x10 RR ATI .c.WALL LINE2x10 RR AT 16" o.c. 2x10 RR AT 16PORCH ROOF BELOW 9 � Q HALL LINE - � H � ROOF LINE N W Z Z <� mac TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m - - -'V- 43 z w JOINT CONNECTIONSa,b,c, d,e, g - N O z �z r �z GROUND SNOW LOAD (psf) 4(L� >. j d� ® WO ROOF FLAN RAFTER RAFTER 20f 30 0. 0 V I} n w < SPACING Roof span(feet) nn,, O QC < SCALE: 1/4" = 1 ft SLOPE BNL E BWL F BNL G BWL N (inches) 12 20 28 36 12 20 28 36Required number of z 22-4 7-8 38-6 Q nailsab per heel joint spli es�on __.._........,._(.,-..._.._..._....._.__..._....._._.._a......___ I 12 4 6 8 10 4 6 8 11 ' 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 4'-l0" 3'-1" I 4'-4" 4:12 16 4 6 8 10 4 6 8 11 7-1, 11 Wind Adjustment Factors -Table R602.10.3(2) (p.187)e o r 245 8 12 15 5 9 12-- Up SI 12 3 4 5 6 3 4 5 7 �=-------- p ry Numbered Lettered '° f� c.» ' A BNL 3 -� -------------- 0" I �_ ! I " - -- ------------------------ I Wall Lines Wall Lines Comment 5:12 16 3 5 6 8 3 5 7 9x � r ; I I j p Category 1.00 1.00 Exposure B' 2-Sty 24 4 +A 7 9 12 4 7 10 13 ' .- gl Exposure a 12 3 4 4 � f Roof Eaw-to Ridge Height 0.98 0.98 9'-8"; Roof Only 5 3 3 4 5 - Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 ,�--' s <�„°`�<,`''.t,���•` 24 3 5 7 9 3 5 7 9 Number of Braced Wall Lines 1.00 1.45 2; 4 ' - I Additional 800 Ib Hold Down 1 AO 1.00 N/A 12 3 3 4 4 3 3 3 4 `P -- - 1-�" ..• M• Gypsum Board Fastening 1.00 1.00 NIA _ 9:12 16 3 4 4 5 3 3 4 5 [IEL� i EEB 2 7 2021 24 3 4 6 7 3 4 6 7 --- - - Wind Factor Total 0.882 1.279 IMP 12 3 3 3 3 3 3 3 312:12 163 3 3 4 O_- d �_ .� �--' � ------' 3 3 4 4 = O - ' Braced Wall 140 mph Total Bracing 24 3 4 4 5 3 3 4 6 O? i _ i Braced Wall Bracing Wind Factor O Line Method Line Spacing Required Total Required Length Status O For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per ( (ftj Bracing (ft) Bracing Provided (ft) ' square foot=0.0479 kPa. i 1 WSP 27.0$ 7.27 0.882 6.41 17.67 OK a. 40d box nails shall be permitted to be substituted for 16d z0 V m 2 CS-WSP 27.08 6.42 0.882 5.66 24.33 OK p 3 Q common nails. A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailingrequirements shall be permitted to be reduced 25 d� B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. Q C GB 12.96 6.$3 1.279 8.73 26.08 OK C. Heel joint connections are not required where the ridge is T supported b a load-bearing wall header or ridge beam. 1 D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK pp Y g , d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the u- tabulated heel joint connection requirements shall be 00 V - - _ Wind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in N - U Q 0 / Lower Story span. W P Q- Z 1 ' d0 Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist tI - H _-_-_---_- --- „ Wall Lines Wali Lines Wail Lines Cammentto ceiling joist lap splices. t� V Z _ _ _ 2-6 2-6 ------------ -_- f. Applies to roof live load of 20 psf or less.BWL 4 --------------------- -- ,_-,_-_ Exposure Category 1.00 1.00 1.00 Exposure B�. g. Tabulated heel joint connection re uirements assumeg 9 that ceilin oists or rafter ties are located at the bottomRoof Eave-to-Ride Hei ht 0.98 1.00 0.99 9 8 , 1 Q'-0"; 9 8 g j �i p- 4'-10" 7'-0" 4'-1 o" ""' "' "' Wall Height 0.98 0.98 0.95 9'-8"; 9-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are_6 Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v wAdditional 800 Ib Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: FL WGypsum Board Fastening 1.00 1.00 1.00 NIA pWind Factor Total 0.960 0.980 1.223 He/HR Heel Joint Connection Adjustment Factor IL GARAGE DWELLING 1/3 1.51/4 1.33Braced Wall 140 mph Total Bracing 1/5 1.25 Braced Wall Bracing Wind Factor 1/6 1.2FIRSTSTOi�Y 5V4L PLAN Line Method Line Spacing Required Total Required Length Statusit Bracin ftBracin Provided ft 1/10 or less 1.11SCALE: 3/16" = I ft ( } g ( ' g ( � DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 6 above the top of the rafter support walls. ROOF PLAN F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.3$ 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER CS-WSP 38.50 16.40 1.223 20.05 26.83 OK A ROOF -------------------------------------------------------------------------------------------------------------------------� — 2x EXTERIOR WALL o m i V I I __ - - - - - - - - - - - - - - - - - - --'�`-� - - - - - - - - - - - - - - - - - - - - iI z - - - - - - R-30 BATINSULATION - - - STUD TO FLOORJ015T V j SIMPSON COIL STRAP ------------------ ------44------------------------------------------I---I----------------------------------------------------------------t-------------------------------------------------------y (4)-8d NAILS AT EACH END O IL CEILINGLAUNDRY I I I FAMILY BATH �_ I -- - MASTER BATH I j 2x SOLID BLOCK 4 AIR-SEAL BETWEEN FJ p _ _ - - - - - - - - - - - - - I 2x RIM BOARD w �' Lu _� I I I I I ( I I I > I } I I I I GANTILEVERED FLOOR J015T z NG WG O WA5HER I i I I LAV. I I I LAV. I LAV. 0 cV 05B 4 VINYL SOFFIT Q N TUB i ( TUB0 SHOWER I FLOOR J015T TO WALL: 2nd FLOOR I 2x EXTERIOR WALL 5IMP50N H2;(5)-8d NAILS TO FJ 4 (5)-8d NAILS TO STUD \\�_ ------------------------------------------ a ALTERNATE WHERE FJ/STUD MISALIGNS: -------------- -- --- ------- --- --------- ------ ----------- I—v2' w--- i—v2 w 2 w --- 3, w-- 2 w I ----------------- 2" W 2" W 3" W I-I/2" W (- I FLOOR J015T TO PLATES: 2, W I I c.o. 2:: 1,1 3: W I I G.O. 2' W 3" W I I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES -G.O�I--- -- ------------------------------------------ --�--------------------------------------------------------------- -------------------------------------------- I SIMPSON H2.5; )-8d TO PLATES, (5)-Sd TD STUD GEILIN6 __- - - - - - - - - - - - - - - POWDER BATH 2x ROOF RAFTERS AT ib" O.G. .- _ KITCHEN _ I U5E 6ALV. HURRICANE TIE BETWEEN >�I >1 >1 >) > — i EVERY RAFTER AND THE ROOF BEAM �- I =I I =I I DETAIL AT FLOOR 2x GEILIN6 JOISTS AT ib" O.G. V I I 3IRAFTER WG WG GANTIL��� �S � S�T��G�S HEEL CONNECTION KIT SINK I � N DW m LAY. m LAV. I i 50ALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE) UG3A PRESERVATIVE TREATED I ASSEMBLE WITH 10-d NAILS TUB I 12" O.G. STAGGERED ALONG LENGTH I I I I VENTED VINYL SOFFIT Ix8 TRIM BOARD Ist FLOOR ---------------------------------------------------------- - ---------------------------------------------------- --------------- ----------------- --- ------------------- 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2"W i UPLIFT GONNEGTION5: 6518 GAL.V. COIL STRAP G.O. 2.. W G.O. 2:. W 3:: W G.O. 2 3 I i I USE (2) AT EAGH POST,TOP 4 BOTTOM I 5/4"x6" DEGKING (4)-IOd NAILS AT EACH END -- -------------------------------------- -------------------- ----------------------------------------- -------------y PERPENDICULAR TO JOISTS GEILIN6 (2)-8d THREADED NAILS OR G.O. 4" W 4„ W r - -� - -II F.A.I. (2)-No. 8 WOOD SGREWS AT 4x4 WOOD COLUMN �{ EACH SUPPORTING MEMBER I TREATED [R50-131 REST DIRECTPRESELY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG35 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IDd NAILS FLUMB I NO RISER D I AORAM U63B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] _/ TO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM 6RADE 4x4 WOOD P05T BASEMENT FLOOR I UG3B PRESERVATIVE TREATED Z ------------------------------------------------------------------------------------------------------------- P1344 HOT-DIPPED 6ALV. P05T BASE ANCHOR 1 1 1m F- DA w to � j 12"4) x 6'-0" HIGH P.G. COLUMN WITH (2)-#4z Tz VERTICAL REBAR ON z z J't W 24" x 24" x 12" DEEP P.G. FOOTIING WITH (2)-#4 - REBAR EACH WAY, REBAR 4" ABOVE d O z TYPICAL ROOF R-39 BOTTOM lK lu '0 z z ASPHALT ROOF SHINGLES OVER 15# FELT OVER < >. LU dJ ® O " STRUCTURAL PANEL 5HEATHIN6 OVER Q-1 -� a/ 2x10 RAFTERS AT Ib" D.G. TYi�I GSL 'Oi�G DETAIL. "' �Q R-3q 6' THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) IL Q } Q 7 1.75 x 14 LVL STRUCTURAL RIDGE WITH y2" 6YPSUM WALLBOARD OR OTHER THERMAL BARRIER [R3I6.4] SCALE: NTS �/ N WO 4 Q (SEE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] z Q R I DO E TENSION ST AF: 12 Q WRAP 5TRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP 8 II I . I ' . I 2x4 GO LAR TIE AT 48" O.G. ;,ti«+e,*•�= '*;r.i GABLE WALL INSULATION CONTINUOUS: R-5 I-INCH RIGID FOAM XPS (OPTIONAL) CAVITY: R-13 2" 5PF ,O••"•••_ (BEYOND SECTION) SEALED ATTIC INDI GTLY GONDITIONED MT530G STRAP-TIE ' "•t. t�rs`e=i�G� r �� 2 SOLID EAGH RAFTER WOOD BLOCKING �.� .' 2x8 GJ AT 16" O.G. r, C� SMOKE 4 G.D. M., ,;e:;' f � ` dr3: r ' DETECTOR IN ATTIC 1-1/4" WIDE 20-C-7UAE '?'3'� i": �:�'} ` "€f-�'"' GALVANIZED STEEL STRAP RAFTER TO STUD : NOTE: ALL DUGT5 SHALL BE EACH SIDE OF WINDOW AND WRAP STRAP OVER RAFTER TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM I_p DOOR OPENINGS. INSTALL 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP �. (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND PLATES TO JACK STUD, pFI,IVERED FES 2 12�2I ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLESS OTHERWI5E NOTED ON PLAN FLOOR PLATFORM. MIN. R-b MINIMUM LENGTH BELOW IAW MANUFACTURER'S SPECIFICATION R-15 UNFAGED FIBER6LA55 BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. O HEADER - LENGTH ABOVE VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING GS-W5P ��—, dJ BOTTOM OF HEADER La HALL w LAUNDRYlu BEYOND SECTION (2)-1.75 x 11.875 LVL " DOUBLE-FRAMED ~ Q STAIRWELL (TYP) 3/4" SUBFLOOR O � r d LL 11.875 TJI-560 FJ AT 16" O.G. R-13 2" GI05ED-CELL IL 5PF AT RIM JOIST ptY O z !L TYPICAL INTERIOR WALL I I Q " 0 2x4 STUDS AT I6" O.G. I I (2)-1.75 x 11.875 1/2" 6YP5UM d NALL STUD TO MALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE � I I LVL FL HDR BOARD FINISH STRAP OVER OR UNDER SHEATHING Ya" GYP5UM WALLBOARD ON BOTH SIDES (4) 8-d COMMON NAILS AT EACH END OF STRAP Ist FLOOR PLATFORM SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 :: — O u- 3/4" _ — WOOD FLOORING OVER R-13 2 CLOSED-CELL IPF 2x8 PLAT I I o TENS I ON STRAP I NO 3/4" PLYWOOD SUBFLOOR AT RIM JOIST I I U O 1 Q .. J� I^I 2 x 12 FLOOR JOISTS AT I6 O.G. AT !' `ALL OPEN I N/-'� N O o � �- Q O GROSS BRIDGING AT MIDSPAN LJ I/211 6YPSUM I I HALL PANTRY SCALE: NTS Q Z SILL CONSTRUCTION: BOARD I I to Z 2x6 P.T. (UC3B) SILL ON TERMITE SHIELD FINISH QL ON SILL SEAL WITH I/2" ANCHOR BOLTS I FINISHED FLOOR <I I"' (SEE TYPIGAL WALL DETAIL) STAIRS p'- F- Oi x 11.875 FINISHED GRADE -� STUD TO SILL FLATS : FINISH GRADE LVL GIRDER I/2" 6YP5UM V w_jLL < w BOARD FINISH Y � WRAP STRAP UNDER SILL PLATE PER GODSSLOPE 6" IN l0' MIN. AWAY FROM BUILDING (4)-3/e5" LAG SCREWS o BASEMENT p tu O ci (6) 8-d COMMON NAILS AT EACH END OF STRAP SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 LL 2x8 PLAT (INDIRECTLY CONDITIONED) _ w o o FULL HEIGHT R-11 BLANKET WALL i- O a INSULATION AS MANUFACTURED BY H m GERTAINTEED CORP. ASTM E84 MAX. O .d' •° a I/2" GYPSUM N FLAME SPREAD INDEX 25 -� BOARD i MAX. SMOKE DEVELOPED INDEX 50 FINISH m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 48" x 48" x 14" DEEP SECTIONS 8" POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING w/#5 REBAR AT 8" ON-CENTER E.W. H I O H-lel I ND UPLIFT STRAFF I NO MINIMUM 3'-0" BELOW GRADE SCALE: NTS D INC NUMBER SECTION A NOTE: ALL METAL STRAPPING SHALL BE 1 I/4" x 20 GAGE (51MP5ON 0520 COILED STRAP). SCALE: 1/4" = I ft A ==7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51DENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Bufidlna Code. - 19 NYCRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT. A building permit shall be Issued by the 1= WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until project completion. p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN �, SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s:lAiazards.oteouncil.or FOR THE PROJECT LOCATION: pWeathering Termite HAZARDS p o 0 9 N LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.0031 W '72.5665 THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZES 8106.3 DESIGN PROFE-55IONAL: A Certificate of Authorization Is ZO WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amoro V 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599'F-DAYS 51.0° F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE professional engineering services. However, the Designer has 0 Li THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, W 8301.2(3)] ' AFFIX THI5 51&N IN ACCORDANCE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE 19 NYCRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference immediately notify Designer, in writing, if there Is any W g COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT � �'' discrepancy found between field conditions and Ian 70 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJU5TMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,ons,especially with regard to existing construction. 0 o MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (25'-0" roof 8301.2.1 WIND DE51GN: In accordance with Figure 8301.2 B - Winter Summerg (5) , wind Cooling temperature Wind velocity Wind velocity Coincident Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R802.11] design Is not required. This building is designed to WW p difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. F- 1 0°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf jy 8301.2.1.2 PROTECTION OF OPENINGS= Thls building to not located Q UPLIFT METAL FRAMING CONNECTORS ARE BEQUIRED AT TOP In a Wlndborne Debris Region. N OF ALL BRACED WALL PANELS [8602.3.5]. R301.2.4 FLOODPLAIN: This building is not located In a flood hazard area. v, 8301.5 LIVE LOADS: Minimum uniformly distributed live loads= Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z 8301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5CE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b'� SPACING AND LOCATION NOMINAL MATERIAL a n design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) (inches) support R301.5 NOMINAL SIZES: Dressed lumber dimensions specifled on ,� i „ ; (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 y x 0.113 ) or 4-8d box(2 x 0.113„) or 9 Wood structural panels,subfloor,roof F, and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I�ofsts, glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 y" x 0.131");or Toe nail 21 Joist to sill,top plate or girder 3-8d common(2 Z"x 0;131");or Toe nail p g 3 g P g g 3-10d box(3"x 0.128");or 3-1 Od box(3 x 0.128 ),or Staple 15 ga. 1 / 4 8 8302.1 FIRE-RE515TANT EXTERIOR WALL5: All exterior walls and projections shall be located at least 5 feet from lot lines and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to% 0.097-0.099 Nail 2/4 3 6 are not fire-resistance rated. 8d box(2%"x 0.113") 4"o.c.toe nail Staple 16 ga. 1 % 3 6 4-8d box(2%2"x 0.113");or 8302.9 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2 4"x 0.131")' or 0.113 Nail 2 3 6 WALL5 AND GEILIN05: Gypsum wallboard Is a Class A finish 2 Ceiling joists to top plate Perjoist,toe nail 22 roof applications also i9 s having a F51 = 15 (req'd max. 200) and a SDI = 0 (req'd max. 3-1Od box (3"x 0.128");or ( PP ) l Od box(3 x 0.128 ), or 6 o.c. toe nail /2 and/ Staple 15 and 16 ga. 2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 �� �� • i �� �� • Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or P g 4 8 INSULATION= Exposed Insulation that Is not Installed In 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 2s s Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-1Od box 3"x 0.128" ' or Face nail /2 and/ i surfaces shall have a F51 s 25 and a 501 <. 450. See plans ( )� ) ( )� 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 72"x 0.135"); or Staple 14 ga. 2 4 4 8 around all penetrations of the floor and ceiling planes, and R802.5.1(9)] 24 2 subfloor to joist or girder i „ Blind and face nail 2-16d common 3/ x 0.162 i where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail / 3 6 g 4-1Od box(3"x 0.128"); or 25 2"planks(plank&beam- floor&roof) ' 3-16d box(3%2"x 0.135")• or At each bearing, face nail 1 Staple 15 a. 2 4 4 8 8302.12 DRAFT5TOPPIN(9: Not needed for this project. Y2"5 Collar tie to rafter., face nail or 1 1/"x 20 ga. ridge strap 3-10d common(3"x 0.148"); or Face nail each rafter 2-16d common(3 „x 0.162) 0.097-0.099 Nail% 4 8 8302.13 FIRE PROTECTION OF FLOORS= Not needed For this to rafter 4-3"x 0.131") 3-16d common(3%2"x 0.162");or SPACING` O FASTENERS project under Exception 4. 