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Home My WebLink About45750-Z �o�QS�fF�U Town of Southold 6/29/2022 P.O.Box 1179 o _ 53095 Main Rd y�jal �ao�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No:, 43193 Date: 6/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 80 Ryder Farm Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-24.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2021 pursuant to which Building Permit No. 45750 dated 1/28/2021 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 partially finished basement with bathroom, covered front porch,rear covered porch and attached garage as applied for. The certificate is issued to Esteves Holding Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1351 6/9/2022 ELECTRICAL CERTIFICATE NO. 45750 2/19/2021 PLUMBERS CERTIFICATION DATED 3/30/2022 An y Cuocc 44z gnature � z TOWN OF SOUTHOLD �o�gUfFelp�oGy BUILDING DEPARTMENT _ C, 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#: 45750 Date: 1/28/2021 Permission is hereby granted to: a Esteves Holding Corp - 80 Sunset Ave Selden, NY 11784 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 80 Ryder Farm Ln, Orient SCTM #473889 Sec/Block/Lot# 15.-5-24.31 Pursuant to application dated 1/14/2021 and approved by the Building Inspector. To expire on 7/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,392.00 CO-NEW DWELLING $50.00 Total: $2,442.00 Building Inspector OF SO(/r�,Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q. Sean.devlin(ci-)town.south old.ny.us Southold,NY 11971-0959 cDUM`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Esteves Holding Corp Address: 80 Ryder Farm Ln city:Orient st: NY zip: 11957 Building Permit#: 45750 section: " 15 Block: 5 Lot: 24.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Prime Electric Inc License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Pucks 14 Duplec Recpt 87 Ceiling Fixtures 22 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 9 Smoke Detectors 3 Main Panel 200 A/C Condenser 3 Step Light 2 Recessed Fixtures 106 CO2 Detectors Sub Panel 100 A/C Blower 3 Range Recpt DoublE Plug Mold 15' Combo Smoke/CO 5 Transfer Switch 200A UC Lights 53' Dryer Recpt GeS Emergency Fixtures Time Clocks Disconnect Switches 64 4'LED 2 Exit Fixtures 11 Pump Other Equipment: Fridge, Double Oven, DW, Cooktop, Mini Fridge, Hood, W/D, Sump, Central Vac, Gas FP, 200A Panel 42 Circuit/ 30 Used, 100A Sub 30 Circuit/ 22 Used Notes: New Two Story w/ Unfinished Basement a Inspector Signature: 9 Date: February 19, 2021 S.Devlin-Cert Electrical Compliance Form , o hall 54,375 MAnnex �' OF{Sp riin �11i a0�1� U�/0 ,• p O fox 1179 79cl Southpld,NY 11971-0959 f{ (63 1)765 IN ff1 FpKo63 -1802 ( 1) -1802 9502 I t� D DtIAR7MBNr TOWN O.PSO 'r D M AY 2 0 2022 '�ov �'Il�rc TrnN 8"ilding pe _ �tlt�o. `� 4— �f Owner �rCi_ (Please print- _-- —?_ l CSAcvts Wold n G Plumber: (Pleas print) lead, r certify U14t the solder used in the water supply system contains Icss than 2/10 of 1 Sworn _ — (Plumbers Signature] to before me this day of i - COLLEEN A.MONTRONY Notary Public State of New York No.01 X106132243 Qualified in Suffolk County �n�/� .��'' "" Commission Expires August 22,-, ,Y2n Notary Public,„�t�•�A'K Cc�unly pf 50(/lyo Ll 5779 0 0 * # TOWN OF SOUTHOLD BUILDI G DEPT. cou765-1802 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 REMARKS: DATE = �� INSPECTOR sours ------ --- --- # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTI-ON ' . .1 /FOUNDATION 1ST Alp [ ] ROUGH PLBG., [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fi !Q � J-n DATE INSPECTOR q o, -o �o��OF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. ��y n,►�n ''�� 765-1802 INSPECTION [%4/FOUNDATION 1ST [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND , [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTIOW. [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ `] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r REMARKS: 4 _ OAurv&w�a_— �0011� ;�Jyvm JON DATE 110 INSPECTOR Of SOGTy�� # * TOWN OF SOUTHOLD BUILDING DEPT. ' ourm , � � 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND Of> [ ] 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: QV-V TO . &WvV44 4 DATE INSPECTOR lf SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 . . . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [413AMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ]` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) (. ] CODE VIOLATION [ ] PRE C/O RE RKS: = s — uj6-e4, DATE ��/ INSPECTOR aaaf so 01 # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O �y�nuxn� 765-1802 INSPECTIO N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAUL-KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ._ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .DATE INSPECTOR OE SO(/Th° TOWN OF SOUTH LD BUILDING DEPT. °�ycourm e�' 765-1802 1 NSPEC-- ON [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND ' ..- [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY:INSPECTION- ' [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , Yh ylu_VQMAV4_'� 6/1 X - � I &2 M61 tl k> • DATE. I INSPECTORvz 1 O�a%f SOUIy� U # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�u►m '' 765-1802 INSPEC ON" [ ] FOUNDATI 1ST [ ] UGH PLBG. ` [ ] FOU TION 2ND [ INSULATION/CAULKING [ ] F AMING/STRAPPING [ ] FINAL [ FIREPLACE'& CHIMNEY` SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR/EC REMARKS: 1,444) 1D :�VA DATE th INSPECTOR o�NOE SOUIHp L4 57 5 0 oirm. # # TOWN OF SOUTHOLD BUILDINh DEPT. °ycou765-1802 . .- : . 1 NSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O REMARKS: 46V.S'G DATE INSPECTOR oP souryo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 S� INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL WJ [ '] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL). [ ] CO VIOLATION [ ] P E C/O r REMARKS: . . _ckk" VV%alnv ow ,- 94u-,- DATE �ZZ INSPECTOR. r. o-, 2020 NYECC Certificate 80 Ryder Farm Lane Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: -- ---------------- Exposed Floor Slab: NVindow Data U-Factor SHGC Mechanical Equiptuent Heat: AFUF= 95% Type; Boiler Cool: SEER- 13------- Typc: AC _ DIIW: EF- .874 Type: Indirect Builder or Design Professional Signature: Building Envelope Testing Infiltration: 2409cfm0-)50pa - Infiltration Volume:71844 Duct] 0(exempt) Duct2 103 Duct3 48 Duct-1 Total Duct Leakage 151 HERS Rater Signature: Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 4/18/2022 i New York Building Technology Group MAY 2 0 2022 159 Rt.25A,Bldg.1 Suite B NEW Y O R K r I T U I L D I G Miller Place,NY 11953 G POUP 0 E C�� O l G G Y Tel.(631)495-0289 Fax(631)389-2808 , JV N<"71T Combustion SafeWT-e t i " t Certified Home Address: 80 Ryder Farm Lane City: Orient Point Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: I Grano Contracting Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of ' Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 04/18/2022 Outdoors Temp During Test: 48 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No - X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary_Yes x No Type:Furnace Boiler x Heat Pump Other Eciency_1 Fuel Type2 VentingTj_Typej Draft Spillage Spillage CO CO ascalWorst Case atural orst Case atural -�L sting: 95 AFUE NX P O E N V M S X NA Pa. Pass X Fail Pass X Fail na PPM na PPM Primary_Yes x Type:Standard Tank_Indirect x Tankless— Size: 79 Style4 Common Vent❑ Water Heater No— Instantaneous Commercial (See Note 5 below) (Gallons) — Stand Alone Q EfficiencyFuel Type2 Den6119-RP2 Draft Spillage Spillage co CO (Pascal) (Worst Case) (Natural) OVorst Case) (Natural) EF: na N P O E N M S na Pa. Pass X Fail Pass X Fail na PPM na PPM Oven Oven is Electric or No Oven Exists Q Oven Range Hood Vented to Outside Yes x No Oven CO PPM Ambient CO(During Oven CO Testing) PPM IHeadng system Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3penhng 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 regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efciency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: May 03, 2022 1h brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 D [EcDUV[E DD JUN 2 8 2022 NEW. YORK• rm Ig.U1L.OIN'G' i f%c H_N O L O G Y 00.0UP B L�TLDING'�D�E�pPT. TOWN 1\ GF SO •R TOLD Affidavit Of 2020 ECCC Compliance Date: 5/3/2022 Inspection Address: 80 Ryder Farm Lane,Orient Point NY This is to Certify that on 4/18/2022 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 4401 Blower Door Test Result: 9 Conditioned Volume: 71844 Leakage in ACH50: 2.01 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: ***0 Supply R-value: ***na Return R-value ***na System 2: Attic Leakage CFM@25: 103 Supply R-value: 118/6 Return R-value R8/6 System 3: Attic Leakage CFM@25: 48 Supply R-value: R8/6 Return R-value R8/6 Total Combined Leakage: 151 CFM@25 Leakage Limit: 176.04 CFM @25 ***EXCETPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 173 1 Required: 73 M1507 Compliance Pass-Bathfans w/Timers Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com 1 - Manual S Compliance Report Job: 2600 wrthtao g Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sure B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@%btg.com Web:www,NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 5424 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latentgain: 1521 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 6945 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Daikin Model: 2MXL18QMVJU+CTXS07LVJU (X2) Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 232%of load Latent capacity: 5400 Btuh 355%of load Total capacity: 18000 Btuh 259%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 7841 Btuh Entering coil DB: 71.