4-I Od box 3"x 0.128" or NOMINAL MATERIAL a n R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3%2"x 0.135");or 26 Band or rim joist to joist ( )' DESCRIPTION ° OF FASTENER AND LENGTII „ 2 toe nails on one side and 1 toe ) � 4-3"x 0.13 1"nails; or End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W NI102.45 with separation 3-10d common (3 x 0.148");or (inches) from insulation per listing. Z 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown (inches) (inches) (inches)4-1 Od box(3"x 0.128");or or truss8308.4 HAZARDOUS GLAZING LOCATIONS. Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cement" other approved safety glazing material shall be installed to O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m W V at top and bottom and staggered. Fiber-cement and at locations where shown on the tans. to z z 4-16d box(3%" x 0.135"); or p Lu W 3-1Od common(3"x 0.148");or Toe nail IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 8309.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z Z Q-t dJ 2 iv 4-1 Od box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle u' O -t to 27 Built-up girders and beams,2-inch lumber layers entry doorway. (n = dl Z W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails And: Staple 18 ga., s long,Y4 crown Q v <} ti O Z 7 to minimum 2"ridge beam 2-20d common 4"x 0.192" • or (finished flooring other than tile) 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENING5: It Is the Z LU O z Z 3-16d box(3 y"x 0.135"); or ( )� Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by Q �- O W 2-16d common(3 y"x 0.162");or 3-10d box(3"x 0.128");or 1 4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for a /` QC� ® O End nail " _: 8 8 emergency escape and rescue openings where required. W 4 m a fX 3-10d box(3" x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for the finish) g y q 0. 7-- 3-3" --� 3-3"x 0.131"nails 4-16d box(3 4"x 0.135");or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R3I1.1 STAIRWAYS: interior stairways shall be pre-assembled Q- 0 O 4 g 8 wood units. The maximum riser height shall be 6-1/4 Inches and 6 O d 4 Wall 3-16d common 3 4"x 0.162" . or (for the finish) the minimum tread depth shall be 9 inches,plus nosing where Z Q 28 Ledger strip supporting foists or rafters ( )� At each joist or rafter,face nail required. Provide handrails per Code. 16d common(3%"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128"); or Plywood 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128").;or4-3"x 0.131"nails 14 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 16" o.c.face nail i s i 3 6 grade,and steps leading thereto, shall have guards that Z 3 x 0.131 nails 2-1 Od box(3 x 0.128 ),or 2-8d common /and/6 12/ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist 2%"x 0.131" • or 2-3"x 0.131"nails Each end,toe nail � 3 Stud to stud and abutting studs at intersecting wall 16d box(3 i/2"x 0.135"); or 12"o.c.face nail ( )' Staple 18 a., p g /g, /6 crown width 2 5 8312.2 WINDOW FALL PROTECTION: Windows with sills Iles than 9 3"x 0.131"nails SPACING OF FASTENERS ii s is i 14 ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade corners(at braced wall panels) I� /2, /, /2 and/ i 6 8 shall be protected per Code.. 16d common(3 /2 x 0.162 ) 16 o.c.face nail [TEM DESCRIPTION NUMBER AND a n� Edges Intermediate 12/ga. (0.099 )shank diameter 16d common(3 i/2' x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER ° ' g n ,supports`,' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION= Interconnected 10 Built-up header(2"to 2"header with%2' spacer) (inches) 3 6 smoke alarms,carbon monoxide alarms,and heat detection .�• • 16d box(3%2" x 0.135") 12" o.c.each edge face nail (inches) i 32,ss�z3 3 12%ga. (0.099" shank diameter / /2 and/4 ) alarms shall be Installed at all locations shown on the plans. Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 % 6 8 5-8d box 2 y"x 0.113" . or P <r_ •'�""- ti O. " 1 ( ), 8315 CARBON MONOXIDE ALARMS= install at all locations �_, fe �; •`,:.�;� ,� J 11 Continuous header to stud 4-8d common(2 y"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardr specified on the plans. e"` 1fif 4-10d box 3 x 0.128 ( t :_ __) _= 30 / /2 i 6 12 p the plans a =� i � ( �� ��) s „ 6d common(2"x 0.113")nail r 1 Y2 long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber s ecifled In subfloor,wall as pressure preservative- treated (P.T) shall be In '`,' f +. '• f ;" 16d common 3/ x 0.162 16 o.c.face nail i9 ::_ :_ ( ) i :: _: r P Ply , . 0.200 4d cement-coated sinker nail 6 6 3 accordance with AWPA UI for the Intended use and location. a r}?' 12 Top plate to top plate 1 O box(3"x 0.128");or 31 /2 1 8d common nail(2/ x 0.131 ) 6 12 Staple 18 ga., %long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel stainless 12 o.c.face nail steel,silicon bronze, copper or 1/2" diameter or eater 3"x 0.131"nails 1 O common(3"x 0.148")nail;or 6 12 Particleboard pp `�.,;'" � Imo';' •� 1 =_ _ 1 == steel bolts. 32 1/ 1/ 8d(2%"x 0.131")deformed nail 4d ring-grooved underlayment nail 3 6 "4 4 R401.4.1 6EOTECHNIGAL= Footings and foundations shall rest on 20Zt 8-16d common(3 %"x 0.162"); or Other wall sheathings Staple 18 ga.,8 long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 LiVERED FEB 2 Face nail on each side of end joint 1%"galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 psf• visually graded soils that have this load-bearing value 12-16d box(3%"x 0.135")• or minimum 24"la splice length 33 %2" structural cellulosic fiberboard sheathing i „ 3 Include 6W 4 GP ravel and sand ravel;eM 4 GC-silt and • 13 Double top plate splice � ( p p � g g 3 6 / -g y 9 y 12-10d box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 /4 long Staple 16 ga., 1 %long,4 crown 3 6 cla a gravel;5W 4 5P-sand and gravely sand;5M d SG-silty each side of end joint) �` `� Q 12-3"x 0.131"nails 3 =: � :: an clayey sand. Unsuitable subsoil material encountered � 1 / galvanized roofing nail, /6 head i 6d ring-grooved underlayment nail 6 10 aurin excavation shall be excavated and replaced In-sltu O t- 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 4" long 3 6 �' s Staple 16 a., 1 4 long,3 with Y4" crushed stone to a minimum de th of 8 inches or AOBE. = O p g g /crown 3 6 p O � d) 16d common(3 y"x 0.162") 16"o.c.face nail I „ d 1 '/2" galvanized roofing nail; staple galvanized, R4022 C.ONGRETE: Basement walls,foundation walls,exterior Bottom plate to joist,rim foist,band joist or 35 / gypsum sheathing 1 i 7 7 walls and other vertical concrete work exposed to the N 1- 14 16d box 3 i " ")' 1/ long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum O IL `9 blocking(not at braced wall panels) ( /z x 0.135 ,or 12"o.c.face nail s „ d1 (� r compressive strength of f'o=3,000 psi at 2b days. Porches, O 3"x 0.131"nails 5 „ d 1 54„ galvanised roofing nail; staple galvanized, 7 7 carport slabs and steps exposed to the weather,and garage Oi 36 / gypsum sheathing 1 / long; 1 / screws Type W or S a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. 3-16d box 3%" x 0.135" ;or 3 each 16"o.c. face nail g YP floor slabs shall be air entrained stone concrete with a O 3 O 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. minimum compressive, strength of Pr,=3,500 psi at 25 days. O 15 2-16d common(2 4"x 0.162"); or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P g P O blocking(at braced wall panel) 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. (1) m 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or 8403.1.4.1 FR05T PROTECTION. Exterior footings and foundations O �p 37 3/"and less i „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors, systems shall extend below the frost line, i.e.,to a minimum >_ 8d common(2/ x 0.131 )nail O VCA 4-8d box(2%"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. � O � l 3-8d box 3 " x 0.135" • r „- 8d common(2%"x 0.131")nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. t- �p - ( ); 38 / 1 8d deformed 2 6 12 R404.1.7 BAGKFILL: Backfill shall not be placed against Ix Z 03 4-8d common(2%"x 0.131");or Toe nail ( 4 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top - O - ,_ _: . _ _: and bottom of wall during backftll placement. - ` 4-10d box(3 x 0.128 ) or l Od common(3 x 0.148 )nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than g p hi 0 X Q D �- p p 4-3"x 0.131"nails 39 1 1/" - 1 1/" ( i „ „) 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using Load bearing dimension lumber N O V �- 0O 16 To or bottom late to stud 8d deformed 2/ x 0.120 nail 8502.1 WOOD FLOOR FRAMING= the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus J CL CL Z 3-16d box(3 4"x 0.135"); or Y g rYW - < ( ) For SI: 1 inch=25.4 mm 1 foot=304.8 nun 1 mile per hour=0.447 M/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. Z 2-16d common 3 y" x 0.162" ;or End nail 3-10d box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall p- 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum �-- a- !�J sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3, standard or stud grade lumber. E- -1 3-1Od box(3"x 0.128");or 0.192 inch 2od common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,c �Q P P P 2-16d common(3 y2"x o.162");or Face nail ( ) g g WALL SHEATHING USED TO RESIST WIND PRESSURES R-102.3 6YP5UM BOARD: All Interior walls to be covered with)� � 0) 0 � 17 To plates,laps at corners and intersections ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise Q - 3-3"x 0.131"nails noted on plans. 6-3 b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v UJ ') c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V 8703.3 SIDING: Exterior wail covert" shall be vinyl siding tested 1L 3-8d box(2 4 x 0.113 ),or P PP P �" NOMINAL a►c 9 y 9 u d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -►W 2-8d common(2 4"x 0.131");or Y Y P PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O O 1 g 1 brace to each stud and plate " :_ . Face nail e. S acro of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN THICKNESS SPACING Instructions for hl h-wind regions. Use stainless steel nails for 2-1Od box(3 x 0.128 ), or Spacing ( ) Penetration RATING (inches Edges Field Wind exposure category d9 9 L O 2 staples 1 34" f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3,000 feet of Z) NZ P (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. N N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less � m 3-8d box 2 72"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common 3 RbO2.l WOOD ROOF FRAMING: Load bearing dimenslon lumber ( )' p P g P p g 1.5 24/0 / 16 6 12 140 115 110 g O 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters, trusses, roof beams and ceiling joists shall be J 19 1"x 6" sheathing to each bearing 2-10d box(3"x 0.128");or Face nail Douglas fir-larch No. 2 or better. 2.5 x 0.131 g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 4" long sheathing shall conform to ASTM C 208. " " 1.75 24/16 /6 24 6 12 140 115 110 R506 ROOF VENTILATION: Soffit vents shall be provided with a ( ) minimum net free ventilating area of of the 1 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic ss unvented.ea of the DATE: FEBRUARY 2021 3-8d box(2/ x 0.113 ),or p blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y" x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min, 1 mile per hour=0.447 m/s. 8905.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g PrP �' � 9 pP 3-10d box(3"x 0.128"); or be labeled to Indicate compliance with ASTM D-715=8 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, V crown 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 oraccordanceH,o5TM Dh the 1 Class manufacturer's all b fas�oeachieve P g P PrP PP P Y P Yom' g P inches on center shall be applied with panel strength axisperpendicular to rt ZO 1"x 8" and wider sheathing to each bearing �� �� Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on PP P � supports. that rating. Use a minimum of six Halls per strip shingle. Use g g Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%" x 0.113" ;or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on P g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY= All combustion air for factory-built 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. fireplaces shall be provided from the exterior of the dwelling _ 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. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall JOISTDETAILS Plate nail-er (0.135"x 3/z")at above must stack over wall below 12"on-center ( ) Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3Yz") Plate nail,16d(0.135 x 3 ") 7 /Blocking panel: 1Y"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists at 16"on--,enter When sheathing thickness exceeds/a", 2x_stud wall at Floor panel nail- g p ® O j No load bearing Z at 16' on-center trim sheathing tongue at rim board 16"on-center 8d 0.131"x 21/2' at 6"on Ya"TimberStrand LSL or TJI joist. Blocking panel: Web stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1)z"hole may be cut Q IV'TJ' Rim Board, 1 a" ( ) g P anywhere in web out- o Plate nail-16d 0.135"x z" Blocking panel: H required on both * Web stiffeners required on 2x4 minimum Web stiffeners o DO NOT side of Hatched zone v TimberStrand® LSL or at 16"on-center 1Ya"TJ" Rim Board, cur or notch flange. sides at A2W ONLY both sides at A3.4W ONLY squash blocks required each side 9 TJI®joist Floor panel nail- Sheathing „ , „ * boundary nails, at B3W ONLY 1 a"TimberStrand® LSL 8d(0.131 x 2/z )at 6 on-center , j 8d(0.131"x 2/z")a 1/a"TimberStrand® or TJI®joist O Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y6", Web stiffeners 6" •• each Side at A3. W g1 ts4fiffe required on both O 6 O nail - O sides of both joist 6" L, 2xD, D, Closet rou ed round L 2 x L D 0 Toe nail-10d(0.131" ; h yr P 6"1 z 6"cies are ermi t 'Toe nail, Toe nail, • 1Y"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at 64W ONLY No field cut minimum p ted if • •7 12holes In the rouperimeter efd cuDe not cue 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds/8, ners required End of joists at es NOT hatched (applies to c holes meets requirements em nts for hatched fri holes larger IL at 6"on-center at 6"on-center 1Y4"TimberStrand® LSL. trim sheathing tongue min. 3 „ on both sides at B1 W cut holes In mentever except knockouts) q than 1/2•in r For rim board thicker than 1/4 centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY reinforcement. Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support F- q at 6"on-center Install proper blocking to P 1 Blocking panels may be required required on both Must have 13/4"minimum nail. n nail from TJI joists into rim board. Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support _ * sides at Al W ON LY * joist bearing at ends. Attach 1tc support all panel edges Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2�/t/ 9 P Y q with braced/shear walls above or g p°� Z to Al Al W A2 e 81919(9 pP s nail from side of arallel closure into rim board. walls above or below-see detail B1 B3 B3W 84B4WROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE OO rim joist per A3 detail. P below-see detail 61 Jolsr TJI® *For additional installations specifications see Rim Board A3.4 e tk DEPTHFor additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P z" 3" a^ 5' s%~ r s% 11^ 13 r• 3' 4" 5^ 6Y2 r a'/^ 1t~ t3^Nail through 2x_cantilever,wood backer and 110 r-o" ,'-s" z'-o° 3'-0° s-o° r-o° r-s" r-s" 3'-6" a'-s" � Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O O W Details and Installation in Weyerhaeuser Installation Guide 11%"TJS Rim Board or 111a"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" < t A Blocking 1 ( ) 9y" 210 1'-0" 1'-s• z'-s" 3•-0^ s'-s^ t'-o" z'-o" 2'-s" a'-o" s'-0" 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. 230 1'-6" 2'-0" 2'-6" T-6" S-6" T.0" 2'-0" T-0" 4'-6" F-0- top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-s" 2'-0" T-0" 4'-0" s'-0" 1'-6" 2'-6" 3'-6" F-0" 5'-6" tV with connections equivalent to floor panel joist flange widths. 560 r-6" r-6" 3'-6'• 5'-0" T-0" 2'-0" T-0" 4•-0" 5'-6" 6'-0" 110 1'-0" 1•-0" 1'-6" 2'-0" 2'-6" T-0" 5'- " 1•-0" t'-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" # 6'-0"length of TJI®joist 8"diameter maximum hole for 11 a"- 1�"TJ®Rim Board 1Ya"TimberStrand® schedule. 