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Daikin Model: 2MXL18QMVJU+CTXS07LVJU 2 Head Ductless Multisplit Actual airflow: 600 cfrn Output capacity: 18900 Btuh 241%of load Capacity balance: 0.9 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements ofACCA Manual S. w rilghtsoft- 2021-Jan-0812:17:45 Right-Sute@UNversal 202l 21.0.02 RSU25831 Page 1 KFLOW180Ryder Farm Lanel8o_Ryder_Farm_Lane.rLQ Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 2600 - rightsoft p p Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A&ilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY,J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Cooling, EquIpment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 33394 Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.7°F Latentgain: 6678 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 40073 Btuh Indoor RH: 50% Estimated airflow: 1550 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1448AJ1NA+RH1T4821STANJA Actual airflow: 1550 cfm Sensible capacity: 41824 Btuh 125%of load Latent capacity: 5037 Btuh 75%of load Total capacity: 46861 Btuh 117%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 44778 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NXAEN,INC. Model: NCB-240E Actual airflow: 1550 cfirn Output capacity: 48000 Btuh 107%of load Meets all requirements ofACCA Manual S. wtoight soft, 2021-JarF0812:17:45 . x•,� ..�.. Right-Sats@Universal 202121.0.02RSU25831 Page 14= ...KFLOW180 Ryder Farm Lane180_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW Load Short Form Job: rightBo'�#$ Date: Jan Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Efficiency 9.25 HSPF Efficiency 15.5 EER,11 A SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 OF Total cooling 18000 Btuh Actual airflow 600 dim Actual airflow 600 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.111 cfm/Btuh Static pressure 0.20 in H2O Static pressure 0.20 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=1 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (clm) (cfm) Bsmt Bath 56 0 0 0 0 Finished Basement 960 7841 5424 600 600 Basement d 1016 7841 5424 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 4844 Latent cooling 1521 TOTALS 1016 1 7841 6364 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlghs®,t„ 2021-Jarr0812:17:45 Right-SLite@)Uriversal 2021 21.0.02 RSU25831 Page 1 �"+ ...KFLOW180 Ryder Farm Lane\80_Ryder_Farm_Lane.np Calc=MJ8 Frord Door faces:SW Load Short Form Job: 2600 rightsoft, Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:wm.NYBTG.com Project, • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Design Information Htg Cig Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1448AJ1NA AHRI ref- 8580772 Coil RH1T4821STANJA AHRI ref 7492558 Efficiency 95AFUE Efficiency 12.5 EER, 15 SEER Heating input 48000 Btuh Sensible cooling 32550 Btuh Heat ng output 48000 Btuh Latentcooling 13950 Btuh Temperature rise 28 OF Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load. Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (crrn) Bed 2 252 5353 4161 215 199 Bath 2 83 1445 642 58 31 Bath 3 80 1412 634 57 30 Bed 3 198 3609 2864 145 137 Living 491 5977 4764 240 228 Kitchen 244 3614 7008 145 336 Foyer/Dining 298 6481 5034 260 241 Laundry 105 3367 1991 135 95 Hall 76 0 0 0 0 Powder 42 146 94 6 4 Master Bed 282 4245 4175 171 200 WIC 62 704 166 28 8 Master Bath 129 2236 840 90 40 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Oflc righrtsaft, 2021-Jarr0812:17:45 .� �„a a v,�� .,, Right-&te@Universal2021 21.0.02 RSU25831 Paget KFLOW\80 Ryder Farm Lane\80_Ryder_Farm_Lane.nQ Calc=MJ8 Front Door faces:SW Main, d 2341 38589 32372 1550 1550 Other equip loads 6190 1022 Equip.@ 0.89 RSM 29821 Latent cooling 6678 TOTALS 2341 44778 36500 1550 1550 ti Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1Rf11 ightsoft- 2021-Jan-0812:17:45 Right-Sdte®Uriversal 2021 21.0.02 RSU25831 Page 3 KFLOW180Ryder Farm LaneW_Ryder_Farm_Lane.np Calc=MJ8 Frort Door faces:SW Job htsoft Project Summa Dat Jan 2600 �� Tom y. Bacca ella ,2021 Basement B New York Building Technology Group 159 Rt25A BUldirg 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.cem Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631_)244-6911 Email:Jon@jgranocontracdng.com Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6788 Btuh Structure 5180 Btuh Ducts 1053 Btuh Ducts 244 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7841 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 4844 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1190 Btuh Ducts 331 Btuh Central vent(0 cf n) 0 Btuh Heating Cooling (none) Area(ft) 1016 1016 Equipment latent load 1521 Btuh Volume(f 3) 1889 1889 Airchanges/hour 0.33 0.13 Equipment Total Load(Sen+Lat) 6364 Btuh Equiv.AVF(cfm) 11 4 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Efficiency 9.25 HSPF Efficiency 15.5 EER,11.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 OF Total cooling 18000 Btuh Actual airflow 600 cfrn Actual airflow 600 cfm Air flow factor 0.077 cf n/Btuh Air flow factor 0.111 cfm/Btuh Static pressure 0.20 in H2O Static pressure 0.20 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=1 OF Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ynd l h'bsovt- 2021-Jarr0812:17:46 �wa�•Q---- --- -•• Rigg-Sdte@ Uriversal 2021 21.0.02 RSU25831 Pagel ACC,K ...KFLOW\80 Ryder Farm LaneN80_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW 2600 Project Summary Job: Wr,i9�7#�,oR � Summary Date: Jan Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Sate B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rotg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracdng.com Notes: Design Information Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24658 Btuh Structure 24464 Btuh Ducts 13931 Btuh Ducts 7908 Btuh Central vent(100 cfm) 6190 Btuh Central vent(100 cfm) 1022 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 44778 Btuh Use manufacturer's data n Rate/swingg multipplier 0.89 Infiltration Equipmentsensible load 29821 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3575 Btuh Ducts 920 Btuh Central vent(100 cfm) 2183 Btuh Heating Cooling Outside air Area(ftz) 2341 2341 Equipment latent load 6678 Btuh Volume(f 3) 23084 23084 Airchanges/hour 0.17 0.06 Equipment Total Load(Sen+Lat) 36500 Btuh Equiv AVF(dm) 64 25 Req.total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1448AJl NA AHRI ref 8580772 Coil RH1T4821STANJA AHRI ref 7492558 Efficiency 95AFUE Efficiency 12.5 EER,15 SEER Heating input 48000 Btuh Sensible cooling 32550 Btuh Heating output 48000 Btuh Latent cooling 13950 Btuh Temperature rise 28 OF Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 clam Air flow factor 0.040 cfin/Btuh Air flow factor 0.048 cfim/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. vnr lghtsc ft' 2021-Jarr0812:17:46 p-- Right SUte@Uriversal 2021 21.0.02 RSU26831 Page 2 KFLOW\80 Ryder Farm Lane180_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW AED Assessment Job: 2600 �"; � Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rtybtg.com Web:wm.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontractng.com Desi,gn Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1,800-- 1,600-- 1,400- ,8001,6001,400 1,200-- 1,000-- 800-- 600-- 400-- 200-- 0 ,2001,0008006004002000 8 9 10 11 12 13 14 15 16 17 18 19 20 H.rd Day /NniM /Av . /Am 4m1 Maximum hourly glazing load exceeds average by 38.0%. Zone does not have adequate exposure diversity(AED), based on AED limit of 300/0. AED excursion: 101 Btuh (PFG - 1.3*AFG) wrigretmof - 2021-Jan-0812:17:46 . .,, .,.r..., Right-Suite@Unversal 2021 21.0.02 RSU25831 Page 1 IMN ...KFLOW180Ryder Farm Lane180_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW 2600 AED Assessment Job: rA� Jan�#6� 9 Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Srite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate 'Exposure Diversity Hourly Glazing Load 10,000 9,000 8,000 7,000 6,000 B 5,000-- 4,000-- 3,000-- 2,000-- 1,000-- 0 ,0004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 HWrdD.y /wuM /average i aeo Umr Maximum hourly glazing load exceeds average by 23.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 1HO Ig�oft- 2021-JarF0812:17:46 rt" .��..r , Right-Sute®Urdversal 202121.0.02RSU25831 Paget KFLOW180 Ryder Farm Lare180_Ryder_Farm_Lane.np Calc=MJ8 Frort Door faces:SW wrig oft' Right-J®Worksheet Job: 2600 Basement Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A BUIding 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:w,wv.NYBTG.com 1 Room name Basement BsmtBath 2 Exposed wall 145.5 ft 21.5 ft 3 Room height 8.0 ft d 8.0 ft heat/000l 4 Room dimensions 6.3 x 9.0 ft 5 Room area .1015.8 ftz 56.3 T Ty Construction U-value Or HTM Area (ftz) Load Area (ft=) Load number (Btuhfft;-F) (Btu hlfF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 Vj! 12F-0sw 0.065 ne 3.66 0.78 50 50 183 39 50 50 183 39 �I-CG NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default _ 0.300 ne _ 0.00 _ 0.00 _. 0 0_ _ 0, 0 0 _ 0 _ 0 0 yJ 15B11OvuG6 0.099 ne 3.43 0.09 194 178 613 17 0 0 0 0 11 L--G NYBTG Default 0.300 ne 16.89 21.32 16 0 2.63 333 0 0 0 0 VI! 12F -0sx 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 L_C' NYBTG.Default _ 0.300 se_ 0.00 0.000 0 0 0 0 0 0 0 15B11-0vva6 0.099 se 3.40 0.08 338 306 1041 25 0 0 0 0 ,NYBTG Default 0.300 se 16.89 26.59 32 0 540 851 0 0 0 0 V�J 12F-0sw 0.065 sw 3.66 0.78 50 50 183 39 56 50 183 39 �G NYBTG Default 0.300 sw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-0wa6 _ 0.099 sw 3.61 0.15 194 194 700 29 0 0 0 0 yJ 12F-0sw 0.065 nw 3.66 0.78 72 72 263 56 72 72 263 56 G NYBTG Default 0.300 nw 0.00 0.00 0 0 0 0. 0 .0. 0 0 W 15B11-0vva6__ 0.099 nw 3.61 0.15 266 266 959 40 0 _ 0 0 0 R 12C-0sw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 �D 11J0 _ _ 0.600 n. 0.00 0.00 _ _0 0 _0 0 0 0 0 0 C_ 16B-30ad _ 0.032 1.80 _1.49 62 _. _ 62 111 92 _0 0 0 0 C 16B38ad _ 0.026 - 1.46 121 1 _ 1 2 1 0 _ 0 0 0 C _ 1,8B-30w 0.034 - 0.00 _ 0.00_ 0 0 0 0 0 0 0_ 0 F 19A30bmp_ _ _ _ _ 0.034 - 1.61_ 027 56 _ _ 56 90 15 56_ 56 96 _ 15 F 19C-0bs W_ 0.368 _- 0.00 _ 0.00 0 0 0 0 0 0__ -0 0 F 21A-28t _ _ 0.022 124 _ OAO 960 960 1188 __,_0 _ 0 %. . 0 0 6 c)AEDexcursion 101 0 Envelope loss/gain 6138 1638 720 149 12 a) Infiltration 650 42 312 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 3500 0 Subtotal(lines 6 to 13) 6788 5180 1032 169 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -1032 -169 14 Subtotal 6788 5180 0 0 15 Dudloads 16% 5% 1053 244 16% 5% 0 0 Total room load 7841 5424 0 0 Air required(dm) 1 600 600 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -f$i- wwri$ht=Czft- 2021Jan-0812:17:46 Aft K --' -r RigaSute@Universal 2021 21.0.02 RSU25831 Page 1 KFLOW180Ryder Farm Lane180_Ryder_Farm_Lane.np CaIc=MJ8 Front Door faces:SW wrigaft Right-J®Worksheet Job: 2600 Basement Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Finished Basement 2 Exposed wall 124.0 ft 3 Room height 8.0 ft heatbool 4 Room dimensions 1.0 x 959.5 ft 5 Room area 959.5 ft2 Ty Conshuclion U-value Or HTM Area (ft2) Load Area Load number (Btuhlft2-°F) (Btuhlft33) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VIJ 12F-0sw 0.065 ne 3.66 0.78 0 0 6 0 NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 NYBTG Default_ __ _ 0.300 ne. 0.00. 0.00 . 0 - 0. 0 0 1/�/ 15B91-0wo•6 0.099 ne 3.43 0.09 194 178 613 17 11 L-G NYBTG Default 0.300 ne 16.89 21.32 16 0 263 333 U�! 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 �-- G NYBTG Default ._. 0.300 se,. _ 0.00 _ - 0.0 0 0 0 0_ W, 15B11-0inc$ 0.099 se 3.40 0.08 338 306 1041 25 -- _G NYBTG Default ,. . 0.300 se 16.89 26.59 _ 32 0_ _ 540 851 0.065 sw 3.66 0.78 0 0 0 0 NYBTG NYBTG Default 0.300 sw 0.00 0.00 0 0 0 0 NYBTG Default 0.300 sw 0.00 0.00 0 0 0 0 11J0 0.600 -sw, 0.00 0.00 0 ... 0 0- 0 W 15B11-0w,6 _ 0.099 sw 3.61 _ 0.15 194 194 700 29 V// 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 VL NYBT.G Default _ .0.300 .nw 0.00: 0.00 ._ 0 -0 _ _ 0 0 W 15B11-0wa_&__ 0.099 nw 3.61 0.15 _ 26.6 266 9.59 40 �j 12C-0sw 0.091 - 0.00 0.00 0 0 0 0 LO. 11J0- .-- . - .-- -0.600 .n 0.00 -.0.00. 0-- - 0._ 0 0 C 16B30ad 0.032 - 1.80 _ 1.49 62 62 111 92 C. ._ 16B38ad 0.026 - 1.46 111 _ 1 1 _2 1 C 18B-30W 0.034 - _ 0.00 0.00 0 0 0 _ 0 ,F_. _ . 19A30bswp__._ _._ _._ __ -0.034 _- - _1.61_ ._ 027 0 _ _ 0 0 ._ 0 F 19C-0bswp _- „ _- _ 0.368 - 0.00 0.06 _ - _ 0 0 0_ 0 _ F_ 21A-28t, 0.022,0.022._-- _ 124 0.00 960 _ _ 960_ 1188 0 6 c)AED wwsion 101 Envelopeloss(gain 5418 1489 12 a) Infiltration 338 22 b) Room ventilation 0 0 13 Internal gains Occupants@ 230 0 0 Appliances(other 3500 Subtotal(lines 6 to 13) 5756 5011 Less e)demalload 0 0 Lesstransfer 0 0 Redistribution 1032 169 14 Subtotal 6788 5180 15 Ductloads 16% 5% 1053 244 Total room load 7841 5424 Airrequired(d`m) 600 600 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. nevri3�all�taio atm 2021-Jan-0812:17:46 A5M Right Suite®Universal 2021 21.0.02 RSU25831 Page 2 KFLOW=Ryder Farm Lane180_Ryder Farm_Lane.nQ Calc=MJ8 Front Door faces:SW wrightsaf Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Main Bed 2 Exposed wall 233.5 ft 42.5 ft 3 Room height 9.9 ft d 9.0 ft heat/000l 4 Room dimensions 1.0 x 251.8 ft 5 Room area 2341 A ftz 251.8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (T) Load number (Btuh/W2F) (Btuor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 1217-0sw 0.065 ne 3.66 0.78 596 452 1654 353 0 0 0 0 L�_GG NYBTG Default 0.300 ne 16.89 21.32 103 0 1733 2187 0 0 0 0 NYBTG Default _.._ 0.300 ne 16.89._ 21,32 _ _ 41 __ ___ _0 0 0 6 U 0 689 _ 870 -_,.__- - 0 0 V! 95811-0wG6 0.099 ne 0°00 0°00 0 0 0 11 G NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 T - 1217-0sni ' 0.065 se 3.66 0.78 520 473 1730 369 110 110 403 86 -G NYBTGDefault. 0.300 se 16.89 26.59_-__ _ 47 . 0 790 1245 _ _ - 0 _ -0_. 0_ 0 W 15B11-Dor-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 L-G NYBTG D_efau_It _ _ 0.300 se 0.00 0.00 0_ 0 0 0 0 0 0 0 1217-0sw 0.065 sw 3.66 0.78 492 379 1387 296 117 88 321 68 NYBTG Default 0.300 sw 16.89 26.59 18 0 311 489 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 75 0 1262 1987 29 0 494 778 _11J0 0.600 sw 33:78 13.92 20 20 679 280 0 _ 0 0 - -0 W 15BIl-Ovr6 0.099 _sw 0.00 0.00_ - 0 0 0 _ _ 0 0 0- 0 0 WL12F-0sw 0.065 nw 3.66 0.78 554 505 1848 394 155 138 506 108 - NYBTGDefault._ - 0.300.-nw A6.89 . -21.32 49 0 - 830 .1048 .17 _ 0 289 365 W. ._ ,15B11-0%Ac6 0.099 nw 0.00 0.00 0 0 0 0- 0 - 0 0 .01 12C-0sw 0.091 - 5.12 0.76 236 199 '1022 151 0 0 0 0 11J0 . - 0.600 -n 33.78 - 13.92 37 - -37. 1245 _ ..513- - 0 0 _ 0 0 C -, 161330ad 0.032 0.00 - 0.00 0 0 0 0 _ 0 0.. 0 0 C 161338ad _. . ,.-. _ 0.026., - . 1.46 ._121 1930 - _ 1936 2825-- 2343 __- 252 _ 252 369 306 C 181330w 0.034 1.91 0.57 433 438 _ 829 _ 24.6 0 0 0 0 F:. _ 19A 06*,� .0.034 ..- .0.00. - 0.00 . 9-- __ 0 _ - .0 _-0_ _ -_-_ 0--- _,0-__ -- 0. 0 F-_ _ 19C-0bswp .- 0.368 1.37 __ 023, 1388 1388 __ _ 1898_ _ _ 314 _ 252 252--_ -__._ 344 57 F _ 21A-28t _ 0.022 0.00 0.00 0_ 0 0 _ ,- 0 0 0_ 6 c)AED excursion 0 282 Envelope loss(gain 20732 13082 2726 2049 12 a) Infiltration 3926 255 695 45 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 4 920 0 - 0 Appliancestother 10207 1050 Subtotal(lines 6 to 13) 24658 24464 3421 3145 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24658 24464 3421 3145 15 Ductloads 1 56% 32% 13931 7908 56% 32% 1932 1016 Total room load 38589 32372 5353 4161 Air required(dm) I 1 1 1550 1550 215 199 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. vwr wht=czft- 2021-Jan-08 12:117:46 Aft R gft-Suite®Universal 2021 21.0.02 RSU25831 Page 3 KFLOWt80 Ryder Farm Lane180_Ryder Farm_Lane.r p Calc=MJ8 Frort Door faces:SW ghftaft Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Bath 3 2 E)posed wall 11.3 It 11.0 It 3 Room height 9.0 ft heaUcool 9.0 It heaUcool 4 Room dimensions 1.0 x 82.7 ft 1.0 x 79.7 ft 5 Room area 82.7 fF 79.7 fF Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number (Btuh/fF--°F) (Btuhlft=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 ne 3.66 0.78 6 0 0 0 27 27 99 21 E-( NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 �C NYBTG Default _ 0.300 ne 16.89- 21.32 _ 0 0 0 0 0 _0 0 0 W 15611-0=-6 0.099 ne 0.00 0.00 6 0 0 0 0 0 0 0 11 L-G NYBTG D_efault_ 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 ILW 12F-Ow- 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 .G NYBTO Default__ 0.300 se 16.89 26.59 0 _ 0 0 0 0, 0 0 0 W 15B11-0wa6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 G NYBTG Default 0.300 se 0.00 0.00 0 0 0 0 0 0 0 0 VL-G12F-0sw 0.065 sw 3.66 0.78 27 27 99 21 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 11J0 0.600 sw 33.78 13.92 0 _ 0 0 0 0 0 10 0 W 151311-0var6 0.099 sw 0.00 0.00. 0 0 0 0 0 0 0 0 1�J 12F-Osw 0.065 nw 3.66 0.78 74 64 234 -50 72 62 226 48 I-G NYBTG Default. _ 0.300 nw 16.89 . -21.32 10 . 0 172 217 10 0 172 .217 W 15811-A&c6 0.099 nw 0.00 0.00 0 0 0 0 _ 0 0 0 0 R 12C-0sw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 t--D 11J0_ .0.600 n 33.78 -13.92 0 0 0 0 _ 0 0_ 0 0 C 161330ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C_ 161338ad _ _ 0.026 - 1.46 121 83 83 - 121 _ 100 80 80 117 97 C 18630w 0.034 - 1.91 0.57 0 0 0 0 0 0_ 0 _0 F_ -_ 19A30bmp_ _ _ 0.033 0.00 0.00 . 0 0 0 0 . 0 0 0 0 F _ 19C-0bswp_ - _-_ _ 0.368 _ 1.37 __ 023 _88 83 113 19 _ 80 80 1.09 18 F _ 21A-28t 0.022 - 0.00 0.00 . 0- _ 0 0- 0 0 _ _ 0 0 0 6 c)AED excursion 66 66 Envelope loss/gain 739 473 723 467 12 a) Infiltration 184 12 180 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoeslother 0 0 Subtotal(lines 6 to 13) 923 485 902 479 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 923 485 902 479 15 Ductloads 56% 32% 522 157 56% 32% 510 155 Total room load 1445 642 1412 634 Air required(dm) 1 58 31 1 571 30 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. =fd- arwrilahtmQlFt- 2021-Jan-08 12:17-.46 RigltSote®Universal 202121.0.02RSU25831 Page KFLOW180Ryder Farm LanM80_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW wrightsait° Right-J®Worksheet Job: 2600 • Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name Bed 3 Living 2 Exposed wall 26.3 ft 21.8 ft 3 Room height 9.0 ft heat/000l 12.5 ft heat/cool 4 Room dimensions 1.0 x 197.8 ft 1.0 x 491.4 ft 5 Room area 197.8 T 491.4 T Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuhlf 22F) (Btuor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)J 12F-0sw 0.065 ne 3.66 0.78 113 78 287 61 218 183 671 143 NYBTG Default 0.300 ne 16.89 21.32 34 0 578 729 34 0 578 729 NYBTG Default_ 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 y� 15B11-0wc.6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 _.G NYBTG Default_ 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 VN 12F-0sw 0.065 se 3.66 0.78 0 0 0 0 56 56 204 44 L-C NYBTG Default 0.300 se 16.89 26.59 0 0 0 0 0 0 0 0 1/t/ 15B11-0vr-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 I-G NYBTG Default 0.300 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-0snr 0.065 snr 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 11,10 0.600 sw 33.78 13.92 0 0 0 0 0 0 0 0 W 15B11.0wc;6 0.099 sw 