210 1'-0" 1'-s" 2'-0" z'-o" 3'-0" 3'-6" s'-o^ 1'-0" 1'-s^ z'-s~ 3'-0" 5'-0" s'-s" s'-6" L reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d 0.131'•x 3" nails, 11/ 230 1'-0" 1'-6" 2'-0" 2'-6" 3'•0" T-6" 6'-6" 1'-0" T-0'• 2'-6" T-6" 5'-6" 5'-6" 7'-0" 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 9/z"deep ( ) Attach reinforcement to joist 9 8"diameter maximum hole for 11/e"- 9 one each at top and bottom flange. with one 8d(0.131"x 2%") 360 r-s" z'-o" 3'-0" 3'-s^ a'-s° 5'-0" r-o^ r-s" 2'-6" 3-6^ a'-s" s'-s' s'-s" T-s" (� reinforcement on � F1 applies to 560 r-6" z'-s° 3'-0" a'-o" s'-s° s'-o" 8'-0" z'-s° 3'-s" a'-s" 5'-s" r-o° T-s" e'-o° u 3/4" 16"deep bl m for panels; p diameter with 9Yz"and 11%a"TJI® or shorter than ons. Attach reinforcement to joist nail at each corner 110 1'-0" 1'-0" 1-0" 1'-0~ 1 s" z'-o~ 3-0" 5'-6' 1'-0" 1'-0" 1'-s" 2'-0" T-6" T.6' 8'-0" e'-o" 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Yz" joists. Do not cut flanges. J Web stiffeners Y8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y2') Horizontal blocking uniformly 210 r-0" 1'.0" r-0" r-6" 2'-0" r-o" r•o" x-o^ r-s" a'-o" a'-s" s'-s" 8'-6" deep or shorter than 12"long. g loaded joists 14" 23o r-o" r-o" r-0" r-s^ 2-s" z'-s^ a'-o" T-o" r-o' i,-o-- z'-o" 3'-0" 4'-0" 5'-0" T-o" 9'-0" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y"TJ®Rim Board 1Ya" nail at each corner panels between each sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 r-o" r-0" r-6" 2'-6" 3•-6" 4'-0" E: 8'-0" r-0" r-6" r-s" 4'-0" 6'-a' s'-6" 8'-0" V-6" 12"long. 10d(0.131"x 3")nails,one 12"length of 3/" connections equivalent to Wood tk art` 560 1'-0" r-0" 2'-0" 3'.0" 4'-6" s'-o° 6'-6" 9'-0" 1'-6" 3'-0^ a'-o" 5••0" T-0" T-s° 9'-0" to'-o" - Y6" ODo not cut flanges. IV'TJ®Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer �a��tt`het oc�o z10 r-o" r-o~ r-o° r-o° r-0° 1'-s° z'-s" 3'-s" s'-a' ,'-o" r-o" r-o" r-o° 3'-0" 3'-s" s'-s" 8'-0° 1 r-o" to TimberStrand® LSL. Nail with one side at E5, e5 c��\\o 65 16 36o r-o° r-o^ r-o" r-o^ 2=6" 2'-6" 4'-6- 6'-6" s=o" ,=0" 1'o° r-sn T-0" 5-0" s=s" 9'-0° 10d 0.131"x 3" Waifs,one Attach reinforcement to 12"length of 3/4" tiR` e� a a -7 each at top and bottom flange. joist web with 3 rows Full depth vertical both sides at E6 reinforcement on one side �G2t`�\�g�C� �`y���ot� 5so r-o^ r-o° r-o° r-o" r-s" 3'-0" s'-o" 7'-6° 10'-0° r-o^ 2'-0° 3'-0° a'-s" s'-s° T-0" 10'-0" 11'-o" 12'-o" 10d(0.148"x 3")nails at 6" 9 at ET both sides at E8 F1 \e ll between 4•' 5•' 6" 7" 8~ 10" 12" 15" 17" 4'• 5" 6•' 7" 8" 10" 12" 15" 17" - Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 r-o° 1'-0° 1'-0" 1 2'-0" 4'-0" 5'-6" 10'-0" 1 r-6" T-0" 4'-6" s'-o" 10'-0" 11'-0" 2x4 minimum 1 " 7 " E7 E8 Less than 5" 560 1'-0" ,-0" 1•-0" 1•-0" 2'-0" 4'-6•' T-0" 11'-0" T-0" T-6" S-0" 6'-6" 8'-0" 11'-0" 12' to joist flange with 2' t�` rows with 9/z and 11/ Less than 5" squash blocks �" 8d(0.131"x 2Yz")Halls at 6" a+�� TJI®joists. * 20„ 360 1'-0" 1•-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'•6" 1'-0" 1'-0" 1'-6" T-0" X_w 9'-0" 11'-6" �� d` O O Gap • WEB STIFFENER ATTACHMENT sso r-o" r-o" r-o" r-0" r-o" 2•-0" a'-s° 9'-0" 1r-s" r-o" r-s" 3'-s° s'-o° T-o" 10'-s° 1Ya"TJ®Rim Board or �� on-center.When reinforcing E5 E6 / CS Use 2x4 minimum squash blocks to Face grain ai 2 minimum 1Ya"TimberStrand® LSL. horizontal � both sides,stagger nails. E4 1 " 23/"maximum Table B - Intermediate or Cantilever Support transfer load around TJI®•1oist O Nail with 10d 0.131"x 3" O O Not for use with 3/z TJI®joist flange widths 1" E1 E1 W ( ) E2 E3 1Y"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and ( Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. TJI®joist blocking with end ) DEPTH TJI® 2•' 3•' 4" 5•• 6Y" 7'• 8%- 11- 13•• 2" 3" 4•• 5~ 6%" 7" 8%•' 11" 13"' EXTERIOR DECK ATTACHMENT Apply subfloor j s � Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span 110 z'-o" L 3'-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'•6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using See sizes below. *with point load from above,and no support contact surfaces below,install web stiffener tight to top flange y�- 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" ,Hanger height must Double TJh Joist Filler Block: Hanger Backer Block:Install tight Maximum y"overhang two 8d(0.113"x 2%") Tight fit* 230 z'-s" T-0" 4'-0" 5'•6" 8'-6" r-0" 3'-6" a'-s" s'-s^ r-s" brr a minimum of 60% Flashing 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" 6'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" ofjoist depth nails when possible. flange with face mount hangers). 0ygP 2%"screws, Depth Minimum Web Nailing Requirements 5so 3'-6" 5'-0" s'-o" T-6" 10'-0" 4'-0' s•-6" s'-6" 8'-0" 9-4- Treated Clinch nails when possible. ledger 131°�5� a� typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 r-0" r-0" r-6" 2'-6" 4'-0" 4'-6" a'-6" r-o" r-s^ r-s" a-o^ T-0" T-0" 9'-6- Clinch (t` End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" a'-6^ 8'-0" e'-0" IU-o" • "• See fastener 5 „ 5 n) 11'/" 230 1•-0" 2'.0" 2'-6" T-s" s•-0' 6-6" 10'-0" 1'•0" 2'-6" T-6" F-0" 8'-6" 9'-0" 10'-6" 110 All /e x 2Y18' 360 2'-0" T-0•' 4'.0" 5'-s" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" T-0" 9'-6" 9'-8" 11'-0" • i`�, 1Ya' TJ®Rim Board or 1Ya" 210 All / x 2/6 table below.Maintain 3 ,� s ��,,, 8d To mount TimberStrand® LSL. 0.113"x 2Y2") 560 1'-6" T-0" 4'-6" 5'-6" 8'-0" V-6" 12'-0" T-0" 4'-6^ 6'-0" 6•-0" 10'-6" 11'-0" 12'-0- e 2"distance(minimum)from 230&360 All 7/8"x 2s/ "") hanger / edge of ledger to fastener. Option#2: 1 1s 3 3 110 r-o" r-o° r-o° r-o° z•-o^ z'-s" a'-s" 8'-6" ,'-o" r-o" r-o" r-s° s'-o° 6'-0" s'-o" tr-o" 2x strapping installed at/ 16d 210 1'-0" ,'•0" ,'-0" 1'-0" 2'-6" T-0" 5'-6" 9•-6" 1'-0" 1'-0" T-0" T-6" 6'-0" T-0" 10'-0" IT-0- Backer 230 1•-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" t'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11•-0" 13'-6- Face block Joist-span locations using two 2 560 All 2x4(') 0.135"x 3Yz") Face mount Allowable Load Ibs) ( 360 1•-0" ,'-0" 2'-0^ T.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 4'-0" has er both sides of web �"screws per joist,typical g With single TJI'joist Fastener 1Y4"TimberStrand® 1�"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" 9 1 LSL rim board Option#3: 560D 20' 2x4'2) 16d 5 5 210 11-0" r-0" 1-0" r-0" 1'-0• r-0" 3'-6" s'-o" ,0'-0" r-o" 1'-0" r-0" r-s" 4'•6" s'•6" ,o'-o° 1r-s" ,6'-0" Web stiffeners required if sides of Yi'lag bort 610 480 22"( (0.135"x 3%") 6 11 230 r-o" r-o" r-o• r-o" 1 2'-0" a•-o" 6'-6" 1r-0" 1'•0" r-o" r-0" z•-6" s'-0" s'-o" 10'-6" 13'-6" 16'-s q Directly applied ceiling 1s With top mount hangers,backer block required only 3so r-o" r-0., r-0" 1-0~ 3'-0" 4'-0" s'-s" 10'-0" 13'-6" 1'-0" r-0" z'-0•' 4'-0" T-6" 8'-6" 13'-0" 1a'-6" n'-0'" H 1 hanger do not laterally support at HZ for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. ( ) 2g""' g 6 13 least%8'of TJ 10 joist top flange LA O the bracing ons above is one red O 1 PS1 or PS2 sheathing,face rain vertical a' s~ 6" 7' e^ 10~ 1z 15^ 17~ a 5" 7~ 1 " conditions.For Halling requirements see page 5,TJ- O g p q (2)Construction grade or better s a o 12 1s 17 PP specifiedlayout, „ " ® 36o 1'O"» ''10" 1''0»" 1'-0" 2'6'; 3';6„" T-0" 1110„" 15.0„ 1-0" 1'-0»» 3'-6" 5'-6" 9'-0" 10'_0» 9001, Weyerhaeuser installation Guide for Floor andZ Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22 and 24 TJI 560D Joists 18. 0 0 0 , s 3'4'' s o 9 0 1s 0 1 0 , 6 a'-o" s'-s" 9'-0" 14'-6" - g560 1'-0" 1'-0" 1'-0" t'-0" 2'-0•' 6'-0" 10'-0" 18'-6" 1'-0" T-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 ,' -0" ,-0" ,'-o" T-0" s' „' 1s'-6" 1•-0" t'-o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20~ 560 1'•0" ,'-0" 1'-0" 1'-0" 1'-0" ,I ' TJIS(1)(2) Rim Board 1�• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LU BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1s"TJ®Ri 1Ya" TimberStrand®LSL Microllam® Parallam® 9Yz"or „ 9Y2"or 14"or 9Y2"or 14"or 18"or 14"or 18"or • Leave y"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. V (I Z and 230 560 Board TimberStrand®LSL or wider LVL PSL Depth 7/8., 14 r z U_ W_ BEARING AT WALL 11 11'/8" 16" 19/" 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. d) - ORWINDOW HEADER CONNECTION CONCRETE WALL 1 „ } - I O W 8d(0.113"x 2Y"),8d(0.131"x 2/z ) 4' 3" 6" 4" 3" 3" 3" Filler Block 11) 2x6+%" 2x8+3/" 2x6+%" 2x8+y" 2x12+," Two Two Two • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be locaited -_ 1%"TJe Rim Board or Strap per code if top plate (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 10d(0.148'x 3"),12d(0.148"x 3Y4") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. � �- < 1Y4"TimberStrand® LSL or is not continuous over Q O Cantilever 2x6 2x10 2x6+3/" 2x10+3/' 2x6+Yz" 2x10+Y" 1 16d(0.162"x 3Yz") 6" 6" 4 8" 6" Not blocking for lateral support header 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams Z �Z � ow (1)Stagger nails when using 4"on-center spacing and maintain 1 /"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-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) 1.55E TimberStrand® LSL Headers and Beams a- LU > 0 O Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. s „ s „ 3/4" „ „ (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least and staggered. (Detail F1 / or/ or/ / or 1"Net 2x6 2x8 2x12 _t m Q plate is not continuous or H2) 2 x diameter of the ++++++--- < (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. � > d over column TO mount s /1)If necessary,increase(filler and backer block height for face mount handers and maintain/e"gap at top ofjoist;see detail W Fillerand backer largest hole(minimum) Q P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). bock dimensions should accomodate required nailing without splitting an minimum for bin Ya" l p at and 24"minimum t ail Fill era ry O Q hanger f (5)Can be reduced to 5"on-center If nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). %depth (� (� Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone " " 0 Column wood from direct recommendations listed above. hanger 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 7 O ■Nailing rows must be offset at least Yz"and staggered. 0 0 0 0 0 literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz")nails if minimum penetration of 1"Into the TJI®jolst or rim board is achieved. 1.55E TimberStrand LSL - ® Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. cantilever and end bearings by blocking Depth Holle Size (� Multiple-Member Connections for Top-Loaded Beams panels,hangers, joist.ctattachmentto 9Y„lI 3„ �] TJI®joist framing does not a rim board or rim joist. �� 8" 11y"-11%e' 3%" Fastener Installation Requirements 14"-16" 08" Piece #of Fastener require bridging or mid-span E1 General Notes r See illustration for allowed hole zona r."r•*•t , Width Plies blocking __ • Allowed hole zone suitable for headers and beams with t t 1R"•• Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere alongthe member. •••••......1 2) sides,stagger fasteners on the second . Round holes only °••:` f y"A 400 ,. BEARING AT 10d nails 3" 3 12„ side so they fall halfway between • No holes in headers or beams in plank orientation. ` l & COLUMN I 2 12d-16d nails 3 Ya" 2`2' One side fasteners on the first side. b • �1 J +i•, Screws 33/8'or 3Yz" 2 24 H2 x Other Trus Joists Headers and Beams �� s , �~� _� � ._ �• 10d nails 3" 3j2) DO NOT bevel cut joist Al 1" 'y lN; i;+, f• f -16d nails 3 2(2' 12" Both sides beyond inside face of wall. E2 O between r joists • ) �"I • !t °'•¢">,f y Microllam® LVL 12d /a O 1 DO NOT overhang seat cuts 1.3E TimberStrand@) and Paraliame PSL ���Tht. �'• e 3 3 33/"or 3y" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth %: �••* "•a 1/4 Screws 2 2q^ Load must be applied evenly across face ofsupport member» largest hole(minimum) 5" One side entire beam width.Otherwise,use Verify column capacity 10d nails'-' 3" 3One side connections for side-loaded beams. Do NOT cur,notch or drill and beam bearing (per ply) d except as Indicated in 12" D�LlVERED FEB 1 7 221 L5 length.See current 12d-16d nails(" 3 Ya" 2j2' Notes In headers or beams O g r 4 0 0 o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 0 0 • 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams la 5"or 6" Both sides maximum width of 7" Screws 2 24" 1y"TJ®Rim Board or 11/a" Parallam®PSL --I Header or Beam Maximum Round L3 TimberStrand@) LSL. allowed hole zone Depth Hone size O T 3Yz" 2 6 3/a' One side A2 middle j3 span 4%" 1" O E' Y2'bolts 8" 2 24" - (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP . B1 5y" 1 2" �F 3 O �+ L1 d 1.3E TimberStrand® LSL allowed hole zone d COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. 7illu 20" 2" � N n . (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. H1 See illustration for Allowed Hole Zone 1� General Notes Q O t' i Q✓_ m B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O z BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist O B3 • No holes in cantilevers. • No holes in headers or beams in plank orientation. 1�"TJ®Rim Board or (Load bearing wall above) ( ) Joist may be shifted up to 3"if Use B1 or B2 at WARNING Q } I 1Ya"TimberStrand LSL. One 10d 0.128"x 3" P floor panel edge is supported O B4 intermediate bearings One 8d(0.113"x 2 2") nail into each flange and span rating is not exceeded. - O < Q _ with load bearing nor Joists are unstable until braced laterally nail each side.Drive Do not cut joist flanges. Z i Q L p nails at an angle at braced/shear wall BracingIncludes: O 1 DC least 1Y2'from end. Plumbing Drop from above • Blocking ' P1 End of joists N O V �- LL O O 9 Sheathing • Strut Lines -LU 13 O 3/'minimum at centerline O • Hangers • Rim Board • Rim Joist < 1 • COLUMN BASE intermediate bearing Also see detail 82 of support L2 l - I)- v 1%"minimum end bearing g single-family applications 5%"may be required for maximum H1 -1-L_ Shear transfer:Connections equivalent capacity r 0-' � O � _ to floor panel nailing schedule O • DO NOT alk on joists DO NOT walk on joists DO NOT stack building Q� �' Rim to TJI Joist • �..••:.:..;. 1 ° until braced. that are lying flat. materials on unsheathed ~ p - N 1/a"TJ®Rim Board, TJI®560 rim joist:Toe Additional joist is re uired if ° 1 j q O J INJURY MAY RESULT. joists. Stack only over t� 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° j y V W P2 TJI®110 rim joist: nails,one�each side of ® or if span rating is exceeded. O A •'• Exterior Deck WARNING NOTES: beams or walls. 0 IL O One 10d(0.131"x 3")nail TJI joist flange TJI 560 - . ° LA DO NOT usesawn Lack of proper bracing during construction can result in serious J ° Attachment /umber for rim p p g g W O into each flange floor joist ••: Structural accidents.Observe the following guidelines: O O !X board or blocking, TJI 210,230,and 360 rim INSTALLATION TIPS ,;; , •`•�•. ° Sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI foists must be completely installed and properly nailed. 11- O ELEVATED joist: O 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 �Z COLUMN BASE One 16d(0.135"x 3%")nail •Subfloor adhesive will improve floor performance,but O afterinstal/at/on» accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. tV Q 13/4"minimum bearing into each flange may not be required. o 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 F- lh Top View 0 joist.Without this bracing,buckling sideways Locate rim board joint between joists. Safety bracing(1x4 engineered/umber. 1 g, g y or rollover is highly probable under light construction loads-such as a O •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. --t BEAM ATTACHMENT at BEARING vertical loads(details B1 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. ®' ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. 