0.00 0.00 0 0 0 0 0 0 0 0 v� 12F-0av 0.065 nw 3.66 0.78 124 124 453 97 59 59 216 46 '. O NYBTGDefault_ - 0.300 nw 16.89 _ 21.32 0 0 0 0 0 0 0 0 W 15B11-0wc-6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 L--D 11JO 0.600 n 33.78 13.92 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 C 16B38ad 0.026 1.46 121 198 198 290 240 101 101 148 123 C 18B-30w 0.034 1.91 0.57 0 0 0 0 410 410 785 233 F 19A-00bmp- -_ 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-0bswp 0.368 1.37 023 198 198 270 45 _ 442 442 604 100 F 21A-28t 0.022 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -85 -183 Envelope losstgain 1877 1087 3206 1234 12 a) Infiltration 429 28 603 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Applianoes/other 1050 1400 Subtotal(lines 6 to 13) 2306 2165 3810 3593 Less odemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 10 7 14 Subtotal 2306 2165 3819 3600 15 Dudloads 56% 32% 1303 700 56% 32% 2158 1164 Total room load 3609 2864 5977 4764 Air required(dm) 145 137 240 228 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. At vrerrilg6�tti�lt� �-r Right-Suite®Ur9versal 2021 21.0.02 RSU25831 2021-Jan-0812:17:46 Page 5 KFLOW180Ryder Farm Lane180_Ryder_Farm_Lans.rLp Calc=MJ8 Front Door faces:SW wrdghtsof. Right-M Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sate B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Kitchen Foyer/Dining 2 Exposed mall 19.3 It 21.3 It 3 Room height 10.0 ft heat/cool 92 ft heat/cool 4 Room dimensions 1.0 x 243.9 It 1.0 x 297.8 ft 5 Room area 243.9 ftz 297.8 it= Ty Construclion U-value Or HTM Area (f 2) Load Area OF) Load number (Btuhd2--°F) (Btuor perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ 12F-0sw 0.065 ne 3.66 0.78 113 72 262 56 0 0 0 0 II- NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 NYBTG Default 0.300 ne 16.89 21.32 41 0 689 870 0 0 0 0 yJ 15611-Ovva6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 G NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 VV 12F-0sw 0.065 se 3.66 0.78 40 28 104 22 3 3 11 2 L--G NYBTG Default 0.300 se 16.89 26.59 12 0 198 311 0 0 0 0 V+✓ 151311-Ovw-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 I-- G NYBTG Default 0.300 se 0.00 0.00 0 0 0 0 0 0 0 0 1217-0sv 0.065 sw 3.66 0.78 0 0 0 0 326 242 884 188 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 18 0 311 489 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 45 0 768 1209 11J0 0.600 sw 33.78 13.92 0 0 0 _ 0 20 20 679 280 W 15611-DAc6 0.099 sw 0.00 0.00 0 0 0 0 0 0 0 0 �j 12F-0sw 0.065 nw 3.66 0.78 40 28 104 22 3 3 11 2 t-G NYBTG Default 0.300 nw 16.89 21.32 12 0 198 249 0 0 0 0 W 151311-0vw6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 11JO 0.600 n 33.78 13.92 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16B38ad 0.026 - 1.46 121 244 244 357 296 276 276 404 335 C 181330w 0.034 - 1.91 0.57 0 0 0 0 23 23 44 13 F 19A30bswp 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-0bswp 0.368 - 1.37 023 13 13 17 3 298 298 407 67 F 21A-28t 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -363 483 Envelope loss/gain 1928 1466 3519 3069 12 a) Infiltration 350 23 603 39 b) Room ventilation 1 0 0 01 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 3784 682 Subtotal(lines6 to 13) 2278 5273 4122 3790 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 32 23 19 14 14 Subtotal 2309 5296 4141 3804 15 Dudloads 56% 32% 1305 1712 56% 32% 2340 1230 Total room load 3614 7008 6481 5034 Air required(cfm) 1 1 145 336 2601 241 Calculations approved byACCAto meetall requirements of Manual J 8th Ed. -�+- 9eerrd�l�f�aal fry 2021-Jarr0812:17:46 RightSLite@ Universal 2021 21.0.02 RSU25831 Page 6 KFLOW180Ryder Farm Lane180_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW wrigoft Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wm.NYBTG.com 1 Room name Laundry Hall 2 Expos mll 19.5 ft 0 ft 3 Room height 9.0 It heaV000l 9.0 It heatI000l 4 Room dimensions 1.0 x 105.3 ft 1.0 x 76.3 ft 5 Room area 105.3 ft2 76.3 ft2 Ty Construcdon U-value Or HTM Area (fF) Load Area (ft2) Load number (Btuh/ft22F) (Btu hliF) or perimeter (ft) (Btiih) or perimeter (ft) (Bluh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 I--f NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 �C NYBTG Default - 0.300 ne- 16.89 21.32 0 0 0 0 0 0- 0 0 1/✓ 15BIl4A'. .09 6 09 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 L--G NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 1q✓ 12F-0sw 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 L-G NYBTG Default 0.300 se 16.89- -26.59 0 _ 0 0 0 0 0 0. 0 15B11-0urc6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 L--G, NYBTG Default 0.300 se 0.00 0.00 _ 0 0 0 0 0 0 0 0 1217-0sw - 0.065 sw 3.66 0.78 23 23 82 18 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 11J0 0.600 sw 33.78 13.92 _ - 0 0 0 --0 0 0- 0 0 W 15B11-0Ac6 0.099 sw 0.00 0.00 0 0 0 0 _ 0 0 0 0 12F-0sw 0.065 nw 3.66 0.78 27 27 99 21 0 0 0 0 _NYBTG,Default _ 0.300 nw 16.89 21.32 0 0 _ _ 0 0 0 _0 0 0 W 15B11-0ffA 0.099 nw _ 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 - 5.12 0.76 126 89 457 67 0 0 0 0 LO _11J0 - 0.600 n - 33.78 13.92 37 37 1245-- 513 0 0 -0 - 0 C 16B-30ad_ 0.032 - 0.00 0.00 0 _ _ 0. 0 __ 0 0 0 _ 0 0 C 16B38ad 0.026 - 1.46 _121 - 105 105 154 128 76 76 112. 93 C 18B-30w 0.034 - 1.91 0.57 0 0 0 0 0 0 0 0 F __1.9A30bmp- 0.034 - _ 0.00-- -0.00-- 0 0 _. 0 0 0- 0 0 0 F 19C-0bswp_ _ 0.368 _- 1.37 023 5 5 7 1 7 _ - 7- 9 2 F- - 21A-28t_ 0.022 - 0.00 - 0.00 _ 0 0 0 0 0-- 0 - 0 -0- 6 c)AED excursion -103 -6 Envelope losstgain 2044 645 121 88 12 a) Infiltration 90 6 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 ApplianoWother 841 0 Subtotal(lines 6 to 13) 2134 1492 121 88 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 18 13 -121 -88 14 Subtotal 2151 1505 0 0 15 Ductloads 56% 32% 1215 486 56% 32% 0 0 Total room load 3367 19910 0 Air required(dm) 135 95 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 44d-wwrijpMta Cw t- 2021-Jaa-0812:17A6 -"' - Rigtt-Suite®Universal 2021 21.0.02 RSU25831 Page 7 KFLOW180Ryder Farm Lane\80_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW i wrightsaf° Right-M Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A BUlding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Powder Master Bed 2 Exposed wall 0 ft 30.8 ft 3 Room height 9.0 ft heaUcool 9.0 It heaU000l 4 Room dimensions 7.0 x 6.0 It 1.0 x 282.4 ft 5 Room area 42.0 iP 282.4 ft" Ty Construction U-value Or HTM Area (fly) Load Area (ft2) Load number (Btuh/W2F) (Btuhlft=) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ 12F0sw 0.065 ne 3.66 0.78 0 0 0 0 126 92 336 72 I-G NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 34 0 578 729 I--G NYBTG Default_ _ _ 0.300 ne 16.89 21.32 0 0 0 00 0 0 Q y✓ 15611-06 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 -C NYBTG Default 0.300 ne 0.00 0.00 0 0 0 _0 0 0 0 0 VN 12F-0sw 0.065 se 3.66 0.78 0 0 0 0 151 127 466 99 L-G NYBTG Default-_ 0.300 se 16.89 _ 26.59 0 0 0 0 23 -- 0- 395 622 W 15B11-0�nc& 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 -G NYBTG Default 0.300 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 11J0 _ __ _ 0.600 -sw 33.78 - 13.92 0 _ 0 0 - 0- 0 _ 0 0 0 W 15B11-Ow-60.099, SN 0.00 _ 0.00 0 0 0 0 0 0 0 0 �1 1217-0suv 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 r-G .NYBTG Default 0.300 nw 16.89 21.32 0 ._ 0 0 0 0 0 _ 0 _ 0 w 15811-0wo6 0.099 nw 0.00 0.00 0 0 0 0_- 0 0 0 0 R 12C-Ow 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 D 11J0--__ 0.600 n 33.78. 13.92 0 0 0 0 0 - 0 0 0 C 16B30ad 0.032 0.00 0.00 0 _ 0 0 _ 0 0 0 0 0 C 1613 8ad _ 0.026 - 1.46 _ 121 42 42 61 51 282 282 413 343 C 186.90w 0.034 1.91 0.57 0 _ 0 0 0 0 0 0 0 .F 19A�304* _-- - -_ 0.034 - - 0.00 _- 0.00 0 _ - 0 0 .0-'- 0 _ 0 _ 0 0 F 19C-0bswp-_ _ _ 0.368 - 1.37_ 023_ 0 0 0 0 8 8 11 2 F -21A-28t -.- -- 0.022 _ - -0.00 . 0.00 0 0 0 - -0 0 -0 6 0, 6 c)AED excursion 3 -153 Envelope losslgain 61 48 2199 1714 12 a) Infiltration 0 0 503 33 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 0 0 Applianoes/other 0 1400 Subtotal(lines 6 to 13) 61 48 2702 3147 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 32 23 11 8 14 Subtotal 93 71 2713 3155 15 Ductloads 56% 329/6 53 23 569/6 32% 1532 1020 Total room load 146 94 4245 4175 Air required(dm) 6 4 171 200 Calculations approved bVACCA to meet all requirements of Manual J 81h Ed. seuPrri��ta.®�Y® 2021-Jan-0812:17:46 RightSute®Urrversal 2021 21.0.02 RSU25831 Page 8 ..XFLOW180Ryder Farm LanM80_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW wrightsaft Right-M Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name WIC Master Bath 2 Exposed wall 7.3 ft 22.8 ft 3 Room height 9.0 ft - heat/000l 9.0 ft heat/000l 4 Room dimensions 8.5 x 7.3 ft 12.3 x 10.5 ft 5 Room area 61.6 W 128.6 ft' Ty Constivcgon U-value Or HTM Area (ft') Load Area (it-) Load number (Btuh/ft--°F) (Btuor perimeter (ft) (Btuh) or perimeter (ft) (Bhih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12F-0sw y 0.065 ne 3.66 0.78 0 0 0 0. 0 0 0 0 Lam-fC NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 NYBTG Default _ 0.300 ne 16.89 __21.32- _ 0_ 0 0, 0 0 0 _ 0 0 VAI 15B11-0w ,_ . _ _a6 0.099 ne 0.00 0.00 0 0 6 0 0 U 0 0 11 --G NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 12 - . 5 . _ -Q 239 51 95 65 � - - 303 11 NYBTG G Default 0300se 1689- 26.59 0---- 0 0 0 . 0. 12 . ... 0._. .198.- .311 _ W 15B11-0uu.6 0.099 se 0.00 0.00 0 0 0 0 0 0 6 0 I-_G NYBTG Default_ _ 0.300 se 0.00 0.00 0 0 0 _ 0 0 0 _ 0 0 vb12F-6sw 0.065 sw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0:300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw .16.89 26.59 0 0 0 0 0 0 0 0 11J0___ _-----_ 0.600_ sw 33.78 13.92 .0 0 0 0 _0 - - _. 0 ,0. 0 W _ _ 15B11-0wa6_ 0.099, sw 0.00 0.00 0 . 0 0 0, _ 0 0 0 0 V/! 12F-0sni 0.065 nw 3.66 - 0.78 0 0 0 0 0 0 0 0 t---G NYBTG Default, __ 0.300 .nw_ __ .16.89 21.32 _ -0 -0 0 0- -0 .. _.0 _.. 0 0 W 15B11-0vu'.6_ 0.099 nw_ 0.00 0.00 _ 0 0_ 0 0_ 0 0 0 0 - 12C-0suv 0.691 5.12 0.76 0 0 0 0 110 110 565 83 11J0-_ 0.600 n ._ 33.78. 13.92- 0 0 0- 0 _0 0 -0 _ 0 C_ 16B30ad 0.032_ -, _ 0.00 _-__. 0.00. _ 0 -0- __ 0 _ 0_, 0 _ - 0 0 0 C 16M8ad- - .. _ 0.026 1.46 -. ,. 121 . 62 62 90 75 129 - 129 188 156 C_ 18B-30w 0.034 1.91 0.57 0 0 0 0 0 0 0 0 F_ .. _ _19A-019A _ 0.034-. - _ 0.00 0.00 _ 0 0 - F 19C-0bswp __ 0.368_ - _ 1.37 _ _ -023 -,- 3 ._ _3__- _ .. 4_ __ _ _ 1 - 2 . 0 - -2 - . . - 2 - F _ _ 21A 28t_ .. 0.022. 0.00 _ 0.00 0 .0 . - U 0 0 _.0 0 0 6 c)AED excursion -9 8 Envelopelosslgain 331 118 1257 624 12 a) Infiltration 119 8 172 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoss/other 0 0 Subtotal(lines 6to 13) 450 125 1429 635 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 125 1429 635 15 Dudloads 56% 32% 254 40 561/o 32%1 7 205 Total room load 704 166 2236 840 Air required(dm) 28 8 1 1 90 .40 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-Jan-0812:17:46 Right SuiteO Universal 2021 21.0.02 RSU25831 Page 9 KFLOWl80Ryder Farm Lane\80_Ryder_Farm_Lane.rnp Calc=MJ8 Front Door faces:SW N First Floor -F�168dm Bed 3 1 Kitchen Master Bed 146dm 120 dm 720dm 7. 700 dm I t00d Living 16Bdm Idm 6' 6• 6• 6• Bath 3 18• dm a• 6• 18x10 14x10 18' 2a Um WIC�dm 9• 6• 6• 6• dm 6. 58 dm6 dm Bath 2 dm 6•Powder Foyer/Dining III 6• 6• 130 dm 130 dm 90 dm Master Bath 135dm Laundry stabs Bed 2 108dm 108d Garage Job#:2600 New York Building Technology Group Scale: 1 : 151 Performed by Tom Baccarella for: Page 1 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place, NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Jan-0812:18:14 Phone:(631)244-6911 www.NYBTG.com Tom@ ny tg com Farm Lane18 _Ryder Farm_Lane.rup Jon@jgranocontraefing.com N Basement aT Ductless Wall AHU Bsmt Bath Finished Basement Ductless Wan AHU OOctm Job#:2600 New York Building Technology Group Scale: 1 : 151 Performed by Tom Baccarella for: Page 2 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place, NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Jan-0812:18:14 Phone:(631)244-6911 www.NYBTG.com Tom@nybtg.com ...Farm Lane\80_Ryder Farm_Lane.rup Jon@jgranocontracbn2.com ' 1 Duct System Summa Job: 2600 +.wrilghtsoft, y Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.38 in H2O 0.38 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.177/0.143 in H2O 0.177/0.143 in H2O Lowest fd ction rate 0.086 in/100ft 0.086 in/100ft Actual airflow 1550 chn 1550 cfimt Total effective length(TEL) 374 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath 2 h 1445 58 31 0.105 6.0 Ox 0 VI Fx 39.3 130.0 st2 Bath 3 h 1412 57 30 0.107 6.0 Ox 0 VI Fx 35.3 130.0 st2 Bed 2 h 2677 108 100 0.091 6.0 Ox 0 VI Fx 53.5 140.0 st2 Bed 2-A h 2677 108 100 0.086 6.0 Ox 0 VI Fx 47.0 160.0 st2 Bed 3 h 3609 145 137 0.092 6.0 Ox 0 VI Fx 41.5 150.0 s2 FoyedDlning h 3240 130 121 0.088 6.0 Oxo VIFx 26.5 175.0 st2 FoyedDining-A h 3240 130 120 0.093 6.0 Oxo VIFx 15.8 175.0 st2 Kitchen c 3504 73 168 0.089 7.0 Ox 0 VIFx 23.3 175.0 st1 Kltchen•A c 3504 73 168 0.097 7.0 Oxo VIFx 7.3 175.0 st1 Laundry h 3367 135 95 0.092 6.0 Ox 0 VIFx 17.0 175.0 st1 Living h 2988 120 114 0.090 6.0 0x0 VIFx 31.5 165.0 st2 Living-A h 2988 120 114 0.091 6.0 Ox 0 VIFx 19.5 175.0 st2 Master Bath h 2236 90 40 0.100 6.0 Ox 0 VIFx 26.8 150.0 st1 Master Bed c 2087 85 100 0.130 6.0 Ox 0 VI Fx 30.8 105.0 st1 Master Bed-A c 2087 85 100 0.097 6.0 Ox 0 VI Fx 22.0 160.0 st1 Powder h 146 6 4 0.099 6.0 Oxo VIFx 13.0 165.0 st1 W Ic h 704 28 8 0.111 6.0 Ox 0 VI Fx 19.8 140.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfrn) (cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 575 683 0.089 703 12.2 10 x 14 ShtMeti st2 PeakAVF 975 867 0.086 780 14.1 10 x 18 ShtMeti WrOghtsoft- 2021-Jan-0812:17:46 Right-Suite®Universal 2021 21.0.02 RSU25831 Page t 'im ...KFL=80 Ryder Farm LaneW_Ryder_Farm_Lane.np Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 0x0 787 904 167.3 0.086 648 16.0 Ox 0 MFx rt1 rb3 0x0 289 248 109.9 0.130 653 9.0 Ox 0 MFx rt1 rb4 0x 0 202 167 110.0 0.130 578 8.0 Ox 0 M Fx rt2 rb5 0x 0 273 230 113.5 0.126 618 9.0 Ox 0 MFx rt2- Return Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1075 1153 0.086 652 18.0 0 x 0 ShtMetl rt2 PeakAVF 475 397 0.126 604 12.0 0 x 0 ShtMeti rightso, 2021-Jan-0812:17:46 Right-SUte®Urrversal 202121.0.02RSU25831 Page3 ...KFLOW180Ryder Farm Lane\80_Ryder_Farm_Lane.rLp CaIc=MJ8 Frort Door faces:SW 0130 rFOUNDATION(IST) ► ------------------------- �A . C1E1 �' _ • • loy I AOL , Ilk ROUGH FRAMING& rum PLUMBING Wa TIMM ® _ , .F ► �y INSULATION PER N.Y. STATEENERGY CODE 91 - - - 03 ME ■ter--_,. � ,� .,� -� � - . ®f1 _ -r fig•. L-.�. , :- sADDITIONAL COMMENTS �! l_.� ,r�•1��I XWI 1ffl - t� z 1I r7 p m%] I MM / i / PROPERTY INFORMATION Existing use of property:Vacant Land - residential Intended use of property:Single Family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to F-9C) this property? ❑Yes BNo IF YES, PROVIDE A COPY. Check Box After Reading:l/The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATiON.IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By( rint name): my DeVit® BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ,e being duly sworn, deposes and s%that s)he is the applicant (Name of in vidual signing contract)above named, (S)he is the cl� Y—VII (Contractor,Agent,Corporate 6011&6, eth 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 1 OL�-day of tihv , 201�-71_ Notary Public G�-�N DEV�T�.� NOTARYPUBLIC PROPERTY OWNER.AUTHORIZATION I'm ;'ID#01DE6368125•; o'1 (Where the applicant is not the owner) 0; •, EXPIRES ,` cc�N7Y,STP��• I, Ke?" tie- residing at ,;�D .son 1 tri , do hereby authorize i4, VC-!d 1Z�f � .�i�i �h t-, to apply on my behalf to T n of Ssw Id Building Department for approval as described herein. AM Owner's Signature Date Print Owner's Name 2 Building,Deuartment Application AUTHORIZATION (Where the Applicant is not the Owner) residing at ,)5,10 ` )4 `� (Print property owner's►lame) (Mailing Address) P I de n AL do hereby authorize L ao d 4 u II Sn r�1► (Agent) to apply on my behalf to the Southold Building Department. (Owners Signature) (Date) (Print Owner's Name) oSu�Fncjt�, BUILDING DEPARTMENT-Electrical Inspector CR < TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ,y1jo� �a0� Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # G q & Date / 2021 Customer Name Electrician Name r P 0 Address �'-,G (Z - Gtr-/Yl �� Phone �&7 S S� e-mail p P (-r_1 e-mail �� 60 r �t 77-- Phone License# j 2 4/ 0 2 Size0-0 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 v or 90 days from the date above. Authorized by % :; BUILDIN fat G DEPARTMENT- Electrical Inspector .. FEB 1 9 2021 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 11971-0959 Xone (631) 765-1802 - FAX (631) 765-9502 rogerr(a_southoldtownny.gov - seandasoutholdtownny qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: F-e\DfUa Company Name: Priiy\cetc i In Name: M l y ._ \Ln_,1f r License No.: MF -52 yA email: W)% r`�nnC i s biZ Phone No:U3)-3,�-1_5vto El request an email copy of Certificate of Compliance Address.: 13%() r adswQ bnok N \� 1 JOB SITE INFORMATION (All Information Required) Name: S v Lo 1 Address: SO VZ-:Ld Lr' Faf rn n lLn* Cross Street: Phone No.: BIdg.Permit#: email: Miy-t Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) fnS(}Prfi(5y-\ Cil 200 (gyp Q t r�4 pano on yonrl�( -a r Sit' QST. S2 r1 -�e_f\k . Check All That Apply: Is job ready for inspection?: dy,� S [:]NORough In final Do you need a Temp Certificate?: YES [:]NO Issued On Temp Informaf n: (All information required) Service Size T1 Ph ❑3 Ph Size: ?_bC) A # Meters AOld Meter# ❑New Service ❑ Service Reconnect ✓ Underground Overhead # Underground Laterals ❑1 ff2 [JH Frame QPole Work done on Service? [`(Y ON Additional Information: PAYMENT DUE WITH APPLICATION Gmcp Electrical Inspection Form 2020.x1sx �� E C E � VE guFFID(,� BUILDING DEPARTMENT- Electri I I pefig 0 6 2021 Oho COG TOWN OF SOUTHOL �� yam► BUILDING DEPT. o Town Hall Annex- 54375 Main Road - PO MVfMUTHOLD `" Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr-southoldtownny.gov — seand(a)-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/05/2021 Company Name: Prime electric Inc Electrician's Name: Michael Hunter License No.: ME-52402 Elec. email:mike@primeli.biz Elec. Phone No: 631-387-5650 ED I request an email copy of Certificate of Compliance Elec. Address.: 1380 Broadway ave holbrook ny 11741 JOB SITE INFORMATION (All Information Required) Name: Esteves Holding Corp Address: 80 Ryder farm Ln Orient point Cross Street: Main RD Phone No.: 631244 6911 Bldg.Permit#: 45750 email:jon@jgranocontracting.com Tax Map District: 1000 Section:15 Block: 5 Lot:24.31 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): House rough and finish Square Footage: 14639 Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals D 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION A �� r> Telephone 63 Town Hall Annex �� „ p ( 1)765-1802 54375 Main Road a Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 w �, t BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: \ �_I I7,1 Owner: Location of Property: �d e� ale g"""' � el" 'e-, Please.take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) 5__f_ Signature: 9414 ?W— - - Name(person submitting this form):_ �I1(a— 4�e Capacity(check applicable line): V Owner Owner representative TrussRegMdoox Effective 11112015 D ECE " .E OS�FFp1�,C BUILDING DEPARTMENT- Electri . I I peaW 0 6 2021 TOWN OF SOUTHOL may► yam► BUILDING DEPT,. =` Y Town Hall Annex - 54375 Main.Road - PO 'PFVu?uoL° o at • Southold, New York 11971-0959 '. y O� Telephone (631) 765-1802 - FAX (631) 765=9502'rogerr(a�southoldtownny.gov - seand(ab_southoldtownnV`.