1Ya"TJ®Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 1 9 P (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California �•;:+':r' •When joists are doubled at non-load bearin parallel partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC, flush with inside face P3 non-shrink See framing plan(if applicable)or of wall or beam rout Drive nails at an - OST DETAILS 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail), 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. C 2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist T-71»I0istlnsta/iation Guide, TJ-9006, which should be referenced for additional information. A === 9 `t m TONN COMMENTS z Z II ZENITH ' ' o ° z: 0 0 w A GUAL I TY NEVA HOME MODEL E3Y 051 ST M, TTI TUGK, GOR '. o ptu z � � H 11 H 11 Q � Q nnom" 1�. } tO V I I i i I I t� Z v O 1•U m ~ ffes�` Wto V z a- 8z z W FLOOR JoZ FINI5HED SECOND FL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p a- r O Z - - z 1-U �Z 4ow 11111 Il 11 IT111 III I a 11.1 } Lu � ® FLOOR AREA TA 3LE } < a FIRST FLOOR 1,313 sf cOV z a Q SECOND FLOOR 1,121 sf tet' a 0 GARAGE 585 sfFT-1 `�• BASEMENT 1,406 sf PORCH 66 sf z iv ✓1 o ° TOTAL LIVING SPACE 2,502 sf 1-1 "yam CONDITIONED FLOOR AREA 3,108 sf (INCLUDES BASEMENT) FINI5HED FIR5T FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,583 cf "°• • O - - - - - - - - - - - - - - - - - - - — (INCLUDES ATTIC 4 BASEMENT) FINISHED GRADE I ." . . .. f''n'- �� F"•" �.. '. i I I I I I I I I I INDEX TO DRAV4I N3 5 � ;:',t;" - I-- - - - - - - - - - -I i I I I I I I I I DRAWING No. L — — — — — — — — — — I I I I I ( I I I COVER 8 ELEVATIONS A-I - - - l I I I I I I I I I ELEVATIONS A-2 DE-11, VER,ED DEC 0 6 2021 FOUNDATION PLAN A-3 F I RST FLOOR PLAN A-4 L - - - + - - - I I I I I I I I I 2nd FLOOR PLAN A-5 p L - - - WALL BRAGINO 6 ROOF PLAN A-6 -� I p -f- L — J I I ( IJ SECTIONS 4 DETAILS A-1 O O - - - - - - - - - - - - - - -I NOTES A-5 dJ 3 - - - F- - - - I- - - - - - - - - -i — — — — — — — — — — — — — — — -r �I� - - - - - - - - - - - -I - — — — — — — — — �- - - - On �t _ I- - - - - � - - - - - - - L- - - - - - - - - - - - - - - - -�- -�- - - - -- - - - - - -I - -I- - - - - - - - - - - - - - � TJI-DETAILS A-�i O � • Z � m 0o O � � � vm FRONT ELEVATION D E C E � V E N SCALE I/4 I ftDEC ? 1 2021Ix 0 z Bul.raIWD :PT L1 TOWN OF SOUTHOLDN O v — QO � z Lu zT- <1 A� V �- _j aOL r- p I ry -JJ -J JU O N �Q O J DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER m - z z O p w_ n� LL O o L I I I If 111111 HII if If H[ 111 z p o C �- N o 4 } lU RA V Ml lu D-1 V m ujj' z Z Z <t OZw [A _ ow z ul p� OL Z LU �w `A ®O Q✓_ x, maQ REAR ELEVATION � � � p> X47 50ALE: 1/4" = 1 ft ll�) N Z Q z Q 1f. 8 ;S 4�rY . .riga'."R., �• fA ^ l ♦ � PRIVERED I;Ei 8 8 2021 O r 12 12 O NO U� r 00 8 12 - - - - - - - - - -12 z � Z Q ° d- 1.L1 W �- z - � z - - - - - - - - - - � ® 0 ® 0 ® - LU IL 0 DATE: FEBRUARY 2021 \ / REAR 4 SIDE SCE F—LF-\/ATI ON SI UF— EL E Y ATI ON ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A === 2 q 235# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER Z Z STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE O O RG05.2.6J A-� No. 15 ASPHALT FELT UNDERLAYMENT[RQ05.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2x8 [UG36]P.T. LEDGER SELF-ADHERING POLYMER MODIFIED f Z V [R50 x 4" GALV. LAG SCREWS AT Ib" O.G. STAGGERBITUMEN ICE SHIELD BARRIER[R905.1 2] ED 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES O 11 1 [R50�.2] 36" INSIDE EXTERIOR WALL LINE FOR> 8:12 SLOPES V Li-J '11'46" IL/ LL t(� 1/2" STRUCTURAL PANEL SHEATHING[R803.21 13 v/ 2'-0" 3'-b" R-39 CLOSED-CELL SPRAY FOAM (5PF) INSULATION p W 4'-b" 5'-6" 14'-0" 6'-6" O 4'-6" a w 14'-ID" 50LID WOOD BLOCKING z N DECK LATERAL CONNECTION [R50-7.Q.2] O O P.G. FT651MP50N DT-2 EGRESS WINDOW WELL N N - - - - - - INSTALL IM 8" CONCRETE STEM WALL ON CEILING JOIST 1� MANUFACTURE 16" x 8" P.G. FOOTING [� 1 _ SPECIFIC _ 5 r\ PROVIDE FALL PROTECTION DRIP ED6E [RC105.2.8.5] N BASEMENT ENTRANCE STAIRS O. �-- --- -O-}--- --} I (TYPIG -2) (TVP-3) �J S" REINFORCED CONCRETE RETAINING WALL - - - - - - (2)-2x8 P.T. GDR - _ _ _ _ _ 1x8 WOOD FASCIA 11 #4 REBAR AT 12" ON-CENTER EACH WAY _ -I L_ _ -I L I/2" GYPSUM WALLBOARD SOFFIT VENT STANDARD HOOK AND LAP INTO 16" x S" P.G. I _ _ I u- `'• DECK 8 ( _ _ FOOTING. 2" MIN REBAR COVER u� 0 DOUBLE 2x TOP PLATE (� VINYL 51DING. ATTACH THROUGH RIGID 0. ABOVE d� I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ! INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND x d I I AREAS AND TO RE515T A MINIMUM 28 psf �,/eR _ �-' -J - ►- - 444" 4 - - - 4444 - - - - -�' - - - J L _ J L�- -� I SUCTION LOAD (EXPOSURE B) OR 40 psf - - - - - - - - - --- - 4444 - - - - - - - - i (EXPOSURE G). 4 - - - - - - -- - - - - -- - - - - - - - - - -- - - - - - - - -- - - [R 11.-18] GONG PLAT I g36 CASEMENT i 2836 GASEMENT AND STEPS I EC3RE55 WINDOW GRE55 WINDOW d DN 13 F"15E-,5 >; PLASTIC HOUSEWRAP INSTALLED UNDER FOAM INSULATION. INSTALL AND TAPE ALL 5EAM5 PER - DR4 3 LL� [R3101 ENGY ESCAPE d RESCUE OPENING I L_ _ " MANUFACTURER'S INSTRUCTIONS [R-103.2] -- - - - - - - I3ob8 [R31O] -1 2x4 WALL STUDS AT I6 O.G. R-15 UNFAGED FiBEROLA55 BATT INSULATION O , I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO _ 4444 - - - - - - - - - - - - -- - - - - - - - 4444 - - ---I BASEMENT L - � GAP-HEAD NAILS WITHAMINIMUM 3/4' PENETRATION;SPACED 12 O.G. PERIMETER AND - r I 4" P.G. SLAB I �� ' I I R-13 2" CLOSED-CELL 5PF INSULATION 2x8 PLATFORM 0 i 5T IN SECOND I6 O.G. FIELD. � GAS A. 0. SMITH TER I I cv FLOOR PLATFORM(ALSO AT RIM i- NOT SHOWN) I I I � I/2" STRUCTURAL PANEL SHEATHING it &PVT 50 200 HW I z CAPACITY = 50 gal I 3/4" STRUCTURAL PANEL SUBFLOOR NOTE: LL I .-- 2x SOLE PLATE HOLDDONNS ARE N I- - - - I 3-i/2'� 5TL COLUMN ( 2x BAND JOIST O NOT REG2UIRED FOR x b"x12"x1/2" TOP PLATE _ �I 2x6 PRESERVATIVE TREATED SILL [U021 J-4- f z I I THIS PROJECT. " ON 4 o x4'-O x54"PDEEP P.G. FTG. 3 w/#5 REBAR AT 8" ON-CENTER EACH WAY I N �x 0 FLOOR JOISTS COPPER TERMITE SHIELD O O I I s CD (TYPICAL-4) I - H OVER SILL SEAL Q p I 11. -- 2x8 [UG3B] P.T. LEDGER / 1 .�!0. O I 1/2"(P x 4" 6ALV. LAG SGREWS (ENGINEERED DESIGN) [R50-7.21 I ` EXTEND SIDING TO WITHIN T OF FINAL cV I�Q ( I f f (3)-1.75x11.875 LVL GDR AT ib" O.G. STAGGERED I � _ _ WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS 2x6 J-{ p ! N [R403.1 b] IAT lr rc.c4- d m MINIMUM)Y d o. ANCHOR BOLTS SPACED NOT I 0. DOUBLE FRAME [- -] 1- - - - - -� r- - - - -� [--- - - - --� I AT STAIRS I I I I I I I I I 6REATER THAN 6 FEET ON-CENTER EMBEDDED ip I Q I I - -- I- _ i -- -- - ( NOT LE55 THAN-V INTO CONCRETE OR GROUTED FIN15H GRADE UNEXCAVATED I --' �---- -r- ___ __ _______ CELLS OF CONCRETE MASONRY UNITS. THE N I I I I I I ( I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND - I SEAM POCKET I I i I I I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR H (TYP-2) L - - - - J L - - - - J L - - - - J „ &1-41' 10-4 8-10' L - - - - -J 8-8 I I BOLT. THERE SHALL BE NOT FEWER THAN TWO �i1 � m WH I Q ( BOLTS PER PLATE SECTION WITH ONE BOLT j o f(1 Z fO J I LOCATED NOT MORE THAN 12 INCHES OR LESS f- o EACH ��" W i z X I I I 'n O END OF THAN THE PATE SEGLT ETIONS (WALLS 204rINGHES 0.0 N O }- z `�� d Q� N O 1z w •• iL 1 V_ O-1 W z in I _ - TOTAL LENGTH OR SHORTER SHALL HAVE NOT z tf1 z z_ _ z I I I 3 �' FEWER THAN ONE ANCHOR BOLT LOCATED IN THE -� Q [� iv )- d )� O t�t�� I I �p _ - _ CENTER THIRD OF THE PLATE SECTION AND J '" -� 3 Z Lu 0 SHALL BE ATTACHED TO ADJACENT WALL n Q 3�m v�z t' ' 0_Z r- Z Q O I I z I - I \ PANELS AT CORNERS AS 5H0 iTEM cl OFTABLE R602 3(I) Q <ry tl =F 14--1 > V u " N zQ Q I IO" POURED CONCRETE FOUNDATION STEM WALL u w' I I qq Ll 0WW' UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING N W I I i I I O lU tt a O> O } Q Q ll-d MINIMUM 3'-0" BELOW GRADE x 3 R-I I BASEMENT WALL BLANKET INSULATION (Y p v!X(x p z _ O , i I I �, I I I z 0- N X D_ - - - - _ - - -- I I P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL 0.d LL lY � O j V k ! N O < Q j,.�- 4444 - - - �1ll� I I I <M -A- O Z fY I I - tY O J I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS O 0. is HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR 1- tY pr I I WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O I [44444444 - - - L - - - - 4444 - - -I m I r - - - - - - '- - - I \{ � _ _ _ J �o ONE No. 4BAR NEAR MID-HEIGHT OF THEWALL N Z - - - - - - - - - - - - -- - -J I i I ( I I STORY;OTHERWISE, SEE PLANS [TABLE R404.1.20)] O N I EXPAN510N JOINT r 4444 - i- - - - - - - - - - - -� o L - - - - -- -- -- - - - - - - - - - --� ' I Q - = I DECK I o -- 4444 - _ - - _ - - - - - - - - - - - - -4444 - - dJ O O I N Q ABOVE I 4" P.C. FLOOR SLAB - )-2X8 P.T. G R -I -2X8 [Ur-551 P.T. LEDGER _ - POURED CONCRETE FOOTING `� 4444 - 4444 I _ i 1/2"(P x 4 GALV.LAG SGREWS AT 16 O.G. ON UNDISTURBED SOIL [R403.1] �„. f. ,,.,...,="z] :'s'•a P„1 6 MIL POLYETHYLENE FILM tip:, -�• J -- - -- L 5TA66ERED [R5Ol.q] ' - 4444 - - 4444 .�{ ' CONTINUOUS UNDER STEMWALL --aw.,� P.G. FT6 L2=2„ T` FIGAL NAL.L SECTION 22'-8" -f'-4" 12'-4" IO'-0" 17'-10" SCALE: NTS a,,. •� fx, ,ek �.". f;..�,�x 8„ DEQ VERED D`C 0 8 2021 4"x4" [UC4B] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON 0 12"(P x 6--0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON QJ 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM o 2 O MAXIMUM SUPPORTED LOAD AT T DES16N DEPTH = I8k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) (ENGINEERED DESIGN) A lil T�- A-Z O O n Z � m 0o O � FOUNI)AT I ON FLAN o N SCALE: 1/4" = 1 ft O O v z z �<Lu �- 0 N °-°v ~ O � o STRUCTURAL DESIGN NOTE Lu u a Z In accordance with the 2020 RGNY5; structural 3: � 0- Z WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and ~ 0- -( No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/Wood composite columns, beams, headers and < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: F- 1A N A UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and v lu X� B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sfj 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V ll.. C UNITED WINDOW 3900 TWIN,3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sfj 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design 1LI O D UNITED WINDOW 3900 TRIPLE 3050VGA 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf 150 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf[ 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT were designed in accordance with � to G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sq 70.25"x 50.25" H EYEBROW PiCTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE -� I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as walls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf[ CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N 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 N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNY5 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION p TYPICAL WALL SECTION P 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 P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed In accordance with ASCE "T-I6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR V(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER 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] where such elements occur In the plans, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DESIGN." A - 5 F NOTES INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION 3s'-o" GODS OF NEW YORK STATE O 2'-0" 10, Z O AUC RIOTS COMPLIANCE, This building was designed and shall be constructed to meet the 2020 EGGGNYS. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECTA_7 Department of Energy) and REM/Rate (Moresco) computer VENT GAS FIREPLACE. software was utilitzed to demonstrate compliance. All INSULATE dAIR-SEAL ALL mandator roviston5 of the 2020 EGGGNY5 - Residential WALLS, CEILING AND FLOOR OF W y p PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS SURFACESTHE ESHAL LB WALL Provisions are In force. IL, 8105.22 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TI03.a] SHEETROGKEI': AND TAPED. .i _ belief and professional judgement,these plans comply with the 14'-O" WALL SHIELD AND CEILING FIREST P CLOSED CELL SPF Ener God Furthermore,as a RESNET certified rater(I.D. O 5 ' e. ° CAULK SHALL BE CAULKED o .. W No. 261439'1), 1 certifythat these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] DEGK _ WITH GA HAVING A O 0I W lu MINIZ OSURE Energy Rating System (HERS)program. A signed certification INSTALL 2N m VERTICAL SCHEDULE b0 PVG CONDUIT 5/4x6 DECKING RATING CGOA1aCIAL VENT AS N 0 -_ - of compliance with the HERS program (HERO)will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS z - II _. .._. of the constructed budding to demonstrate compliane. OR GAPS AT EACH TERMINUS[E38023.2]. OUTSIDE COMBUSTION AIR Z - � O INTAKE, N N O O -_ O O G (V GYPSUM BOARD 36° GUARD [8312.1] 5-50O iZ301.1 CLIMATE ZONE: 4A Suffolk,NY ;...1 CONTINUOUS BEAD OF ------ ----- ------------------------- ----_ ------- SEALANT R4012 COMPLIANCE: This project compiles with 2) Section R405 L------- ---- ------------------------- oto oto T nn I r, i� I t I I I 6 6 SLDR 6 6 SLDR ;r •I ;:i - simulated Performance Alternative,and the provisions of (2)-3050ry tV GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." I i DW I i I J (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR Mandatory requirements: BASEMENT ENTRANCE r I I ___ _ ___ ______ 1 _ + -'-----'--------� -- J I R4or3 CERTIFICATE: Builder to post per Code. `� DOWN -> I I II II � _ O P P I l� iv I I WALL LINE ABOVE � pL CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 r 1_ H . 9'-I" ASF I I I z z I I O SEALANT AGH by HERS rater. See Table R4o2.4.1.1 In plans. PL TE Ht. A i i I I W tY I I I I j 8402.42 FIREPLACES: Factory built with UL 121 doors. _ i_-i -----------------Q ___,1ILI - R402.43 FENESTRATION: See window/door schedule CONTINUOUS MINIMAL KITG EN EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and hot water heating appliances to be direct vent with both - _ UNIT PERIMETER 9 pP 23'-4 I/2" 7'-O 1/2" Go® IO o pi Intake and exhaust pipes installed continuous to the m c i outside. ' 31/2" m p I I N � N I f WINDOW UNIT R402.45 RECESSED LIGHTING: IG-rated and labeled as I® ` having on air leakage rate of not greater than 2.0 cfm v w -- \ O I ! per Code. i ! R4025 MAX.U-FACTOR t SHGG: See window schedule. --------------- N u� d i I I I ui `� FAMILY ROOM �' - i I� R403.1 CONTROLS: See plans for thermostat information, i S aJ =I I cn I I 4'-3" I i= I tX I j I R403.32 DUCT SEALING: All duct joints shall be o "i I _ I__ l2 ip `� pl 1� mechanically fastened and sealed with duct mastic I I GARAGE I Q 1= ZI m CONTINUOUS MINIMAL sealant. Appply mastic to duct seams. 1 I - 1 I EXPANDING FOAM AT WINDOW 8403.33 DUCT 1E5TIN67: A duct air-leakage test Is not ty I F- 5" P.G. SLAB U I'-3 I/2" i I u g. UNIT PERIMETER required under exceptions i and 2. pI < PITCHED TO DOOR r ___ __ I ^ F I NOTE: cl-O CEILING HEIGHT JI 20 cfm CONT, TO ERY o R4033.5 BUILDING CAVITIES: Framing cavities shall not be 1 U cp Q 1 I I I = THROUGHOUT FIRST STORY 1 [MI505.4] ! , used as ducts or plenums. cV I O I I p L I I I n I CL R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N I N di L 1 --- _ mechanical system piping carrying hot water to on I I - -' Q i ^I x 25 cfm GONT, - -I N N R-value of not less than R-3. N I I x x j R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION N ` I WALL LINE , --{ o TO ERV I �' SYSTEM= Not In project. ' i I I 2a1 2870 [MI505.4] 1 r`n I SMOKE 8 G.O. I m CONTINUOUS BEAD OF pO I HEAT DETECTOR SELF-GLO5INO 20•-min I I= 7' x 7" P5L COLUMN 1 DETECTOR(TYP) 2410 SEALANT R403b MECHANICAL VENTILATION: ERV continuous rn 1 I N r - /� F.R. DOOR[R302.5.1] I (2)-i.75 x 11.875 LVL _ N I cv ventilation system specified to the plans exceeds the I {-}) I FLUSH HDR m �� S FOR minimum efficacy of 1.2 cfm/watt. �:d ® ® (2)-2x10 - --------------� ` I (2)-1.75 x 11.875 LVL FLUSH HDR HDR 8403.1 HVAC EQUIPMENT: Sized In accordance with AGGA - i L_ (4)-1.75 x I Lb75 LVL FLUSH HDR __ __ _- -_ - i lManual J and Manual S. m N (3)-115 x I6 LVL DROP HDR (ENGINEERED DESIGN) Y ------------------ - £ " ru (ENGINEERED DESIGN) BEARING WALL 2870 GYPSUM BOARD R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable _� -- -- - -r -- -- -- I lg I R403A SNOW MELT, Not In project. N (ENGINcERED DESIGN) �T I 2'.. 