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/05/2021 Company Name: Prime electric Inc. Electrician's Name: Michael Hunter License No.: ME-52402 Elec. email:mike@primeli.biz Elec. Phone No: 631-387-5650 D I request an email copy of Certificate of.Compliance Elec. Address.: 1380 Broadway ave holbrook ny 11741 , JOB.SITE INFORMATION (Ali Information Required) Name: Esteves Holding Corp Address: 80 Ryder farm Ln Orient point ' Cross Street: Main RD Phone No.: 631244 6911 Bldg.Permit#: 45750 email:jon@jgranocontracting.com Tax Map District: 1000 Section:15 Block: 5 Lot:24.31 BRIEF DESCRIPTION OF WORK, INCLUDE,SQUARE FOOTAGE (Please-Print Clearly): House rough and finish. Square Footage: 14639 Circle All That Apply: Is job ready for inspection?: 1 YES ElNO Rough In ❑ Final ; Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 02 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches . R 99- Outlets GFI's t� Surface Sconces. H H's07 UC Lts F.i Fans 3 Fred e n. s- Exha.u`st , + oven 1e wp' . Smoitos f pW.. Mini: CV ..._,. . .. .1Vlicro• �Gene`ra,or: ;.'. op- -._._,....._._. . ..._..__...... ...... ..._... . s s Cookt� .� "ran fer` -.... C. � 7� AH � Hood ,I Service Have 'Used- Special:- Comments: r i ��2 Woodhull Expediting, Inc. 1031 Main Street Port jefferson, IVY 11777 (631) 474-1451 Fax.- (63 1) 476-7357 January 10, 2021 Town of Southold - Building Department 54375 Main Road Southold,NY 11971-0959 Re: New Building Permit application JAN 1 4 2021 80 Ryder Farm Lane, Orient, NY 1000-15-5-24.31 To Whom it May Concern, My client, Esteves Holding Corp. is applying for a permit for a proposed single family dwelling. Enclosed, please find the following for your review: • Building Permit Application • Survey - I copies • Plans - 4 sets with REScheck and energy does • Contractor's Proof of Insurance • Signed authorization from owner • Utilization of Truss, etc. form signed by owner • Suffolk County Health Dept approval • Check made payable to Town of Southold for the permit fee Should you have any questions or concerns or require additional information, please do not hesitate to contact my office. Very Truly Y u Am M." Vito, President Woodhull Expediting, Inc. March 1,2021 I Amanda„ ,y I have full set of the ammended plans for 80 Ryder Farm Lane, Orient.The current permitted plans have a smaller foot print as this enlarged the bedrooms and baths and includes on open Zoom Room over the garage for home office space. Esteves 1000-015-00-05-00-024-031 Sincerely yours, Jerry Cibulski 631-404-2507 Nunemaker, Amanda From: Nunemaker, Annanda Sent: Monday, March 8' 2O21 10:59 AM To: ']enyCibu|ski' Subject: RE: 80Ryder Farm AmnnendadHEERSand Survey From:Jerry Cibu|sWxjerryoibu|ski0Dgnnaiicomn> Sent: Friday, March S, 2O2112:08PM To: Nunennaker,Amanda <Anmonda.Nunenmaker@1ovvn.southn|d.ny.us> Subject: Re: DORyder Farm AmmnendedHEER3and Survey | completely understand. BP#4S75O Mytwo questions are 1- Do | need updated Board ofHealth? 3-General timeline guesstimate ]erryCibu|ski OnMar S, 3O21, otl1:47AM, Nunemnaker,Amanda wrote: O|, | put the emailed documents inwith those plans. VVeare alittle backed upaoplease bepatient h�) --_- - - - _- _— '-_ ---- -- . - ._ - - From:Jerry CJbu|ski Sent: Friday, March S, ZO2111:43AN1 To: Nunennaker,Amanda Subject: Re: OORyder Farm AnnnoendedHEERSand Survey Feb 25 was the ammended letter and small prints of the architect drawings in a priority envelope addressed toyou inthe box. | have pictures ofboth ifneeded JerryCibu|ski OnMar S, ZO31, at11:SSAM, Nunen1aher,Amanda < wrote: Ok.so the items you emailed me today were not included in the drop box items? 1 I u FS.CODISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 #R-20- 1351 LPI \ I 0.9'N \ SOS sAG SEW DWEWf�•ty P EL 13.3 \ FENCE/ \\ NUN/ f/J \ O 01 O 0 N vol lb LP \ X \ / 4 BEDROOM SYSTEM LP 1250 GAL.5.7.(3)B'0x4'DEEP L.P LP DW \ { ^O ^00 O+ S.T W/WELL LINGWATER \ 1_�l• 4 (12.0) C.O. - \ _ EGRESS \ FF,NC'E j WINDOW WEL / 9VS `\'DRY WELL _ \ NAS oe -- " 1} �. �O / \ E 92 WELL \ I qo. °•;0$ 'OPpS�RM,.. _ P PROPOSED SOIL PROPOSED LIMIT G s P C "' STOCK PILE AREA OF DISTURBANCE f n2 r \ o ''....,,':FfE�,.-:.('!.:.:.::r.,.--, EGRESS WINDOW WELL '.I clam \ c �o Oj �� 98.6' p WPAE/ Z G LPm 9 1 0 'v.7.,:,�:'GP�'v51.,\�:: . .... DRY WELL / +• ry — PROP. WE '1 — � L j0 o'�:::. � ._...._...... pfEIJOU PR,EWPJ �y 750' 3a OPOSEO PROPOSED RO m \ STAGING AREA O AND CONSTRUCTION spEs/ m9. _ ENTRANCE Pp i Oj'DRY WELL JE E _- .30 \ Of f PP EDGE EDGE 0 TYPICAL ORYWELL CROSS SECTION P \ (CONC. PRECAST COMPONENTS) U. AIP \ 25� a-GUB raR Npx_,ReR xG / R 6-SUB ROR iR<RRIC BEaAtNGeP NGAW putt OVEO INLCi PIPE Si Ia1.BANE exp -t.-PIA.Ilov III PAPE ON. [brEF 10 GRepE TO EMPiPN.latpu NGS PBCNEp 1/e-/I' ITCHED/ON, OPS <S. ®o0E]F-1 El El P TYPICAL CLEAN OUT i SLATE OR—e STOPPER END SUITABLE COVER \ OR PLUG 3'MIN. 8' - COLLAR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL 30'ELBOW 60' WYE FLOW— ELEV. 10.7 TYPICAL SIT SCREEN SECTION OL DR BROWN FFL 11.2 Cover to gmde GEOTExTILE WRIC SILTY LOAM ifdrop"T'is SUPPORT Posr= 1' used on inlet. Lacking cast-iron wood pa afro BROWN CLEANOUT GRADE 9.2 cove to grad. GRADE 12.0 RLaw DiafcnD ML SILT Chimney E. —n IT 0 —6' 0 Mm 20"WIT Ism drop-r under neeneI Z (10.1) eA NITUED FORCH oPeninsfn meivtenance to TING GROUND PALE wr, _ BROWN (9� r. m m a I-III-III=IIHII-JII-III- 11=T=IHlldli-III=ITI-III FINE TO a (9.6) m m mma III=III=III=IIHIL-I 1=11 III-II III=11=11H11-III= Miu.4-die.SDR 35 pipe•p�(9A) (9.I)(9.3)- m®m �_ = —I— - —1— — =L-= SW COARSE ulllulll RLI IL 11 u'dQ L' LI uITI-1 II I Illi or N.I.Pi.bed l/4"/R Flow _ — 'I _ _ =1 SAND Ballle Min.4"di.SDR 35 Leeching Pool(typ) 10 m pipeofequal. Pitched 118•per foot WATER EL 2.6 3 collar WATER IN e•ml^ Book Su material In be .�].Bonom Df B'pia, leen sand&grovel PALE BROWN Y EL(51)� 1250 GAL.PRECAST S.T. ®ma SO.M FINE TO w. COARSE BU SUFFICIENT TO KEEP �y Bowm DfLeecbin Pools ®�sam SEDIMENT ON SITE SAND HAY BAIL AND/OR SILT FENCING 17' HIGHEST EXPECTED WATER EL 2.6 w 10/26/05 McDONALD GEOSCIENCE Sanitary Cross Section A Q. NAVD88r Z AREA: 40,953.35 SOFT. or 0.94 ACRES ELEVATON DATUM: _________________ DRAINAGE CALCULATIONS: o 0' o 0 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY A)DWELLING W/COVERED PORCHES=4146 SOFT. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 4146 x 0.I66=688c1 w ONLY TO THE PERSON FOR WHOM THE SURVEY/5 PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION (2)B'DIA x e'DEEP DRYWELL= 708ct PROVIDED NSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ji LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. /4"�S TONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE B)2RO37IVESAY=2037 SOFT. FILL i0 18" Min. ABOVE EXISTING GRADE FOR DRAINAGE. 2037 0.166=338cf REOUIREO ( ) NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, AOD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (1)8'DIA r e'DEEP DRYWELL=354cf PROVIDED AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 175 CERTIFIED TO: ESTEVES HOLDING; ZONED R-40 MAP OF:ORIENT BY THE SEA SECTION THREE FRONT: 50' MIN FRED:OCTOBER 16, 1974 No.6160 SIDE: 15' MIN, 35' TOTAL REAR: 50' MIN SITUATED AT:ORIENT TOWN OF: SOUTHOLD REVISED 03-05-21 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 10-07-20 / Professional Land Surveying and Design THE WATER SUPPLY, WELLS ORYW£LLS AND CESSPOOL P.O. Box 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE N220-116 SCALE: 1"=30' DATE:AUG 10, 2020 N.Y.S. LISC. NO. 050882 PHONE(631)298-1588 FAX(631)298-1588 AND OR DATA OBTAINED FROM OTHERS. 7� FREDERICK ROBERT WEBER B ARCHITECT A'1 21'-2" 12'-1" 8" 4'-8" 8" 4'-8" 8" 12'-l" r--i r=-, r- 1 -------- r------- 11 r__________________I ______J L_______J L——_—___J L-—___———_—__—___—_______— I II1. : r--------------- ----------------------------------------------------1 I : 1 I 1 I I i 1 C I 1 UNEXCAVATED : 1 I 4" P. Conic. Slab w/ j I 6"x6" 10/10 WWF Reinf. - i I I I I � I I'-4" 10'-10" I'-4" 10'-10" 1 8:' 1 I 8" P. Conic. Fdn. Wall w/ 1 1 4" Shelf for (2) (2) 45 Bars To t Bot. I 1 __ ( Conic. Pier ____ j I „ P 1 �-- (Below Porch Slab) -Slab Edge t #4 Bars 32 oc on L _ L_ ____________ ____________-_____J __________- I 20"x8" Cont. P. 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Slab w/ _ I 1 L - ri U- I:I 1:1 1 VxV 10/10 WWF Reinf. � \ L--------------� I �� = w l .l O �I:I u I:I in I:I - P I I -----T ` ; m P 11 r1 m , f1 - 1- 1 I I I 1 1150 CALVES NECK ROAD I I >I:I > I:I P in I:I °D ~ I I I Pitch to Doors I. I SOUTHOLD, NY 00 I TOWN OF SOUTHOLD _ __ __ 1 1 Water `tic ~ ao IJ oo II ~ GI _ \ I I I 1 I r i i i 1 i SCTM# 1000—L3-1-23 i� -� � r � Service � � ao �I:I � I:1 aD I:I ater „ 8" I Il'_p,r \ _1:1 34'-8" = I:i \ I:I Il'-6 = 20 Am 101 I 22'-8" 1 .8" 1 / 1 I ,. - a5 Fired Pan Irica I I I I I , I Sanitary, - �`+I:I r,V`+ lil - lil 1 I v-• i I Line, - yl:l I:I rIl _ --____-- J I I ARCHITECT: ll! 1 L------------I-------------- ------ Beam I:I Ij I:I --------�- --- - IPocket 1:1 1.1 � 1I:I L-------------- -------�- --, I 1:i ri 1 r--•d- ---------� 1 ---------+-, 1 I i 1 FREDERICK R. WEBER i I --------------- -------- 1,1 --------------I:i------ GFI ------------ ---J 1 : Fi-- - 1 1 I 1 ! I 1 EAST MAPLE ROAD GREENLAWN. 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I I GK h 1 �----------------------------------------------------------------------------------------- ---------J 1 I :. :..... .......................................... ............................................... ................................................................... ..................................................................................... \ n :..:..........................................................:..:...............................' :..........................................................:..:...................................................................................' 1 I M----................... ---------------•-•-.-.-•-•-__---:-�� ek II L---------------------------------- --------- -------- -------------- 41G ) B\ I ------- NOTES: I -------- .J' I - M I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER S 20 -10 8" 4'-5" 8" \E\ PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I 1 ' APRIL L, 2021 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS, 8 -q' S2'-6" MAR 29, 2021 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE REV.: FEB IL, 20211 4- ALL STEEL GIRDERS BEARING ON P.CONC. GATE: OCT 30, 2020 F=OUNDATION WALL TO HAVE 4"xCxl/2" B.PL. B (UNLESS OTHERWISE NOTED) A7 SCALE: 1/4" 5- ALL COLUMNS TO HAVE 6"xl0"x /2" JOB NO: x202009 (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"x6 10/10 WWF RE DRAWING NO. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 7- STEEL SHALL BE ASTM A-36 (EXCEPT FOUNDATION P PIPE COL WHICH SHALL CONFORM TO " ASTM A53 ROUND PIPE). STEEL WORK SHALL O� CONFORM TO THE LATEST RISC SPEC. I��{�� - I�-�� rA2 II � at lig I`i r`_� L. '^., l�._, 1• u " F I- JAN 18 209� '7iT OF A9 Le WINDOW SCHEDULE r------------ ---------------------------------------- I ------'1 Unit Model # Area REDERICK 2x6 Studs I R.O. Opng.Egress (16oc ROBERT UDHG3232 V-2 1/4"x C-0" Yes WEBER .......... UDHG2 3226 3'-2 1/4"x P-O" Yes N 5/8 2" Closed Cell p krill l i l Plywood S ra Foam 1 i II I I I © UDHG2 2018 2'-2 I/4"x 3'-8" No Sheathing 5prag I PATIO oo a I I I ARCHITECT 3 1/2" F.G. I <Z 4___- O UDHG2 2418 T-6 1/4"x 3'-8" No Batts (Unfaced) A i i i EO NOT IN USE I I II I I ® UAWN 20202 I'-9"x 1'-1 5/8" No FRAMING CORNER 1 `------' 1 I 3/4" = I'-O" 13" O UAWN Custom V-2 1/4"x 2'-6 1/8" No SQUARE FOOTAGE: of 6x6 Pressure Treated HO UCA Custom T-Ox 3'-II 1/2" Yes Post, Encase in IAO IST FLOOR LIVING 2211 SF Versatex Trim w/ Base, SI UCA 2841L 2'-5'x 3'-1 5/8" No If N _----------- t Cap, Bolt to Found. FRONT PORCH: 448 SF -------- - Wall, Strap to Hdr. (Typ.) S� UCA 2841.5 2 5 x 3'-1 5/8 No REAR PORCH: 432 SF --------------------- ----- II II ii li C S© UCA 28418 2'-5"x 3'-1 5/8" No GARAGE: 565 SF I I I 1 2ND FLOOR: 190 SF 1 I I 1 Al Model Numbers Refer to "Marvin" Signature, Ultimate, PG50, Low-E4 w/Argon Glass, Simulated Divided Light W 8'-4" 8'-8" 1 I r 1 o I _ EA PORCH 1 v DOOR SCHEDULE I 1 r I , w I I -- -- 11 Width i Height I I _______ � I I Unit Model # n \ I I I I " 2" i3, - " 3" \ 2" I'-10 " 4 - " 5'' „ 2'- " " 3'-4 I/2"I Sim son (Left an „ 3-0 x 1-0 (Door) w/ 3 Ell, I I I 4 Pane Class-Top, I Panel-Bot., I—� Sidelites to Match (2) I'-2'x T-0" (Sidelite ) "Simpson", 31504 (Right Hand) " --------------------------- 4 .Pane Glass-To I Panel-Bot. 2' 8"x (D r i \ On 4" 21_Q„ 1._5,. 2,_1„ 3._2.. 2,_1,. 2._1.. 2,_6,. 4._l„ i �i 1 i I i 1 p i i i "ThermaTru", CCA220, Low E, ,_ „ ,_ " DLL , � SOL (outswing, Left Hand) 3 0 x 6 8 (Door) A S -------� \� � �---, I - :I I I I 1 i i © ® 4SPaneoGlass--To�I Panel-Bot. l2) 2'-8'x T-0" (Door) `a 6 On * Verif Operation 4 I - i r- y P M ,Rain I I -' I i 4'-5' 10 6'-8" 10' Front Loading \ead I I W/D w/ Stonei5tone Facin ; 2 L D CountertAreaway w I GI Pn Fireplace Wall I Island r O Cabinet Above Hinged Gr tCover I a i9 I —__ �� I j j IC Wide I I a e 5AITH �' tr I I - I (Horizontal tyle I I KI iCH N d On I = I _ I 1C50 321, = cel I ao ' I I `; O IPreFab Fire lace, Q,I I � C rrFre (Gas-Fired.. . I �., I.. .. _ I , „ , „ , „ , ,1 Note: I i 4" 1_�.. j I � LIVING ROOM a l I ; ,� W I 6 -O" 3 -2 5 -I 3 -0 2 -4, ICloset I terror I I o f ,COO _171 andira Own r I I I � 0 I ; � u, -' u,Stone43b - -,-;4 4" j i 1'-0' i I I Hearth I 3'-6" 4 -O" 4'-0" 2 , ;O„ 4,. 5'-I' �" 3 -2,. 4., 3' 2., 4., Pbinetl unter iv I4:%, 14 Cab. I I 1 I i Up D 4 4 - MUDRO M O I 1 Dn DRAWING TITLE: Barn _________� Barn - „ = I I Door Doorl �' I 2I'-o" 0 13'=6" -0 4 5'-0°� 4 3 -4" 411 " 4'-4" �" N 3 a IST FLOOR �� 4" i E Barn A -- -.-. .. .........................................................................................:....................I..!... ..... ......................... .. ..................................ti I ---- ---: oor _ i A O ® elf-Closing A-1 Al „ °° ------------------------ : O i 28" lao COATS = 45 Mm. 5/8" Type "X" GLOB I � O 32 Pantr W.O. �, --- Ref. I I __ : O CL• __ Fire Door on Walls E Ceding I 4 —--- ---------- -- Trimmed Opening w/ Barn Doors Trimmed Opening Tri med:Opening 1 ' I CN Separating Garage I - ----- --------- - From--House--Space I 8" I O it 1 _ _ Interior I b, P. Conc. 1 I 4'12" 5'=4' 4 I 4'-II" 4'=0" 4'-9" " 6" 1 Aron w "Bdco" Doom I I 1 I by Owner I P " w/ 12N ----- ------- Built-1 i _ I 1 Pavers ' = I MASTER BEDROOM tr - r GARAGE Extension i. ..... .. ........... 1 JOB: Rain ad L--------------- EULAU 4., i 1,_0„ 4 4„ '-O,. 4" 12,_0" 6' 22,_10„ 6.. I 2'-0" , RESIDENCE I 36,1 1 rn = m 1` __,� _ I I FOYER I I BEDROOM 2 ---- ---------- - SITTING Barri I I a OINI G ROOM = New 5" P. Conc. Slab w/ I ao iV OATS...Door+s.:........ >......... I..I.o... I 6"x6" 10/10 WWFeinf. 1 1150 CALVES NECK ROAD „ I 1 I 0 I SOUTHOLD, NY O I 36 i i i m BAT I i o TOWN OF SOUTHOLD Pitch Slab do Overhead Doors I o SCTM# 1000-L3-'I-23 I _ � I i i Med. - 28" i v - 0 - \------__\\ Cab. i ARCHITECT: C14 13'-8" �, I Built i I o 2"2" 3'� " '2"I'-2" iL41 _ i FREDERICK R. WEBER O I I o i i 0 1 1 O 41 EAST MAPLE ROAD A On I GREENLAWN, NY II'140 I --------------- 52 NOYAC PATH Ln WATER MILL, NY 119'14 2'-4" 3'-2" 3'-6" " " 2'-2" �1'-3" I/ 3'- " 3' -2" �4` /�'� -- 5 -- 6 I/ " 3' 2" 3` 3'-2' 4'-O 1/2" -3' _2' 3'-I" " 3'-6" 3'-2" 2'-4" \ � TEL 431 154-5555 o I I �� PO CH \ I I fweberarchrtect®yahoo.com p II i - II — I I � I I 1 I © © © SEAL: 3'-2" 3'-2" „ 3'-2" 1'-O" o ,�✓��- "`�` �L, Ap j I I \ 1 I in -- — ------------------ --------- 164 ------------------�----- ----------- ------------------ ------------------�--------- 6x6 Pressure Treated � .,,.�n� 0) On "Versatex" Trim w/ Base, ----------- - Post, Encase in IxIO t Cap, Bolt to Fou d. 9'-9 1/2" 9'-9 1/2" 9'-10' 9'-9 1/2" 9'-9 1/2" Wall, Strap to Hdr. (Typ.) � A-1 CF 52'-O" 9'-O" 24'-0" Ilk JUNE 8, 2021 APRIL 19, 2021 APRIL 6, 2021) MAR 24, 2021 REV.: FEB 14, 2021 i DATE: OCT 30. 2020 B B SCALE: 1/4" = 1'-0" FRAMING NOTES: JOB NO: w202OO9 1� 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Q I N DRAWING NO. 2. ALL SHEATHING To BE APA RATED, EXPCSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D s 4" O.C. EXTERIOR EDGES AND 6D s' 12 O.C. INTERMEDIATE. IST FLOOI \ F J--. A 3. ALL SUBFLOORING To BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED To THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. �0111 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. AL_ JOISTS, ALL HEADERS SHALL BE A MINIMUM of 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS `�y A3 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13, ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES To HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF A9 El 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT To EXCEED 81 . WINDOW SCHEDULE Unit Model # R.O. Ar g ROBERT Egress FREDERICK ® UDHC,2 3232 3'-2 I/4"x 6'-0" Yes WEBER © UDHG2 3226 3'-2 1/4"x 5'-O" Yes © UDHG2 2018 T-2 1/4"x 3'-8" No ARCHITECT B O UDHG2 2418 T-6 1/4"x 3'-8" No Al O NOT IN USE O DAWN 20202 I'-9"x 1'-1 5/8" No O UAWN Custom 3'-2 1/4"x 2'-6 1/8" No HO UCA Custom T-Ox 3'-ll 1/2" Yes SI UCA 2844L 2'-5"x Y-1 5/8" No --------------------------------••-------------------------------------- ------------------------------- _----------------------------------- UCA 28445 2-5" x 31 5/8 No II II II II C S3 UCA 2844R 2'-5"x Y-1 5/8" No II II I I I I ,47 Model Numbers Refer to "Marvin" Signature, Ultimate, PG50, Low-E4 w/Argon Glass, Simulated Divided Light W I I I I I I v I PORCH ROOF I (Aluminum I DOOR SCHEDULE I Standing Seam) I I I O (Above) I w I I I 14'-8 1/2" Y-2" 3'-2" 14'-8 1/2" I Unit Model # Width i Height I I II II I im (Left an -0"x l-0' (Door) w/�B B anenlass-Top, I Panel-Bot., endow Pan O (2) I'-2'x 1-0" (Sidelite ) ~� Sidelites to Match I I I I "Simpson", 31504 (Right Hand) 2'-1" Y-2" 2'-1" 4 Pane Glass-Top, I Panel-Bot. 2'-8"x 1'- " _ r ' ----7'-- ---------, i T� m ,� 3 "ThermaTru", CCA220, Low E, 3'-0"x 6'-8" (Door) I-il / N, SDL (Outswing, Left Hand) N ------------ I `� 4;_4, 1. 