3 ® 2410 I +(-\� R403.10 POOLS AN SPAS: Not in project. _______________q � I 2x10 STUD WALL AT 24" O.G. i Pro I TECHNOLOGIES `J i I �- CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not In project. l l o I HVAC, R.A.G. CHASE II MODEL T7o5 i I I ADHESIVE 8404 LIGHTING: Builder to install high-efficiency lamps in at I p --II PROGRAMMABLE 20 cfm GOVT. TO ERV L--- least cIO% of permanently Installed fixtures. I I INTERIOR GARAGE WALLS: ( N -' GL u II THERMOSTAT [MI505.4] - I CONTINUOUS BEAD OF I I = N � I BATH = o t R-15 BATT INSULATION T o } o O SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was i " - -I N _ t N used to show compliance with the Energy Code. REM/Rote Q I Y� GYPSUM BOARD i, 2'- 3/4° - I I FOYER I N, software was used to model the building performoce - see _ I �- 2II OPEN TO ABOVE 1 .1 GARAGE CEILING. I I Q I O Q `J 2020 IEGG Ener Cost Compliance report provided with iv I I o „ m -11 - BEDROOM 4 u p Energy P p p x O I GYPSUM BOARD o 2 CLOSED-GELL 5PF Permit Application. RE5check was used to model the building cul I 241 - xi 7 w `JJ 1 �P g 1 [TABLE 8302.67 DINING ROOM '- U) I -A ; performance based on national standards - see RECcheck 1 I O r; 1 ETA � A , Gom Ilance Certificate and inspection Checklist provided with i - -11 _m � ----- O--- / Permit Application. p (2)-1.'75 x 11.8"15 LVL FJ ry4 3 I/2" 12'-5" 11 l0'-3 1/2" DZ I SHOWER F- V LU I v UNDER SECOND STORY WALL h1 PANTRY I N „ „ m u� � :p III I - O _ 3 I/2 - 3 1/2 11 1 (n W to li CONTINUOUS BEAD OF I in h I tr J-�1 v I cv III I r m 12'-7 1/2" - 5_O z W z SEALANT ---------------� q 7-4 _ --------- , 0 Z RU N ----------� 5068/(2)-I°68 5L I: Q. Z W - GYPSUM BOARD a 22'-r' I � - t o Q �- � r O,l z�. tu CD tt N m PORCH -- ------- WALL UNE ABOVE-----------A 2470 I Q '' t 0_ r' 0 LLI CD t - (3)-3°5° 5/4xb DEGKING (3)-3050 I 0_ UA > lY W CONTINUOUS BEAD OF A 3050 A 3050 (2)-1.75 x 11.875 LVL HDR (2)-1.75 x 11.875 LVL HDR J m (� Q n/ ; SEALANT O O 7) - - - 4x4 P.T. P05T O } �Q j Op (TYP-2) O _^ O V Q Q I CONTINUOUS MINIMAL PLATE Ht. 8'-5" A5F PLATE Ht. Q'-I" ASF i ) vi CS (� ' EXPANDING FOAM AT WINDOW ___ __ __ _ (] -.-� Q -, UNIT PERIMETER I t L, WOOD STEPS WINDOW UNIT(OR III WEATHER-PROOF DOOR) (2)-2x12 UPSET HEADER 6'-4" 10'-O" 6'-4" b'-6" b'-6" 6'-6' 12,-0„ �) 1 13'-O" 10'-O" I S'-6" ;t"� *• , f a;. I CONTINUOUS MINIMAL i EXPANDING FOAM AT WINDOW UNIT PERIMETER AIR SEAL I N/=, NOTES P 1. TABLE R402.4.1.1 .2020 AIR BARRIER AND INSULATION i INSTALLATION INSULATION INSTALLATION CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA ►•. `' r` r,�Y SEALANT CRITERIA A continuous air barrier shall be Installed In the A t.4 ii building envelope. General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-'t � ��L 'L�j fj;L� 2021 GYPSUM BOARD continuous air barrier, a sealing material. CONTINUOUS BEAD OF Breaks or oints in the alrbarrier shall be sealed. ADHESIVE The airbarder with thin any dropped c ny gaps fit in be I 'ST FLOOR�. � I `t aligned with the insulation and any gaps in the air Q I CONTINUOUS BEAD OF barrier shall be sealed. The insulation in any dropped cellinglsotfit -I Ceiling/attic :: r SEALANT shall be aligned with the air barrier. SCALE: I/4 = I f t - I Access openings,s,dro down stairs or knee wall a0 p 9 p I i doors to unconditioned attics aces shall be sealed. Q ,t _.- Cavities within corners and headers of frame 0 The junction of the foundation and sill plate shall be walls shall be Insulated by completely filling 2" GLO5ED-CELL 5PF sealed. the cavltywith a material having a thermal t� resistance of R-3 per inch minimum. W Walls Thejunction of the top plate and the top of exterior O O walls shall be sealed. Exterior therm al envelope insulation for O framed walls shall be installed In substantial Knee walls shall be sealed. contact and continuous alignment with the air O t 1 "'•� barrier. - Windows,skylights and doors The space betweenandf arming shall and v1 Iframing,andskylights and framing shall be sealed. - GONTINUOI6 SILL 5EALER Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. \ I I FULL WIDTH OF SILL Floor framing cavity insulation shall be p - O � O z i �/ instaliedtomaintain permanent „ ' / /' `' I� the underside of subfloor decking. Z 1 Q IL _ (� r, FOUNDATION WALL Alternatively,floor Pram Ing cavity Insulation 11 1 O a Floors including cantilevered floors The air barrier shall be installed at any exposed l l-1 Q shall be in contact with the top side of •,%; I and floors above garages. edge of Insulation. 11� ' ! I sheathing orcontinuous insulation Installed N IK t 6 /\ CONCRETE SLAB on the underside of floorframing;and J Q • Z extending from the bottom to the top of all STRUCTURAL DEVON NOTE W erimeterfloor framing members. IlC Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided Q W 'J ///, Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 ROWS; Structural Q� �- overla in ointsta ed. perm attached to the walls. elements such as engineered wood steel and Duct shafts,utility penetrations,and flue shafts steel/wood com osite columns beams, headers and Q /!' r '•�: %' `/\� Shafts,penetrations opening to exterior or unconditioned space shall be p ` OL r;;' ,•, sealed. girders that: r Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled V1 ' I) resist gravity loads, and v W Narrow cavities with insulation that on installation readily IL F- conforms to the available cavity space. 2) are not contained in the rescri tine desl n Garage separation Air sealing shall be provided between the garage p p g Q and conditioned spaces. !L provisions o e 2020 RGNYS; NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed light fixtures Installed in the building Recessed light fixtures Installed in the LL Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight CONTINUOUS AIR BARRIER ALIGNED WITH THE were designed in accordance with 0 THERMAL ENVELOPE. TH15 DETAIL SHOWS surface. and to rated. g �„ m TYPIGAL METHODS OF AIR-SEALING U51NG In exterior walls,batt insulation shall be cut ANSI/AWG NDS-2018 With 2018 supplement. 0 VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or I ADHE51VE5 AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as walls and feinestration CONFIGURATIONS NOT 5HOWN,SUCH AS conforms to available space,shall extend CANTILEVERS AND 5TAIRWELL5, SHALL BE behind piping and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed atexteriorwalisadjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Showerftub on exterior wall showers and tubs shall separate the wall from the shall be Insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist wind loads, and The air barrier shall be Installed behind electrical Electrical/phone box on exteriorwalls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design p p g FIRST FLOOR boxes shall be Installed, provisions of the 2020 RCNYS� PLAN HVAC supply and return register boots that AIR SE1-�L I NO I7ETA I L S HVAC register boots penetrate building thermal envelope shall a sealed to the ate building wall covering enveloorcellipe penetrated were designed in accordance with ASCE "1-16 wind by the boot. provisions and acceptable engineering practice. DRAWING NUMBER SCALE; 13/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is recommended by the manufacturer. Caulking or where such elements occur In the plans, they are Concealed sprinklers other adhesive sealants shall not be used to fill annotated "ENGINEERED DEVeN." voids between firesprinkler cover plates and walls or ceilings. A A-7 Z Z O p W I'-10 I/2" !X 1L 2'-51/2" IL 3'-9 3/4" 14'-2 1/4" 64" 614" r-------------i _ I I I Q 1 I Q t------------------- y I I I I # I OI HAZARD OLAZ INC [R308.4] O I O Ir ----(2)-3°5°------------------------ ------ --------- ----- ---------- HALL LINE BELOW I O �p 2x8 GJ AT 16" o.c. 4040 PIG I 4°4°PIG _ (2)-1,'75 x 11.85 LVL FL HDR I 7'-O I/2" (ENGINEERED DE51GW I I DOUE3LE WALL STUDS 5'-I" 5'-0" I I N BEDROOM B Q 2'-2" I 6'-9" 2'-5 1/2" w 1 m W.I.G. - `? 8'-0" G Ht fi) I N 2x8 PLATFORM _ Q 20 cfm CONT. w BATH I TO ERV N �, `) (M1505.41 J I O I m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] I ul I" 2410 v I T- M BATH 3-IOn i LENNOX HEALTHY CLIMATE ERV5-1-15-TPD ENERGY RECOVERY VENTILATOR 4'-0" -I - 20 cfm CONT. 4'-2 1/2" `) I 8'-0" G Ht TO ERV j Pro I TECHNOLOGIES I O INSTALL ERV UNIT IN CONDITIONED ATTIC. [MI505.4] PMODEL ROGRAMMABLE ---'--- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. \ THERM �/ OSTAT j m __--"'_-� ---------j d m I m I 1 5HOWER I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH 13UTTON CONTROL __-_----� INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL, i z ry --------- 2+70 2a1° 21"70 I I I _ I 36"GUARD[R312.1] _ _ _ - I I STALE AIR TO OUTSIDE AND FRESH AiR FROM OUTSIDE: 6" dia. DUCTS 7 LINr Q 2470 r // _ �� i CONNECTED TO HEALTHY CLIMATE NEATHERHOOD KIT MODEL 95P07 ® A.G. gE?URN `;� m 28'1° 21"7° I I it I HVAC EQUIPMENT IN ATTIC I� —_ � / j DETECTOR �4 6.0. HALL o N FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELI96UH070XE36B SLOPED x �— — — J I i STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 20184x510 GEILIN6 (2)-2x10 -'_ (2)-2x10 `p I I STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N46 I HEATING GAP: 64,000 Btuh;AFUE = 96.1 HDR HDR (2)-115x11.875 LVL FLUSH HDR __ (3)-1.75x11.875 LVL_FLUSH - I _� ALL DUCTS INSULATED TO R-4.2 N2�° BEARING WALL 21"1° (ENGINEERED DE51GW @- (ENGINEERED DE516W Q I i- INDOOR COIL: LENNOX GH35-308+TDR I" RIGID IN5UL7 7 ' SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: j OUTDOOR UNIT: LENNOX MLI4XGI-036-2306;AHRI 203374690ON ATTIC 12" x 12" AIR 36"GUARD [R312.1] ��r�� v i m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM I COOLING GAP: 34,800 Btuh;SEER = 15.10 AGGE55 DOOR _ TRANSFER GRILL 0 m X AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAN MANUFAGTURER'5 SPECIFICATIONS 02844 NN cy LAUNDRY IN GEILIN6 LU j Q Q 2x10 STUD WALL AT 24" O.G. I LUW(m Z I HVAG R.A,G. CHASE M S'T�R-BED OOM r o `? 10' Ht TRAY GEIL N6 i W.I.G. I Z Q<t Z DRYER EXHAUST p ;n `fl I — — J tf- O -1 W I DRYE WASHER OPEN TO BELOW I [Q - E R_-0 2 < 0 3 1/2" 3 1/2" I OL 03)- Z Z 6'-0 1/2° O' Ht TRAY GEiLINO 0 m 10'-0" cx 2°3° I >` J p ---------- I Q/ DOUBLE NALL 5TUD5 O i cV O x } � < N 5104 EYEBROW PIG I ry 0 Qin 3 1/2 Q I (V X Z Q 2610 12'-5" O I2'-5" I I q u _ (2)-I._5 x 11.875 LV_L HDR �p (2)-3°5° - N m I WALL LINE BELOW r a w (ENGINEERED DE516N) Tu - ------------------------� d (2)-305° O i 1-1 -WALL LINE BELOW -------� I I O I i -----------------------------7 -- ----------------------- w _- - L------------------------------ )ttJ/pp) 1 6-6 b.-610 6-6 21-61' 5'-0" ({ 61-4151-01, 101-011131-01, 151-( 4-r'-10" DEL VERED DEC 0 8 2021 SE(:..ONrI ) FLOOR PLAN � A SCALE: 1/4" = 1 ft O O A-7 O � 0IL0 tz (gym Mal v N zS< o — 50LAR-READY Ul Q �_ CERTIFICATE N O SKF- R- This home has STRUCTURAL DESIGN NOTE W j2A- incorporated features at V Z the time of Initial In accordance with the 2020 ROWS; structural <y E- < construction to enable the elements such as engineered wood, steel and < _j installation of solar steel/wood composite columns, beams, headers and OL electric. girders that: 0 N _ The solar-ready roof 1) resist gravity loads, and v W zone Is shown on this y 1L constructionplan excerpt 2) are not contained in the prescriptive design p� O GO I and is free of I provisions of the 2020 RGNYS IL �- O obstructions that would IL limit placement of solar were designed in accordance with 0 ir panels. ANSI/AWG ND5-2018 with 2018 supplement. O m J Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the Installation Of wirin between the g 2) are not contained in the prescriptive design 2nd FLODR electric service panel and SOLAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC, SERVICE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." A - 5 E3NL A BWL B BWL G BNL D i Z z O O i BWL I ------I------------------ -�---------- --_-,,:�., , -----.-..----- ---- j - 1 lu WA ... .H< p. w. ,ry, .r ROOF BELOW O 12-2 - __ ' LL LINE BELOW "" 1L 0; i `, 9 cV 1 2x10 RR AT'I6" o.c. 2x10 RR AT 16N o,c. o --- - J . ;�� � .� O' = i __.-.•..! `� _.. - ---- ..:J1 .>u;;.µ`:,::;" cV I O � ROOF BELOW , 4 '' O :9 W 1 1, _ N Q - J ' ,,- f ROOF LINE '� 9 N � m>,� 171 i : I _..,_ 1 , , Ila 3 1 ATTIC PATHWAY FOR SOLAR ELECTRIC LTIO3.Pi] --- , INSTALL 2"(P VERTICAL SCHEDULE 80 PVG r, _ _ } X I xb RR N 4 Al Q CONDUIT THROUGH ALL WALLS TO ATTIC, WITH - u� r (/ ... I y I TEMPORARY PLUG5 OR GAPS AT EACH TERMINUS - I jj o [IF - N i I AGGESS ROOF - - - Q /. z I _ S X ( X ' AGGESS ROOF -i - v_....„ , �,, 1.'75 x 14 LVL STRUCTURAL RIDGE X y POST RIDGE DOWN TO BEARING .... N HAL 1 R OR LE55 2x12 RIDGE 2x12 RIDGE; L AT 12'-0' ON GENT i' ---- EXTEND RIDGE TO BWL 2 ---- - ----------- -------- _ t I I BEARING WALL AT o -__-rr - f ( 1 ALL VAULTED _ 6' 4" 1 3'-6" 3'-6" I �'� 1 CEILINGS ROOF BELOW I_ .. 6 1 Q s 3 i SOLAR-READY ZONE [T103.3] �;�;,,(�rl.il,'. i�~"`:I.C7� PROVIDES 36" WIDE ACCE55 PATHWAYS �p FROM SAVE TO RIDGE WHERE SHOWN F [R324.6]. THE 50LAR-READY ZONE SHALL -. - w.. :..:..:_,....r Q Q REMAIN CLEAR OF OBSTRUGTION5 SUCH AS ,p O tY VENTS, ETC.[TIO5.4] N (TYPICAL-2) r N �� �� �? a 2x6 RR AT 16" o.c. SEC,ONE7) STOR'r SNL PLAN „ ..,.2x10 RR AT 16" o,c. 2x10 RR AT 16" o.c..... 50ALE: 3/16 - 1 ft - WALL LINE i E 2x10 RR AT 16" oz.. E 2x10 RR AT 16" o,c. - � PORCH ROOF BELOW � � �+8 .., ,. w,.. ,.,a.,.. .,.W..., m.h.,...,... s.... L LINE - - - - -- O l 1p ROOF LINE N (� tum �z WZ TABLE R802.5.2 RAFTER/CEILING JOIST HEEL -J V- o-J w a,b,c,d,e, g 4 �- � Oz JOINT CONNECTIONS z lu o z GROUND SNOW LOAD �` 11J d ® O /� (psfj 00 i�L. l� RAFTER 20f T30 0 ? < BWL E BWL F BWL G BWL, H 50ALE: 1/4" = 1 ft RAFTER SPACING Roof span(feet) n/ ry(3 <Q SLOPE (inches) 12 20 28 36 12 20 28 36 d 0 221-411 -8 38-6 Required number of 16d common nails"b per heel joint splices,d,e � Z 12 4 6 8 10 4 6 8 11 _ 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 Q 4'-10" 3'-D' 4'-4" ( 12 3 5 6 8 3 5 6 8 Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story 4.12 24 5 8 12 105 5 9 12 16w `�.`^,•"� ' --------------- -I �------------------------ -------- Numbered Lettered 12 3 4 5 6 3 4 5 7 ' -fig' , -t•` ' {;` ,1 I I j I 5:12 16 3 5 6 8 3 5 7 9 31_0 I ! �I , Wall Lines Wali Lines Comment Exposure Category 1. 1.00 Exposure B; 2-Sty "F{ht;° E su Cat 00 E sure 12 3 4 4 5 3 3 4 5 j`. 24 4 7 9 12 4 7 10 13 r: Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only Wall Height 24 3 5 7 9 3 5 7 9 `. ( 0.90 0.90 8'-0"' 7:12 16 3 4 5 6 3 4 5 6 -�' : «, . �•� ,� m I' iN Number of Braced Wall Lines 1,00 1.45 2; 4 } ! ; 12 3 3 4 4 3 3 3 4 ;. Additional 800 ib Hold Down 1.00 1.00 N/A >* - Al ' I 9:12 16 3 4 4 5 3 3 4 5 ���,w���-D DSC 0 8 2021 - -- - - -- - + ( 1 Gypsum Board Fastening 1.00 1.00 N/A 24 3 4 6 7 3 4 6 7 „ r , Wind Factor Total 0.882 1.279 12 3 3 3 3 3 3 3 O 12.12 16 3 3 4 4 3 3 3 4 r0 Braced Wal Bracing a II 0 T i Bracing 24 3 4 4 5 3 3 4 6 O I g Braced Wall 14 mph Wind Factor Tota Br ng O � � Line Spacing Required Required Length Status O �! Line Method p g q Total q g For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per O .fl [ft) Bracing (ft) Bracing Provided (ft) r p p � - II . 1 WSP 27.08 7.27 0.882 6.41 17.67 OK square foot=0.0479 kPa. p _ a a e 40d box nails shall be permitted to be substituted for 16d Z (� m 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK common nails. p p 0 A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailingrequirements shall be permitted to be reduced 25 eq B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. Q Y C GB 12.96 6.83 1.279 $.73 26.08 OK c. Heel joint connections are not required where the ridge is = N "• k. I' II supported by a load-bearing wall header or ridge beam. }- I D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK �-- - f ' d. Where intermediate support of the rafter is provided by z vertical struts or purlins to a load-bearing wall,the ' Q U- _ �- � Q m ' R tabulated heel joint connection requirements shall be O w p I I! 1 { {p� p proportionally N Wind Adjustment Factors-Table R602.10.3 2 187 permitted to be reducedto the reduction in _ i 1 Lauver Story e span. w OL Z Numbered Lettered Lettered Equivalent nailing patterns are required for ceiling joist z o2-49" 11 Wall Lines Wall Lines Wail Lines Comment to ceiling joist lap splices. X v BWL 4 -' ---------------- ---- - - _ _-_-_-_---0 2 6 ----- - ----------_-�;-_I-- --- f. Applies to roof live load of 20psforless. �-- � � N Exposure Category 1.00 1.00 1.00 Exposure B 1- - - I g. Tabulated heel joint connection requirements assume X Q I'-41' ^, , 7,.� T,7 �, .. = Roof Eaw-to-Ridge Height 0.98 1.00 0.99 9'-8"; 10'-0"; 9'-8" that ceiling joists or rafter ties are located at the bottom OL 4'-10" -t'-0" 4'-10" -' ' ' Wall Height 0.98 0.98 0.95 9'-8'; 9'-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are V Number of Braced Wall Lines 1.00 1.00 1.30 2, 2-GAR; 3-DWEL located higher in the attic,heel joint connection 11u 1 1 p __..____-_..._.,.,,..._..........,_.�:.,... ' Additional 800 Ib Hold Down 1.00 1.00 1.00 NlA requirements shall be increased by the following factors: )L FL LU Gypsum Board Fastening 1.00 1.00 1.00 N/A O H /H Heel Joint Connection Adjustment Factor I I I Wind Factor Total 0.960 0.980 1.223 HC/HR � j GARAGE DWELLING 1/3 1.5 N O 1/4 1.33 0 m Braced Wail 140 mph Total Bracing 1/5 1.25 v I,�'I 1�I Braced Wail Bracing Wind Factor F�iRJT 'CJ" TORI 5,V 4,4.-, FLAN`1 g Line Spacing Required Required Length Status 1/101/bless 1.1 Line Method Total 1.2 SCALE: 3/16 = 1 ft (ft) Bracing (ft) Bracing Provided (ft) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS W SP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK He=Height of ceiling joists or rafter ties measured vertically WALL BRACING 4 F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK I ROOF - -----"------------------i 2x EXTERIOR WALL Z Z I y I 0 - I I Ii Z _ - - - - ( - - - - - - - I R-30 BATT INSULATION O � - - - - - - - - - - - I I - - - ` - - - - - - - - - - - - - - � I STUD TO FLOOR J015T V lu 51MP50N COIL STRAPIL -----------------•- -------I--- -------------- I----------------------------------------------------------------� -------------------------------------------------------7 (4J-8d NAILS AT EACH END O ------------------------ IL CEILING - FAMILY BATH 1 MASTER BATH I 2x 50LID BLOCK B AIR-SEAL BETWEEN FJ w Z LAUNDRY I I I - - _.�._-- - - - - - - - - - - - I , 2x RIM BOARD � y I I I y > I >1 I I > 1 > 1 >1 >I y I I CANTILEVE015T Zk RED FLOOR JO O WG IT O O WASHER I i I WG I LAV. I I I LAV. I LAV. I I I � OSB VINYL SOFFIT TUB TUB p N I I I ( I FLOOR J015T TO WALL: 5HOWER I 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD I I I I I j 2x EXTERIOR WALL � - N 2nd FLOOR _ -------------- _-- --------- ------ -------- ----- --- --- --- a ALTERNATE WHERE FJ/STUD MI5AL16N5: ----------- ------------------------------------------------------ „ --t-- ------- 2" WW - 1-1/2" W 1-1/2" W 2" W H 2" W T FLOOR J015T TO PLATES: ( 22.W I I G.O. 2" W 3" W I G.O. 2" W 3" W I 51MP50N H2.5;(5)-Sd NAILS TO FJ,(5)-Sd NAILS TO PLATES -----------G.O�I--- I I PLATES H STUD: -------------------------------------------------------- ---------- ------------------------------------------------- i 51MP50N H2.5;(5)-80 TO PLATES, (5) -Sd TO STUD ----------- -- ----------------------------- l GEILIN6 l -- - - - - - KITCHEN -- - - - - - - _._ - - - - - - POWDER BATH i 2x ROOF RAFTERS AT 16" O.G. - -� U 1 SE 6ALV. HURRICANE TIE BETWEEN y y I yy� y j EVERY RAFTER AND THE ROOF BEAM I"— [SETA I L_ AT FLOOR 2x GEILIN6 JOISTS AT 16" O.G. V ' CANTILEVERS � SET 3AGJ HEEL OIN �GS USE ( OIN NAILS AT RAFTER ( I T CONNECTION KIT SINK I LAV. WG ( LAV. WG I t I SCALE: NTS ROOF BEAM (SEE PLAN FOR SIZE) N DW cn m I UG3L PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS TUB t 12" O.G. 5TA66ERED ALONG LENGTH I I I I 15t FLOOR VENTED VINYL SOFFIT 1x8 TRIM BOARD 2" IN 1-1/2" W 3" W 1-1/2" W 3" W 2"W t UPLIFT CONNECTIONS: C515 6ALV. GOIL STRAP G.O. 2: W G.O. 2: W 3" W G.O. 2: W 3" W I USE (2) AT EACH POST, TOP d BOTTOM I 5/4"x6" DECKING (4)-I0d NAILS AT EACH END -------------------------- ------------------------------- ------- --- ---------------------------------------------------------- -------- --------'-'-`-----------------------'---- ------------- PERPENDICULAR TO JOISTS CEILIN6 " (2)-8d THREADED NAILS OR G.O. `{ W 4" W 4„ W r - -! - -{iF A I (2)-No. 8 WOOD 5GREW5 AT 4x4 WOOD COLUMN q I EACH 5UPPORTIN6 MEMBER U63B PRESERVATIVE TREATED I [R507.7] REST DIRECTLY ON FLOOR BEAM 1 FLOOR BEAM (SEE PLAN FOR 51ZE) I FLOOR JOISTS UG35 PRESERVATIVE TREATED 1 (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IOd NAILS FL.UM15I NO RISER D I AORAM / I UG35 PRESERVATIVE TREATED I6" O.G. ALON6 EACH EDGE [R50)7.5] _/ 1 SCALE: NTS HOUSE TRAP TO APPROVED i SANITARY SYSTEM 6RADE i 4x4 WOOD POST BASEMENT FLOOR _____ 1 , U035 PRESERVATIVE TREATED ------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- PB44 HOT-DIPPED 6ALV. !�- POST BASE ANCHOR 11 1 J-,L-1 m uz.z 12"0 x 6-0" HIGH P.G. COLUMN WIITH (2)-#4 zd Z a VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTItN6 WITH (2)-#4 ASPHALT ROOF SHIN REBAR EACH WAY,REBAR 4" ABOVE (� F O ASPHALT ROOF SHINGLES OVER 15# FELT OVER • � " STRUCTURAL PANEL 5HEATHIN6 OVER BOTTOM w '�. tu 0 w 4 O w 2x10 RAFTERS AT 16" O.G. �� (K 1•U 1.75 x 14 LVL STRUCTURAL RIDGE R-34 6" THICK CLOSED-GELL SPRAY POLYURETHANE FOAM (5PF) IL >` V l 00 WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER(8316.4] d-1t� (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY(8316.6] TYF I GAL„ PORCH DETAIL_ p x - Q d 12 SCALE: NTS / N O <p R I ISO 7 TENSION STRAF: z WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP ! _ 2x4 COLLAR TIE ; Q AT 48" O.G. 6ABLE WALL INSULATION (OPTIONAL) CONTINUOUS: R-5 I-INCH RI61D FOAM XP5 CAVITY: R-13 2" 5PF SEALED ATTIC (INDI LGTLY CONDITIONED) 2° Soup (BEYOND 5EGr1GN) .�' WOOD BLOGKIN6 "4... 0~ 2x8 GJ AT I6" O.G. CD SMOKE d G.O. (°`►........ '�4v , MT530G STRAP=TIE ..� ° ~� DETECTOR IN ATTIC EAGH RAFTER re`s R}r` j/ :> o ° NOTE: ALL DUCTS SHALL BE 1-1/4" WIDE 20-OVA6E TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2 6YP5UM111,1.0 2x4 STUDS AT 16" O.G. INTERIOR SECOND STORY BOARD FIN15H GALVANIZED STEEL STRAP JEL EAGH SIDE OF WIINDOW ANDRAFTER TO STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECONDWRAP STRAP OVER RAFTER DOOR OPENINGS. INSTALL(2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN FLOOR PLATFORM. MIN. R-6 STRA.P FROM TOP OF TOPR-I5 UNFAGED FIBEROLA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC.(4) 8-d COMMON NAILS AT EAGH END OF STRAP oVINYL 51DIN6 OVER HOUSEWRAP OVER R-5, P XPS INSULATION z : PLATES TO JACK STUD. r CD CSC 0 8 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL 5HEATHIN6 G5-W5P MINIMUM LENGTH BELOW k{i `- IAN MANUFACTURER'S SPECIFICATION d '� u, HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD HALL LAUNDRY W.I.G. N N BOTTOM OF HEADER BEYOND SECTION (2)-135 x 11.875 LVL Qm DOUBLE-FRAMED 3/4" SUBFLOOR STAIRWELL (TYP) O O N 11.875 TJI-560 FJ AT Ib" O.G. R-13 2" 61-05ED-GELL � 5PF AT RIM J015T ci . v I I z ° e o o � � TYPICAL INTERIOR WALL - ° 2x4 STUDS AT Ib" O.G. I I (2)-1.75 x 11.875 1/2" GYPSUM "" t (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FIN15HQ O Y�" OYP50M WALLBOARD ON BOTH SIDES O MALL STU1� TO MALL STUD : ° ° `� m STRAP OVER OR UNDER 5HEATHING 1st FLOOR PLATFORM I I o a o 8-d COMMON NAILS AT EACH END OF STRAP R-13 2 CLOSED-GELL 5PF 2x8 PLAT (4) N WOOD FLOORING OVER I I Q } 3/4" PLYWOOD 5UBFLOOR AT RIM JOIST SEE NIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT 16" O.G. I I TENSION STfizA i NO < IL GROSS BRID61N6 AT MIDSPAN j= d 1/2" GYPSUM I I HA PANTRY �/�) /�` JU O I �10 O SILL CONSTRUCTION: BOARD I I AT r ti L.L. O� N I NL/� N Q S QC Q Q '� 2x6 P.T. (UG35) SILL ON TERMITE SHIELD FINISH I SCALE: NTS �� � < � Z ON SILL SEAL WITH 1/2" ANCHOR BOLTS (SEE TYPICAL WALL DETAIL) 5TAIR5 FINISHED FLOOR w v Z �- (3 x 11.8`15 �J )LVL 61RDER 1/2" GYPSUM FINISHED GRADE BOARD FINISH N v' N FINISH GRADE 0 h SLOPE 6" IN 10' MIN, AWAY FROM BUILDING (4)-3/8" LAG SCREWS J O V STUD TO SILL FLATF: o BASEMENT v w < NRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT - (INDIRECTLY CONDITIONED) LL w (6) 8-d COMMON NAILS AT EACH END OF STRAP ' p O FULL HE16HT R-11 BLANKET WALL , Li- IL O SEE NIND COMPLIANCE PATHWAY NOTES ON SHEET 8 dJ1 INSULATION AS MANUFACTURED BY c0 a O o �Fk/' GERTAINTEED CORP. ASTM E84 MAX. Kill777 FLAME SPREAD INDEX s 25 m .• '+.e. d e• a •_ ;< .• a BOARD SUM ;t MAX. SMOKE DEVELOPED INDEX 5 5013 .. .A FIN15H .. ° q 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB — DATE: FEBRUARY 2021 10" POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING4 DEEP SECTIONS # VERTICAL REINFORCEMENT: NOT REQUIRED FOR SAND 3 GRAVEL SOILS (GW, 6P, 5W,5P) w/#5 REBAR AT 8" ON-CENTER E.H. DETAILS HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY H I O H--KI ND UPLIFT STS'AFF I NO ONE TOP BAR WITHIN 12" OF TOP OF WALL SCALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING MINIMUM 3'-O" BELOW GRADE D G BER SGT I ON A NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft A -7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE5IDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE= All work shall conform to the New York State Uniform Fire Prevention and BulldlnQ Code - III NYGRR, TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 Bl11LDIN6 PERMIT: A building permit shall be Issued by the F- N WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit V - GROUND SEISMIC _ WINTER ICE BARRIER AIR MEAN ULTIMATE DE51ON WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. SNOW Speed Topographic Special wind Windborne Frost line HAZARDS https:llhozords.atcounril.org FOR THE PROJECT LOCATION: LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00310 W 12.5665° THI5 NEW RE51DENTIAL 5TRUGTURE UTILIZE5 RI06.3 DE516N PROFES510NALt A Certificate of Authorization Is ZO Q WIND DF-51ON15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-EN&INEERED WOOD CONSTRUCTION flied with The State Education Department entitling D'Amoro w 20 psf 127 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R30I.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveyng,P.G. ("Designer") to provide iL professional engineering services. However,the Designer has IY MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, O p THE OWNER 5HALL NOTIFY THE TOWN AND p R301.2(3)] AFFIX THI5 SIGN IN ACCORDANCE WITH supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATE60R"i : EXPOSURE B TITLE Ict NYCRR PART 1265. for work performance of the builder. The builder shall 0 Elevation Latitudetemperature COOIin Immediately notify Designer, In writing, if there is an w heating cooling factor g difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions andplany w 70 ft 41° North 150 99% outdoor DB 85° 1%outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(�3)] dimensions,especially with regard to existing cnstruction. Z N O MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (2a'-O" roof 83012.1 WIND DE516N: In accordance with Figure R301.2i(5)I3 wind '- Cooling temperature Wind velocity Wind velocity Coincident Daily range Winter Summer _ span, 140 mph, itch greater than 5:12) [TABLE R502.11] n humidity humidity p design Is not required. This building Is designed In O O difference heating cooling wet bulb y y WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. 0 10°F 15 mph 7.5 mph 72°F Medium 16"F to 25'F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf 83012.12 PROTECTION OF OPENINGS: This building In not located UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Wtndborne Debris Region. N OF ALL BRACED WALL PANELS [8602.3.5]. R301.2.4 FLOODPLAIN: This building Is not located In a flood hazard area. 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z R301b ROOF LOAD, Roof Design Load is based on the greater of the Ground Snow Load (20 psf,applied per A5GE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL - des► n corresponds to the 30 psf round snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,` OF FASTENER ° THiCKNESS DESCRIPTION',b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load cnditions. Roof Floor inches (inches) support (inches) (inches) R301.5 NOMINAL SIZES: Dressed lumber dimensions spec:lfied on 1 „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2Y2" x 0.113 ),or 4-8d box(2/ x 0.113 ),or � (LVL >�. I-olsts, g 1� Wood structural panels,subfloor,roof and wall sheathing to framing and particleboard wall sheathing to framing J glu-lams, etc) are actual dimensions. 3-8d common(2 72"x O.13 1")• or 3-8d common(2 y"x 0.131");or p g 1; p g g 1 Blocking between ceiling joists or rafters to top plate 3-1Od box(3"x 0.128");or Toe nail 21 Joist to sill,tap plate or girder 3-10d box(3"x 0.128");or Toe nail Staple 15 ga. 1 34 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS= All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails t t projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 / 3 6 are not fire-reslstonce rated. 8d box(2%2"x 0.113 ) 4"o.c.toe nail Staple 16 ga. 1 3/4 3 6 4-8d box(2%" x 0.113");or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 21/2"x 0.131" • or Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131")• or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass ,A finish 2 Ceiling joists to top plate ( )� Peraolst,toe nail 22 roof applications also t9 s Staple 15 and 16 a 2 having a FSI = 15 (req'd max. 200) and a SDI = o (re:q'd max. 3-10d box(3"x 0.128");or ( pp ) 1 Od box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ p g • 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail% 4 8 Staple 99 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceilingjoist not attached to parallel rafter,laps over 4-1 Od box 3"x 0.128");or 3-8d box 2%"x 0.113" ,or p g 4 8 INSULATION: Exposed insulation that Is not installed In p ( ) ( i " ) _, 3 concealed spaces having, substantial contact with covi 3 partitions[see Sections 8802.3.1,8802.3.2 and Table 3-16d common(3 Z" x 0.162");or Face nail 2-8d common(2� x 0.131 ); or zs s Staple 15 ga. l / 3 6 p � t'! 23 1 x 6 subfloor or less to each joist „ . Face nail /2 and/ surfaces shall have a F 1 s 25 and o SDI s 450. Sege plans R802.5.1(9)] 4-3"x 0.131 ) 3-10d box(3 x 0.128 ),or 0.097-0.099 Nail 2 1/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/"long Staple 16 ga. 2 4 8 R3o2.11 FIRE BLOGKINGt Ceiling joist attached to parallel rafter(heel joint) Use approved material to ftreblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3 y"x 0.135");or Staple 14 ga. 2/ e 4 8 around all penetrations of the floor and ceiling plans,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 %"x 0.162) Blind and face nail 0.113 Nail 2% 3 6 where otherwise specified by the 2020 ROWS. 4-1 Od box (3"x 0.128")• or3-16d box(3%" x 0.135");or 1 Staple 15 ga. 2% 4 8 8302.12 DRAFTSTOPPINGt Not needed for this project. 5 Collar tie to rafter,face nail or 1 %4"x 20 ga.ridge strap 3-10d common(3"x 0.148"); or Face nail each rafter 25 2 planks(plank&beam-floor&roof) 2-16d common (3Y2"x 0.162) At each bearing,face nail 1 0.097-0.099 Nail 4 $ 1?302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131t „ . project under Exception 4. ) 3-16d common(3/2„x 0.162 ),or NOMINAL MATERIAL a n SPACING O FASTENERS 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 4-1 Od box(3"x 0.128");or DESCRIPTION OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W N1102.4.5 with separation 3-16d box(3%"x 0.135"); or 26 Band or rim joist to joist „ End nail THICKNESS ' \ „ 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or (inches) Edges Body of panel 6 Rafter or roof truss 1.0 late 3-1 Od common 3 x 0.148 or inches p g• � V from Insulation per listing.( )' nail on opposite side of each rafter �_ � (inches) (inches) (inches) p pp or truss 4-3 x 14 ga. staples /6 crown 8308.4 HAZARDOU5 GLAZING LOGATION5t Tempered glass or 4-lOd box(3"x 0.128"); or ' 4-3"x 0.131" nails Nail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed in O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; � m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m O 4-16d box(3%"x 0.135"); or L w i Li 3-10d common(3"x 0.148");or Toe nail IOd box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R30q.1 GARA&E FLOOR 5URFAGE= Garage floor shall be 5-Inch Z Z Q dJ 4-10d box(3"x 0.128"); or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle 1p - - -a u- O--I w 4-3"x 0.131Sl1 "nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. (11 N = ZO 7 Roof rafters to ridge,valley or hip rafters;or roof rafter And: tape 8 ga., %long,%crown VV to minimum 2"ridge beam i =_ �_ • 3- 0d box 3 x 0.128");x1 2" ;or t i (finished flooring other than tile) 3 6 R310�Ea aR�> > e ESCAPE AND vert windSCUE ow units su is hed Z - O Z 3-16d box(3/ x 0.135 ),or ( ) Face nail at ends and at each splice / responsibility pp by w I :_ „ . ( 1/ lop x .121 shank x .375 head diameter corrosion-resistant comply dimensional requiremients for p y w @ (,% 2-16d common(3/ x 0.162 ), or End nail =_ _= g 8 8 emergency escape and rescue openings where required. 4 3-3 x 0.131 nails (galvanized or stainless steel roofing nails for tile finish 3-1 Od box(3"x 0.128");or (g ) g ( ) O I- m 3-3"x 0.131"nails 4-16d box 3�"x 0.135" or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8311.7 STAIRWAYSt Interior stairways shall be pre-assembled 0 X < Wall ( ); for the finish 8 8 wood units. The maximum riser height shall be 8-I/4 inches and N O < 28 Ledger strip supporting joists or rafters 3-16d common(3 Y2"x 0.162"); or At each joist or rafter,face nail ( ) the minimum tread depth shall be cl inches,plus nosing where 7- required. La 0 4-1Od box 3"x 0.128 ;or Plywood Provide handrails per Code. 16d common(3�"x 0.162") 24"o.c.face nail ( ) 3'�' 8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128");or 4-3"x 0.131"nails 13/4 ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above 3"x 0.131"nails 16 o.c. face nail „ , i „ 3 6 rade,and steps leadingthereto,shall have guards ghat 2-1 Od box(3 x 0.128 ),or 2-8d common y and%6 12/ga. (0.099 )shank diameter conform to Code. 29 Bridging or blocking to joist 1 „ „ , " Each end,toe nail 16d box(3%"x 0.135"); or (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga., Y/,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail R3I22 WINDOW FALL PROTECTION= Windows with sills less than 9 3"x 0.131"nails SPACING OF FASTENERS tt 3 is 1 y ring or screw shank nail-minimum a 24" above finished floor and greater than -12" above grade corners(at braced wall panels) /2� s, / /2 and z 6 8 shall be protected per Code. 16d common(3%"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Edges Intermediate 12%ga.(0.099")shank diameter 1� 16d common(3Y2"x 0.162") 16"o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENER2,b°` inches h supports" 1 y ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,,.+•r*vr•., 10 Built-up header(2" to 2"header with/2'spacer) smoke alarms,carbon monoxide alarms,and heat detection *.�'. ,.•�. 16d box(3%2"x 0.135 ) 12"o.c.each edge face nail (inches) 'Y32,s s 23 3 12%ga.(0.099" shank diameter 3 6 / /2 and/4 ) alarms shall be Installed at all locations shown on the plans. D� Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing "�*•"+« ' 5-8d box(21/2' x 0.113");or p g g p g g Sta le 16 a. 1 % 6 8 `"• Staple g � 8315 CARBON MONOXIDE ALARMS: Install at all locations � ��"� t „ . see Table 8602.3 3 for wood structural ane! exterior wall sheathing to wall framing] r "0c; I 1 Continuous header to stud 4-8d common(2/ x 0.131 ),or Toe nail [ O p g g] Hardboard speclFled on the plans. _ i ; 30 3/" �" 6d common 2 Ix 0.113 nail 1/ion run - moved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: p p I,' �� ' � � 4-lOd box(3"x 0.128") ( " ") 6 12f g ringg Y Lumbers specified In the tans .� � 16d common 3%2"x 0.162" 16"o.c.face nail (subfloor,wall) 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (1�.TJ shall be In Top p p p 1Od box 3"x 0.128" ;or I9 " - " 1 " f Staple 18 a /long(plastic coated) 3 6 Fasteners shall hot-dipped galvanl ed steepton. ��, ,1 P�• �r' '' r. • x, 'i ( ) ( „ ) 12 o.c.face nail 31 �2, 1 '� gOd common (31 x 0.148 )nail or 6 12 Particleboard steel bolts.o pp „ greater 12 To late to to late ( ) P 8 •� „ „ steel,silicon bronze, copper or f/2 diameter or ,�• 3 x 0.131 nails 32 1% - 1 6 12 '�(' 8d(2 Y x 0.131 )deformed nail a 4d ring-grooved underlayment nail 3 6 9 3 R401.4.1 6EOTEGHNIGAL= Footings and foundations shall rest on i ;_ Y2"„ Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soli with a minimum load-bearing value of 2,000 0 ] FRED DE 0 � ��21 8-16d common(3/ x 0.162"); or Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 12-16d box(3�"x 0.135");or t, 11/2 galvanized roofing nail, /6 head 3 6 3 6d ring-grooved underlayment nail 6 10 13 Double top plate splice (minimum 24 lap splice length 33 y structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %4" ion /s i 3 include 6W d 6P-gravel and sandy gravel;GM 4 6G-silty and 12-1Od box(3"x 0.128");or p g g Staple 16 ga., 1 /long,/crown 3 6 clayey gravel;5W d SP-sand and gravely sand;5M d SG-silty to each side of end joint) 3 and clayey sand. Unsuitable subsoil material encountered J 12-3"x 0.131"nails 1 / galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ O t- 34 2%2' structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %4" long 3 6 y2' a Staple 16 ga., 1 %long,%crown 3 6 with 5/4' crushed stone to a minimum depth of 8 Inches or AOBE. O 0 16d common(3%" x 0.162") 16"o.c.face nail t „ d 1 Y2" galvanized roofing nail; staple galvanized, 7 7 8402.2 CONCRETE: Basement walls,foundation walls,exterior O0 p d Bottom plate to joist,rim joist,band joist.or 35 / gypsum sheathing 1 y" long; 1 %" screws, e W or S walls and other vertical concrete work exposed to the tt) r 14 16d box(3Y2"x 0.135" ; or „ Type For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum O `- blocking(not at braced wall panels) ) 12 o.c.face nail d1 u- (� r- 3"x 0.131"nails s „ d 1 33/" galvanized roofing nail; staple galvanized, compressive strength of f o=3,000 psi at 28 days. Porches, O O 1 36 / gypsum sheathing s „ I s := 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage , Z (� m 3-16d box 3%"x 0.135" ;or 3 each 16"o.c. face nail 1 / long; / screws, Type W or S g P p floor slabs shall be air entrained stone concrete with a O 3 O 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. minimum compressive strength of f'c=3,500 sl at 25 days. O 15 2-16d common(2�" x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p p 9 p O blocking(at braced wall panel) 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. 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O �p Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. 37 4" and less 8d common(2Y2"x 0.131")nail 6 12 p p Pp s terns shall extend below the frost line, Ie.,to a minimum 4-8d box(2�"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-O" below finished grade. 3-16d box 3 " x 0.135" ; r „ - 8d common(2%"x 0.131 )nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. R4o4.t 1 BAGKFILLt ~ �0-' OL } ( ) 38 / 1 „ 6 12 Backflll shall not be placed against Z (� 4-8d common(2%" x 0.131"); or Toe nail 8d deformed(2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '1 days. Brace top -` Oi Q w0 - 4-lOd Sox(3"x 0.128");or �, lOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. Z O< Q _ 'd- 39 1 %" - 1 J4" 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using LU 00 W }- O� 16 To or bottom late to stud 4-3"x 0.131"nails 8d deformed(21/2 x 0.120 )nail RSo2.l WOOD FLOOR FRAMING= Load bearing dimension lumber � AC �••- p p the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - U 3-16d box(3%"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus LL Q LU Z For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s 1 ksi=6.895 MPs. E=2.0 x l0 6. W - 2-16d common(3%"x 0.162");or End nail � v - Z 3-1Od box(3"x 0.128");or 8602 WOOD WALL F3RAMING: Load bearing dimension lumber shall Q d V �t� a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum t _ tFFW--- `+• 3-3"x 0.131" nails p g TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL No.3 standard or stud grade lumber. f- °- �- < sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q X 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 a,b,e " d WALL SHEATHING USED TO RESIST WIND PRESSURES 8'102.3 GYPSUM BOARD: All Interior walls to be covered with 1� 17 Top plates,laps at corners and intersections 2-16d common(3 y"x 0.162 );or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,speckled and painted;unless otherwise 3-3"x 0.131"nailsnoted on plans. 0 b. Staples are 16 gage wire and have a minimum / MINIMUM MAXIMUM PANEL NAIL 6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN U w WOOD 3-8d box(2 Y2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„lr R703.3 SIDING: Exterior wall covering shall be vinyl siding tested y[ LL. „ STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed J w 2-8d common 2 X x 0.131 or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) Q 1$ 1"brace to each shin and late „( „ . )' PANEL SPAN SPACING with fasteners in strict accordance with the manufacturer's O p 2-lOd box(3 x 0.128 ),or Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind ex osure category Instructions for high-wind regions. Use stainless steel Halls for IL f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g �' fastening vinyl std on buildings located within 3,000 feet of LL 2 staples 1 3/" p g g g pp (inches) (inches) orches o.c. orches o.c. g � � � �`A p ) (� ) (� ) B C D the ocean line. N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less F- m 6d Common 1.5 24/0 / 16 6 12 140 115 110 9 O 3-8d box(21/2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 3 R5o2.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 y" x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and telling joists shall be J 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128"); or Face nail 'G sum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• yP S 8d Common 7 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 3/" long sheathing shall conform to ASTM C 208. (2.5"x 0.131 1.75 24/16 /6 RSob ROOF VENTILATION: Soffit vents shall be ovided with a 24 6 12 140 115 110 � h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(50 of the area of the DATE: FEBRUARY 2021 3-8d box 2 y"x 0.113" or vented space within the soffit. Attic Is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rao5.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall Pp Y g q g• g g p g p rP �' � "g pp 3-10d box(3"x 0.128");or be labeled to indicate compliance with A5TM D-'7155 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown, 16 ga., 1 %" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or o,or A5TM dance with the 1 Class manufacturer's instructions hall be fastened in achieve g p P 1P pP pYpY�' g p Face nail p g j inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" i. Where a rafter is fastened to an adjacent parallel ceiling oust in accordance with this schedule,provide two toe nails on 9• p p t1g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nulls when building within 3,000 feet of 4-8d box(2 1/2::x 0.113:= the opposite side of the rafter shall not be required. saltwater.);or Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY, All combustion air for factory-built 3-10d 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, fireplaces shall be provided from the exterior of the dwelling _ 4 staples, 1"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. In accordance with the UL Itsttng. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING 1 Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/z"")at abovemust stack over wall below)) Load bearin or braced/shear wall above �• Plate nail,16d(0.135 x 3 Y2") 12"on-center � 9 R • Plate nail, ent16d(0.135"x 3 Yz ) When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- 'InBlocking panel: 1/8"TJ®Rim Board,1 (must stack over wall below when present) u ALLOWABLE HOLES - TJ R Joists N • at 16"on-center at 16"on-center _ P � ® o No load bearing z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/2")at 6"on-center Y"TimberStrand LSL or TJI"joist. 1 O Blocking panel: Web stiffener wall above Yz"hole may be cut 1Ye"TJ®Rim Board, 1%" re uired on both Plate nail-16d(0.135"x 3Y") Min.distance from Table A Min.distance from Table B Y q Web stiffeners required on 2x4 minimum Web stiffeners DO NOT 1 TimberStrarnd® LSL or at 16"on-center* Blocking panel: anyw ere(n web out- , side of hatched zone 1Y8' Tim Rim Board, sides at A2W ONLY both sides at A3.4W ONLY cut or notch flange. Sheathing squash blocks required each side 11Y4"TimberStrand® LSL g TJI®Joist Floor panel nail- boundary nails, at B3W ONLY or TJI®joist O N 8d(0.131 x 2Yz")at 6"on-center* , 8d(0.131"x 2/z")a 1Ya"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y'e , Web bi stiffeners en both 6 O •• 6" O nail each side at A3._W ( B1 B 1 W �$ sides Of both joist 6" Lt 2 x D1 Di Closet grouped round L 2 x L V ' Toe nail-10d 0.131" 1 Y 9 P z z 2 6" 6" IL Toe nail, Toe nail, holes are permitted if w 1Y"TJ®Rim Board(A3lA3W When sheathing x 3")at 6"on-center ends at 84W ONLY No field cut minimum P minimum No i'letd cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/s", 12" Web stiffeners required DO NOT holes In (applies to all holes the group perimeter notes to holes larger 0 _J at 6"on-center at 6"on-center y) min. End of joists at hatched meets requirements for hatched + • u- 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cut holes in cantilever except knockouts) q then 1/ in For rim board thicker than 1/a centerline reinforcement. zones round or square holes. zones cantilever p W TJI®rim joist at nm board and B2W ONLY Web stiffener -Attach TJI Joist to rim board with one 10d(0.128'x 3") of support Z 3 Toe nail ens (0.131"x 3°> Table A - End Support W required on both Must have 7/a"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels maybe required pp * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O N Al Al W A2 A2W j p A3 A3.1 A3.2 A3.3 walls above or below-see detail 61 B3 B3W B4 B4W TJI® Z - - rim joist per A3 detail. nail from side of parallel closure into rim board. below-see detail B1 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W AV A3.2 A3.3 "For additional installation specifications see Rim Board A3.4 A3.4* DEPTH 2" 3" 4" 5" 8Y" 7" 8%" 11" 13" 2" 3" 4" 5" sy" 7" 8�" 11" 13' � tV O O Nail through 2x cantilever,wood backer and 110 11-0" r-s" 2•-0" 3'.0" 5'-0" 11-0" 11-6" 2'-s" T-6" 4•-6" (OV Weyerhaeuser installation Guide for Floor and Roof Framing,TJ-9001. 0 O O W Details and Installation in Weyerhaeuser installation Guide 11/8"TJ®Rim Board or 1%"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" t " Blocking J ( ) 9y„ 210 1•-0" 1•-s" 2'-6•• 3'-0" s'-s" 1'-0" 2'-0" 2's" a'-o" s'o" 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. 230 1'6" 2'•0" 2'-6" 3'-s" s'-s" 1'-0" z'-o" 3'-0" 4-s" s'-o" (� Q top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 V-s" 2'-0" T-0" 4'-0" 6'-0" r-6" 2'-6• T-s" s'-o" F-6" (V (V with connections equivalent to floor panel joist flange widths. 5so 1'-6" 2'-6" T-6' 5'.0" 7'-0" z'-0" T-0" 4'•0" 5'-6" 6'-0" 110 1'•0" 1'-0" 1'-s" 2'-0" 2'-6" T-0" 5'-6" 1•- " 1'•6" ' » 2'- " 4'-6° '-0" 6--O--1 # reinforcement length of TJ Is joist 8"diameter maximum hole for 11%"- 1Ys"TJ®Rim Board 1�"TimberStrand® schedule. 210 11-0" 1'-6" 2'-0" 2'-0" '-0" 3'-6" 6'-0" ,'-0" V-6" 2'-6" 3'•0" 5'-0" 5'-6" 6'-6° N ,' t reinforcement and filler ax deep blocking panels;6"diameter 11/s 230 11-o" 11-6~ r-0~ 2'-s" T-0" T-6" 6'-s" V-0" 2'-0" z'-6" T-6" F-s" 5'-6° T-0" ILI 4'-0"length of " 7 block.Use 4'-0"length maximum for blocking panels 9Yz"dee LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist '" � - g 8 diameter maximum hole for 11 et- g g P p with one 8d(0.131 x 2/) 360 11-6" 2'-0" 3'-0" T-6" 4'-6" s-o^ T-0" 11-6" 2'-6" 3'•6" 4'•6" 6'-6" 6•-6" T•6" (� 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 117/"TJI® or shorter than 12"long. one each at top and bottom flange. " ' 5so ,•-s" z'-6" 3•-0" a•-o" s•-s^ s'-o" a'-o" 2'•s" 3'-6" a'-s" s'-s" 7•-0" 7'-s" s'-o" 1•--1 8"diameter maximum hole for 11 one side at E2,both " Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 7 „- maximum for blocking panels 9/z joists. 9 1 PP 110 11-0' 11-0^ 11.0" 11-0" 11-6" z'-o" 3•-0" F-6" 11-0" r-0" 11-6" 2'-0" T-6" 4'-0" 6'-0 8'-0" Web stiffeners /8 16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(omen0.131 x ") Horizontal blocking uniformly 210 17•0° 1'-0° 11•0• ,••6" z'-0" z'-s" 3'-6^ V-0" 1'-0" 1•-0" z•-0" 2'-s" a-0^ 4'-6" 64-6• 8'-6" Load from above required en both diameter maximum for blocking 1Y"TJS Rim Board 1Y4" nail at each comer 1 Do not cut flanges. panels between each loaded joists 14" z3o r-o^ r-0° ,'-o° 11 " r-6" r-s" a'-o" T-o" 1'-0" r-o^ r-o° 3'-°" a•-o" s'-o° r-0° s'-o^ -^ sides at E1 ONLY panels 9/z"deep or shorter than TimberStrand®LSL. Nail with joist.Nail to top plate with only, 360 11-0" 1'-0" r-6° 2'-6" 3'-6" 4'•0" 5'-6" 8•-0" 1'-0° 11.6• 2'-6" a'-o" s-o" 6'-6^ a'-o" 9'-6^ v ) 12"long. 10d(0.131"x 3")nails,one 12"length of%a" connections equivalent to Wood ik Ott` 560 11-0^ r-0° z'-o" 3'•0^ a'•s" F-o^ s'-s" s'-o" 11-6° 3'-0" a'-o° s-o" 7'•0" T-6" 9'-0" 10•-0" Y16" Do not cut flanges. 1Y8"TJ®Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer a �e� o���� 210 1'-o° v-0" r-o~ 1'-o" 1'-0» r s" r-s" 3'6° 6'-0" r-0" r-0" 11.01, r-o" 3'-6" 6•-6" 8'-0" 1 r-0" O TimberStrand® LSL.Nail with one side at E5, 3 „ e5 t\ti`v ds 1s" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 1'6" 3'-0" 4'-0" T 0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-s" 4'-0" T-0" 9'-0" 11'•0" 10d 0.131"x 3" nails,one Attach reinforcement to 12"length of/ �ttt`yet as \oa iso ,'-o° r-o~ ,'-o" r-o" 2'-s" z s° a'-6" 6'-s" 9'-0° 1'-0^ r•o^ 11-6° 3.0° 5'-0" 5-6~ s'-o^ ,0'-0~ 11'-6~ ( ) both sides at E6 '`Iv •e tit` ----T- / To- each at to and bottom flange. Full depth vertical reinforcement on one side aid go 5so ,'-o• r-o° 11-0" r.o" s'-o• r-s° ,o'-o" 1'-0^ z'-o" 3'-0^ 4'-6" s'-s" T•o^ -o" ,r-o^ p g joist web with 3 rows P ca �r as 10d(0.148"x 3")nails at 6" g at E7,both sides at E8 F1 et`9 _ • blocking between � a•• 5" s" T' a" 10^ 1z•• 15'• 17" a" 5•• s" 7" e" 10" 1z" 15" 17•• Attach reinforcement on-center,clinched.Use 2 each joist 1B„ 360 11.0° 11-0° r-o" r-0" 2'-0" a'-0" 5'•s" 10•-0" 1'-0' 11.6° 3'-0" a's" s'-o^ to'-o" 111.0" ,3'-6• 2x4 minimum 0 „ O O Less than 5" to joist flange with 2' tt` rows with 9Yz and 117/" Less than 5" E7 E8 5so r-o" r-o° ,'-o" 11-0° z'-0" a'-s• T-0° „'-o° z'-o" 3'•s" 5'•0" s'-6" s'-0" ,r-o° ,2'-0° 1a'•s squash blocks p 8d(0.131"x 2Y2")nails at 6" ak`M TJI-joists. iso r-o" 1'-0., r-0" r-0" 11-0" r-o^ 4'-o" 7'-0" 101-6^ r-o^ r•o° 3'-0" a-6" 8'-0" „'-s~ 1a'-°" ,F-s^ ® rL' Ott` t(` O 1 Gap*. WEB STIFFENER ATTACHMENT 20 5so r•o° 1'-w 1'-0" r-o• 1'-0" z'-o" a'-s" s'-o" ,r-6" 11.01, r-s• 3'-s" 5'-0" r o" ,o'-s" 13'-0' 14-s° ,s'o~ 1Ye"TJ Rim Board or •`ta on-center.When reinforcing E5 E6 1- /� CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Y8"minimum transfer load around TJM hist horizontal E4 , " ® • 2Y44"maximum Table B - Intermediate or Cantilever Support J E1 E1 W Nail with each (0.131"x 3") E2 E3 Not for use with 3/z TJ! Joist flange widths l Minimum distance from edge of hole to inside face opearest intermediate or cantilever support nails,one each at top and (1y"for TJIm Nailing: pPoH bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI0 joist blocking with end DEPTH TJKA 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" blocks installed at joist-span Web stiffener both sides. adhesive to all Y p See sizes below. *With int load from above,and no support 110 2'-0° T-6" 3'•6" 4'-6" T-6" 1'-6" 2'-6" 3'•6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations usingp° pp g contact surfaces below,install web stiffener tight to to flange 9y" 210 2'-0" 2'-6" 3'-6" 5'-°" 8'-°" 2'-0" 3'-°" a'-°" 6'-6" T-s" 7'.6- Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang g P g be a,minimum of 60% g g Flashing two 8d(0.113"x 2y ) Tight fit (gap at bottom flange) 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0° 3'-6" 4'•6° 6'•6° 7'-6" olJolst depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-a' 4•-0" 5'-6" 6'-6• 9'-0" T-0•' 4'-6" 5'-6" T-6" 8•-c" nails when possible. flange with face mount hangers). at` „ Web Nailing Requirements 566 3'-6" 5'-0" 6'.0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'•0" 9'-0" P g p j Treated 2x_ o`y�sQ 2/ screws, TJI®Joist Series (in.) Stiffener e Type Number Nails 110 r-o° 11-0" r-s" 2'-6" a'- ° '-6" 11-01 11-6" 2'-s" a'-o• T-0" 7'-0" 9•s" ' Clinch nails when possible. ledger �1 a YP ( ) YP g (t` End Intermediate 210 1'•0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" l'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'•0° 11%" 230 1•-0" 2'-0" 2••6" T-6" 6-0" 5'-6" 10,_0» ,'-0" 2'-6" 3'•6" 5'-0" 8'.6" 9'-0" 10,_6» See fastener � „ , 110 All 5/"x 25/s""' 1/a TJ®Rim Board or 1/a" 360 2'-0" T-0" 4'•0" F-6" T-0" T-6" 11.0" 2'-0" 3•-6" F-0" T-0" 9'•6" 9'-6" 111-0" table below.Maintain 210 All 3/a"x 258"c+, 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230 360 All 7/"x 25/6n(, (0.113"x 2y") 3 3 110 1'o" T=0' ,o" 1'-0" z-0" 2'-6" 12'-s" s'-s" 1=0^ ,'-0^ 6-0° 2-0" 15'-0^ 16'-0' is-0" ,z'-o" hanger Option#2: " edge of ledger to fastener. 2x_strapping installed at% 16d 210 1'-0" 1'-0" ,'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-8" 6'-0" T-0" 10._0. 13,_0» Face mount Backer block joist-span locations using two 2 560 All 2x4(z' 1 „ 14" 230 11-0" 11.0" 11-0" 7-0" 3'-6' a'-o" 6•-0" ,o'-s" 11-0^ 11-0" r-s" a'-o" 6'-6" 7'-6• ,11-0" 13'•6" both sides of web Allowable Load lbs 0.135"x V2 ) hanger Yz"screws per joist,typical ( 360 r-o~ r-o• 2•-0" 3'-6" 5'-6• s•-o" 8'-6" ,z'-6" r-o" r-o° a'-o" 5'-6" s•-o° to•-o^ 111-o" ,a'-o" g ® Fastener 1Y4'"TimberStrand® 1y"TJe Rim Board 18" 4 4 560 1•-0" ,'-0" 1'-6^ 3'-6" 5'.6 V-6" 9'-6° 13'-6" 1'-0" 3'-0" 6-0" 7'-0" 10'-0" 11•-0" 13•-6" 15'-0" with single TJI joist LSL rim board 16d Option#3: 560D 20 2x41=, 5 5 210 11-0" 11.0" V-0" 11-0" 11-0" 11-0" 3'-6^ s'-o" 10.0» r-o 11.01, r•o^ r-s• a'-6° 5-s^ 10.0" 12'-6" ,s'-o" Web stiffeners required if sides of Y2•tag bolt 610 480 Direct) applied ro, 0.135"x 3y") 6 11 230 1'-0" 1'-0" 11-0" 11.0" 11-6" r-o" 41-0~ 6'-6. 11'-0" 11-0" 1•-0" r-o" r-6• 5'-0" 6'-0" 10'-6. 13'-6" 16'-6" H1 hanger do not laterally support at H2 With top mount hangers,backer block required only H3 y pp d ceiling 22" ( 1s" 3 ® for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 360 ,'-0" ,'-0" 1'-0" 1'-a' T-0" 4'-0" 6'-6" 10'-0" 13'-s" ,-o" 1'-°^ z'-°" a'-o• 7'-s^ s'-s" 13'-0" 14'-6" 17'-0" O least/"of TJI joist top flange O n T O PB1 When specified on the layout, one of W (1)PS1 or PS2 sheathing,face grain vertical 560 11-0" 11-0• 1'-0^ 11-0" 2'-6" T-s" T-0" 11'-0" 15'-0" 11-0" 11-0 3'-6~ F-s" 9•-0" 10'-0" 14'-6^ 16'-0" 18'-o" conditions.For nailing requirements is see page 5, J the bracing options above is required � a'• 5•' •• 7" - 1 •• 9001 Weyerhaeuser installation Guide for Floor and O g p q (2)Construction grade or better 6 8 0 1z" 15•' 17" a" 5" 6" 7" a•' 10" 12" 15•' 17" �r 3 Web stiffeners are always required for 22"and 24"TJIo 5600 Joists 360 r-°" 11-0° ,'-o° 11-6" 3'-0" 6••0" 9'-0^ 1F-o" T-0" 11-6" 4'•0° 6'-6" 9'-0"j14'-6- . '-0" 14'-s" 1s-6" Roof Framing,TJ-9001. q 1a 560 11-0" 11.0~ no" ,'-o" 2'-0^ 6'-0" 10-o" 16'-6" r-o° 3'-6" s'-o" s'-6" BEAMDETAILS FASTENING of FLOOR PANELS 360 11-0" V-0" 11-0" 11-0" 11-0" 3'•0° 6'•0~ 111-0" 15'-6" 0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 1s'-6" 19'-0" 21'-0" 1 Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-o" 11.01, vat 1'-0" 1'-6" 5'-6" ,2'-0" 16'-0" 1'-0" 1'-0" 3'-0" 8'-0" 8'•6" 14'-0" 1T•6' 19'-6" 20'-s" „ 1 ` m O TJI®(1112) Rim Board 1y.. TJI1;'Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. j(- Nail Size 110,210, 360 and Ys"TJ®Ri 1Ya" TimberStrand®LSL Microllam® Parallam® 9Yz"or 9Yz"or 14"or gy"or 14"or 18"or • Leave Ya"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. JU 0 z 1 z BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 14"or 18"or j BEARING AT WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL P 117 „ 14�" 11%" 16" 11/s OR WINDOW HEADER 11/" 1s" 20" 1s" 20" • Tables are based on uniform load tables In current design literature. _ CONNECTION CONCRETE WALL g � � Z Q t1- to 1X 3 . 1 » _ 1 8d(0.113"x 2Yz"),8d(0.131"x 2Yi") 4" 3" 6" 4" 3" 3" 3" Filler Block t11 2x6+/a 2x8+8" 2x6+/ 2x6+y" 2x12+y" Two Two Two -I 0- O�lu W 1/8"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 maybe located! _ 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 1Y4"TimberStrand® LSL or is not continuous Over ( ) ( at the center of the Joist span provided that no other holes occur in the Joist. ,- 0) r•- Q Z blocking for lateral support header Cantilever 2x6 2x10 2x6+3/^ 2x10+3/8' 2x6+yz' 2x10+y" N g p P 16d(0.162"x 3y") 6" 6" a a 8" 6" Not Z 111 - 3 Filler long long sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams < 0-z 1 o 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 6'-0"long 4'-0"long 6'-0"long � � �_W ® O panel edges)for diaphragms.Fastener spacing for TJI 0 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams OL 0_ Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI e joists. s „ s " 3 „ J (Detail F1 / or 4 / or/a /s or 1"Net 2x6 2x8 2x12 (v 7 J m plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2" staggered.over -- over column ( ) ( ) spacing g gauge P or H2) 2 x diameter of the 3 With 10d 0.148"x 11/" nails,s acin can be reduced to 3"on for light au a steel straps. 0 > Q Top mount 4 Can be reduced to 4"On-center if nail enetration into the natTOW ed a is no more than 1 %"(D avoid s littin ((1)If necessary,increase filler and backer block height for face mount hangers and maintain/e" ap at top ofjoist;see detail W Filler and backer largest hole(minimum) Q •� ( ) P 9 t splitting). block dimensions should accomodate required Harling without splitting(12"mrnimum forbacker bbcks and 24"mrnimum for filler blocks). (� Q hanger (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 V! �Z < Q Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Column Face mount 9 9 P g g q g g p 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. 0 0 literature for framingconnectors ■Nailing rows must be offset at least Y2"and staggered. Z ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI®joist or rim board Is achieved. • o 0 0 0 1.55E TimberStrand®LSL - ■Maximum nail spacing for TJI0Joists is 18"on-center. Joists must d laterally Supported c Header at Beam MaximumHole S;Reund (� cantilever and end bearings by blocking 9'/a"-M" 3" -1 panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams ® . a rim board or rim joist. 8" 11J!y"-11?/" 3%e" Fastener Installation Requirements TJI joist framing does not O 14"-16" 4j'" require bridging or mid-span E1 General Notes See illustration for allowed hale zona .r•,"""ttr•-,s Pince #of Fastener �;:.+•. r+ blocking • Allowed hole zone suitable for headers and beams with Width Plies Types" Min.Length #Rows O.C.Spacing Location When fasteners are required on both g O • `l'•`' •;» uniform and/or concentrated loads anywhere along the member. y, +•*•°••. ` t�, sides,stagger fasteners on the second . Round holes only f f�ws:• r+at ,r.Jt�yr 10d nails 3" 3 • No holes in headers or beams in lank orientation. G, , ,:r2i BEARING AT 12" side so they fall halfway between _.,.. � �,,*.•.,,• ,r e• " COLUMN 2 12d-16d nails 3 Y4" 2(2' One side fasteners on the first side. P Screws 33/"or 3Y2" 2 24" H2 Other Trus Joist® Headers and Beams 10d nails 3" 3(2' DO NOT bevel cut%fst l •t s s�1<t ,*~.. f ;:•- 12" Both sides AlO Rim board joint 12d-16d nails 3 Y4' 2 EZ between joists 211 beyond inside face of wall. Microllam® LVL B LI • °`' P', t, 3 1 DO NOT Overhang seat cuts 1.3E TimberStrand® and Parallemo PSL 13/4" 3%8"or 3Y2" Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth ft"a, q,f• " Screws 2 24" Load must be applied evenly across 3' face ofsu ort member, largest hole(minimum) �.0,-> "t f''°'r�"•' 5" One side entire beam width.Otherwise,use pp =..�* _. Verify column capacity 10d nails(" 31' 3(2, connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12" (per I VERED DEC Q 6 2021 One side holes in headers or beams VER - L5 length.See current 4 12d 16d nails"' 3 Y4° 2a, (P ply) d except as Indicated in Weyerhaeuser literature. 5"or 6" Both sides o o a illustrations and tables. Screws 2 24" Multiple pieces can be nailed or bolted together to CS One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 0 Screws 5"or 6" 2 24" Both sides maximum width of 7" 1%"TJ®Rim Board or 1 4" Parallam®PSL Header or Beam Maximum Round � L3 TimberStrand® LSL. allowed hole zone Depth Hole Size O One Side A2 middle y span 4%" 1" O IZ- 3Yz" 2 6 3/a" t Y2"bolts 8" 2 24"' - a '. d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". 61 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4"- '011 12" O t COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone IL n t (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 O O m t BEAM ON 62 • Allowed hole zone suitable for headers and beams with uniform loads only. O • Round holes only O ` � COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 No holes In cantilevers. H v m • • No holes in headers or beams in plank orientation. O� 11/8"TJ®Rim Board or (Load bearing wall above) --yy-- _ ® Joist may be shifted up to 3"if Use B1 or B2 at -1- 0 WARNING °� ' 1Ya"TimberStrand LSL. One 10d(0.128"x 3") floor ane)edge is supported O � O � � Z (� nail into each flange P g pp B4 intermediate bearings One l e (0.113"x rive and span rating is not exceeded. With load bearing or Joists are unstable until braced laterally Z Q nail each side.Drive Do not cut joist flanges. L� nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: O least 1y"from end. from above O w O P1 • Blocking • Sheathin JK • End of joists 9 Strut Linos � � U � O 3Yz"minimum at centerline L2 • Hangers • Rim Board • Rim Joist < of support COLUMN BASE 3 " g intermediate bearin Also see detail B2 W 1 i minimum end bearing 5/"may be required single-family applications Y q -)- for maximum H1 Shear transfer.Connections equivalent capacity ° ��Q to floor panel nailing schedule . h, ty x ® ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building < Rim to TJI Joist 1Ys"TJ®Rim Board, ® until braced. that are lying flat. materials on unsheathed - N TJI 560 rim joist:Toe o Y g V W Additional joist is required if 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") 0 o INJURY MAY RESULT. joists. Stack only over - TJI®110 rim joist: nails,one each side of floor panel edge is unsupported L4 : .. or if span rating is exceeded. .• •, ••,. .. Exterior Deck WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail TJI@ joist flange TJI®560 : :' . , ° ° LA DO NOT usesawn Lack of proper bracing during construction can result in serious O Q into each flange floor joist Attachment accidents.Observe the following guidelines: O lY 9 J ��� ..:•..: •:'' :., . /umber forrim Structural 9 TJI®210,230,and 360 rim °,4 board or blocking, g 9 l pp ®joists must be completely installed and properly nailed. LLL INSTALLATION TIPS .:� ° sheathing g 1.All blocking,hangers,rim boards and rim at the end supports of the TJI p y' p p y (� ELEVATED joist: ° 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 •Subfloor adhesive will improve floor performance,but One 16d 0.135"x 3 " nail P P o after Installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba N COLUMN BASE ( g Y ) use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braed end wall or sheathed area(as in note 2)and to each y !- m 1%a"minimum bearing into each flange may not be required. ° Top View joist.Without this bracing,buckling sideways Locate rim board%olnt between%olsts. ° Safety bracing(1x4 engineered/umber. 1 g, g or rollover is highly probable under light construction loads-such as a O •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and 02).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. ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges, of a TJI®joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at extended to a braced end wall. 6.The flanges must remains traight within tl2"from true alignment. 1Y6"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: FEBRUARY 2021 TimberStrand® LSL. 12"on-center 1 •• Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this ";�-y;,;�_•�,�: ,:�� two 8d(0.113"x 2/ )nails minimum 9� g. 9. g g P g P 9 •When joists are doubled at non load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-JOIST DETAIL5 grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). 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. O 2014 Weyerhaeuser NR Company. All rights reserved. 1Y2" minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This 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 == 9