14., i' 4._4.. // 1 © -� "Sim son", 37504 (Pair) w f----------------�1- rl I I 1 � / I ® 4 Pane Glass-To I Panel-Bot. (2) 2�-8'x 1'-0" (Door) Shed Dormer P• i Verify Operation I I I I I I I I I I I L r 1.4I Med. 3'-2" I - I Cab. I I I = - L, 3._Q,..... ... ._.. .. I I o BEDRIOOM /� '�-0"Rain _ e !................................................. .I................................... I ` I I j O Clg. Break Dn 14R _-1 - - - - CE _AT`f ---- ===7 Metal Balusters, �r I I F I Panel 4 oc, 3 Height o �� I DRAWING TITLE: 30" I I I 30 28 4 -9 6 -8 -- l IT-I" ,� I I I AO O Ridge ----------------- ----- Ridg --- --'I'---� - - -� -----------� --------- - _ \� I i I A 2ND FLOOR Al ATTIC ;; � �•� I' I - jl I I I � I I I � � I`� t I L ` I I I _v _ o� _ _ _ _ _ _ _ _ oo III Ridge - - — — — — , �n � - - - - - - -fin 2f� —ter ---4 — 9---ZJ - - - - - - I I = � —O --0 ----- ------1--� I I J L III 1 30 .. .................................................................................................. leder V I i` BEDRt�OM 3 I I I I �'I I 1 1 }II I {f .................I....... .. ......... ... = I I BONS ROOM T- JOB: Line of 8 Ceiling EUL,4U - / 1, 1 2' 1 RE5I0ENCE , v- / Knee Wa a P-6" (±> ; I I ----- - ---- ---- + I I + I 1150 CALVES NECK ROAD 5OUTHOLD. NY I AIDVi (13 a, I 1 �� =i 2 i TOWN OF SOUTHOLD rn1 I mI _ I SCTMS 1000-63-'1-23 un r , > 1 u, in I I — I I I m � T I I / a l I v l ¢ rn o Il °f I I ARCHITECT: II Q1 I v :a -v UI Q I Qj c -0 � I IIS 43 L________________________ ________J i �/ III °C I �I�� V `� i `--------- ---------------------- —� _ 0D 00i at FREDERICK R. WEBER , --_----j , I 1 1 1 41 EA5T MAPLE ROAD �., L--------- / I - -- d I I 4'-6" I GREENLAWN, 4" 14' 4" I 4" NY II'140 1 I I I I L 52 NOYAC PATH `f' I ," 1 I I I WATER MILL, NY 119'16 / (Above) \ I I I I III / 14'-8 1/2" 3'-2" 3' 3'-2" 14'-8 1/2" TEL 631 '15845555 PORCH ROOF \ I II L fweberarchitect ahoo.com (Aluminum \ Standing Seam) \ I I I ® SEAL: :-.:r-_��: 8'-C \ I I 9'-0" 10'_5" 3'-2" 10'_5" cK ------------- ----- --- -------------------- ---- - •-------------- -----••-------------------- -------------------- -------------------- -------------------�. c G Al 24'-0" APRIL 4. 2021) MAR 29, 2021 REV.: FEB 16, 2021 DATE: OCT 30. 2020 B A'1 SCALE: /4" JOB NO: w202OO9 DRAWING NO. 2ND FLOOR_ 0 A 1`y OF A9 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF FREDERICK �+ GFS DUP.REC.-GROUND FAULT ROBERT ® DUP.REC.-FLOOR WEBER 4I DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET ARCHITECT 0 SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) Y RECESSED-CLG. b WALL MOUNTED Ce DUP. FLOOD O-> RECESSED- DIRECTIONAL --------------------------------••--------------------------------------... s0 SHOWER LIGHT (Wet Location) ---------------------------------.._-------------------------------------- I I I I UNDERCAB. FIXTURE II II I I I I Q DOORBELL/CHIME II II EXHAUST FAN II II I � PADDLE FAN II II T � I I I I sP SPEAKER v I I I I TELEPHONE p�-- I I I I I O CABLE VISION W II II I I I I © COMPUTER (Cable t Phone) II II II II (D THERMOSTAT I I I I FAN/LIGHT T^ SMOKE DETECTOR \\ i --- /*------------ (�co CARBON MONOXIDE DETECTOR I � ••. I I I �• � I SWITCH r-------------------------------- I I � •'•.• I � I •.••' i I $ 3 SWITCH 3-WAY $ 4 SWITCH 4-WAY 40 SWITCH W/ DIMMER I I I I I I I $ W SWITCH WATERPROOF I I 1 1 \ I I I Wire Opfly, I ` I (3) Cat 6 I JS JAMB SWITCH I I I KEY PAD Lighted I Mirror I I To 1st .. . ................................................... .. ........................v�.' I 1<........................ .. . ............. .. .............. A... .. .. GFi Noor ......................................................................... DRAWING TITLE: ------- -------- ----- -- --- --'''------ - ------------------------ - ----- \�� i I i i ELECTRICAL ------ P P I - �;------f v I I 2ND FLOOR O urface Surface r j I 02 I Surface I I Surface I \ I I % — ------L--- — --------L1-------- ------ I I I � I II ------- D O° CO � I I i /, I .. ..................................................... .. ..... ...:,......... I I i I JOB: II (' --- Printer EULAU RESIDENCE \Wire Only, I I (,3) Cat 6 i ;.f, I I I I I I •• I ` O i i I I I 1150 CALVES NECK ROAD I I I SOUTHOLD. NY I I I � I � � •�•• I `\ � I I I TOWN OF SOUTHOLD TV I I I I SCTM# 1000-L3-1-23 i4& Recessed Box I I ont. I I I I ARCHITECT: Som Bar I I \ I I I I I FREDERICK R. WEBER Qp I i i I i I 41 EAST MAPLE ROAD I 'I L--------- I ---------J d1 I I i I i GREENLAWN. NY 11140 /• \ III i i i i 52 NOYAC PATH WATER MILL, NY 11916 -------J TEL 631 154-5555 \ III fweberarchltectsphoo.com SEAL: - . . `� ------------------ ----------------------------------------- -------------------- ------------------- ! - ------------------------_----------------------_..-------------------_---------- -----------: . JULY „Q. 2021 JULY 1511, 2021 JUNE 8, 2021 APRIL 6. 2021)1 MAR 29, 2021 REV.: FEB 16, 2021 _J DATE: OCT 30. 2020 SCALE: 1/4” = .1'-0" JOB NO: w202OO9 ELECTRICAL DRAWING NO. 2ND FLOOR_ E2 OF E2 i CONCRETE COVER OR REDERICK TRAFFIC C.I. GRATE ROBERT BEARING SLAB PRECAST WEBER CONCRETE SITE DRAINAGE: APPROVED AS NOTE 6 CHIMNEY � 1 p STORM WATER POLLUTION PREVENTION DATE: t Z ' gP # `( DRAINAGE DRQ AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) CONSTRUCTION PHASING: FEE:L�- �DN Y. ARCHITECT I- INSTALL CONSTRUCTION FENCE. NOTIUILIG R MENT AT PIPE L't'`'M 1 1 41, #2, 43, 44 HOUSE, GARAGE 4100 sf x .166' Rain = 68D.6 cf (4) 8' Dia. x 4'-6" Deep w/ 760.5 cf 765-1802 8 AM TO 4 PM FOR TYPICAL O w I PORCHES t PATIO Traffic Bearing Top 2- DEMOLISH ( REMOVE EXISTING HOUSE & FOUNDATION. FOLLOWING INSPECTIONS: E 3- POUR NEW CONCRETE FOUNDATION WALLS FOR NEW FRAMED DWELLING. I. FOUNDATION - TVo REQUIRE 1 DRAINAGE -' I 1�5 (1) 8' Dia. x 8' Deep w/ 338 of 1 RING "' j I DRIVEWAY 1116 sf x .166' Ram = 299.8 cf Traffic Bearing Top 4- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM FOR POURED CONCRcTE 1 i 5- FRAME NEW RESIDENCE AND INSTALL ROOFING, SIDING ( EXTERIOR TRIM. 2. ROUGH - FRAM'^!G & PLU",,"BIN 1 I 1 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. 3. INSULATION 4. FINAL CONSTPL, '�inN, MUST 1� L House, Garage and Porch Roofs to have Gutters t Leaders BUILDABLE SITE AREA: 28,105.88 SF, LAND DISTURBANCE; 10,000 SF 13E COMPLETE Fac C 8 -O � 1 2' CLEAN SAND t Connected to Underground Drainage Structures (Tgp.) ALL CONSTRUCTION SHALL MEEI THE EXISTING CONDITIONS: SITE IS FLAT (SEE CORNER ELEVATIONS) AND MOSTLY REQUIREMENTS OF THE CODES 0 NEW GRAVEL FILL -------� 8'� Ring: 42.25 cf/Ft of Height CLEARED IN AREA OF CONSTRUCTION t DRIVEWAY. (SILT FENCE NOT NECESSARY RK STATE. NOT RESP SIBLE F^R FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM IF SOIL CONDITIONS REQUIRE IT. SIGN OR CONSTRUCTION ERR )' RR TYPICAL SECTION ® DRAINAGE RING EXCESS FILL FROM BASEMENT AREAS AND DRAINAGE STRUCTURES WILL BE REMOVED. RS. CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE EXISTING DRIVEWAY AREA. r � REMOVE TOPSOIL OVER PROPOSED HOUSE FOOTPRINT, SANITARY SYSTEM, COMPLY WITH ALL CODES OF w X '39-504 DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. NEW YORK STATE & TO N CODES AS REQUIRED AND GOND TIONS OF M EOP 39 31 IUA /k YNG S/N z70, / TIRUSS PLACARDt^!G I'3EQ"J1t3E® p�V pUkb�w<<NG ` (/I� �(�J To 7'0 FR 4 P,�iO '4 TFT ` V WN N N�j FFK ASPHALT TRAFFIC S ELECTRICAL C.I. GRATE Top Coat BEARING 4 21 ' �50, INSPE-CTION REQUIRED Base `GRATE Re eT 2 /�c 39-oo /Q 610,1,0PRECAST PIPE TRENCH Sq, 5O O � C, `oP F� V 1 CONCRETE `r o� DRAIN E O EXISTING DRIVEWAY BOX W/ �- � TO BE "CONSTRUCTION W DRAINAGE RING A0 < OCCUPANCY OR TRAFFIC / ENTRANCE' EQ BEARING SLAB BL�N� X 39.23 GE pF p PROPERTY OWNER: USE IS CO DRAINAGE // / W\ S SEMEN F DENNIS EULAU UNLAWFUL 6 T F T/N 1150 CALVES NECK ROAD WITHOUT CERTiFIC,na �� PIPE (TO DRYWELL) CROSS SECTION �,� 9 oP 3869 MS G J / � �/�� TEST 01i lUi �Y S/N � TYPICAL C.I. DRIVEWAY INLET TRENCH DRAIN a DRIVEWAY �� / W � '�°LE84 � pUe4ICF44/,V TOWN of SOUTHOLD OF OCCUPANCY f�emove \ X `��o / i CO C �/4T G SUFFOLK COUNTY. NEW YORK Existing�f \ o i ER p tc,4 /Overhead p W GAS SURVEY INFORMATION: �4v„ / Service / i IU A//<rNG S/ �` / �� New Underg ound �`r / L °moo oust, X 3a'oa S SOUTH BAY CALICE DAVENUE SURVEYING NY RETAIN STORM WATER RUNOFF U84 Ol!/�cNG�F `�� D/ lectric Se vice Nocton EXISTING PUBLIC SURVEYED: JULY 31, 2020 �lC �/NG4`r, iR \ p / �� oPnc� ; WATER TAP 13 ELEVATIONS: DATUM NAVD 1988 PURSUANT TO CHAPTER 236 TAX COT DW 41 \ `� ABANDON EXISTING OF THE TOWN CODE. 2/ p�('j O -� W \ / ; SANITARY SYSTEM R� '4V1//'9�' FTF �, \ /. !� (CONC. BLOCK) ' Exp. i �0 1�2 SCTMU 1000-63-01-23 `X g r• ' 'too , LOT AREA: 28,105.88 S.F. (0.66 ACRES) �OEW / LPI i SANITARY °moo s ,4To Z(j- t NF�S ? w �� ` l� i\ , \ '!SYSTEM f Rf@gR ZONING; R-40 FG'4R'4•W....� / -' �� 5,�pti a NON-CONFORMING LOT: 20,000 SF TO 39,999 Sr TEST HOLE DATA ? o ®' N — 9/, l7 ,� F,� ` _� o' ;<� s`k /00, \ X 3g 30 \ YARDS: (PRINCIPAL) DRAWING TITLE: /sl �` �- ` NT X �� FRONT 4o PLUI"�"BERCERTIFICATION N .... . 0 9 c� ! RE-ROUT EXISTING SIDE (ONE:): I5' TEST HOLE BORING BY � ON LEAD CONTENT BEFORE McDONALD GEOSCIENCE / ° C17 i /9S' A'� / 36'y.`��CN �! WATER SERVICE SIDE (BOTH): 35' SITE PLAN AUGUST 14, 2020 �° ° S/'Y �S �I'� ,/ 39?2 f 3�2 REAR: 50' CERTIFICA TE OF OCCUPANC Y /Generatq� / L�. O 6, SOLDER USED/N WATER PIPE CROSSING: DETAIL (Alternitte;� i �o\ ut ► X 38�7 ,.: F `apo; Q 7 ARDS: (ACCESSORY) EL 38.84 ,�` — SUPPLY SYSTEM,CANNOT ed X7.0,000- 39,999 SF, 18 HEIGHT) GRADE ° , nc ° / ly F E �� 11.. .. / Q SIDE/REAR: 10' (LESS THAN 18' HEIGHT) EXCEED 2/10 OF 1% LEAD. DARK BROWN /41 c f ,-' `� �, SJ V C 1' LOAM (OL) b i (91 3a.a� .: kDR#2 BROWN SILT (ML) v- SLEEVE WOOF DRAIN " �'�, X ��/y/ / �,: X 3�'�� i 'EIGHT (MAX.): 35', (2) STORIES 3' '1' _ Q /° M Ct `:.i.i pyo o LCT COVERAGE (MAX.): 20Y BROWN SILTY PIPE 9 CROSSING o SAND (SM) o — W/ WATER LINE cZ` INI e° ; O / 3 , .. . G i ... i "cP ° , D PROPOSED AREAS: PL1 !r��,l'"R," 'r'` .�. ; � . .., JOB: SLEEVE WATER LINE HOUSE: PIPE CROSSING W/ Fk/S GARAGE: 2211 SF &L�rAT-r �i ;' , .,^ ROOF DRAIN PIPE N / AUTUIt' !°p�,C p1 /y, 3g o9 /S F TAt 0 565 SF EULAU BROWN FINE , , , .q T/ F `' 36 y X X , p, <Vi M/�Y G S/ Q� FRONT PORCH: 448 SF `T NG-EEF;OHE CO'VEfiiN" RESIDENCE SAND (SP) ;� ��`o �`.% `p� . N� /S/OFJ ° T pUeC�ll/�c< F REAR PORCH: -432 SF / ` TOTAL AREA: S UTU 36 ; �T/O GR \�� ° , AX �0T 2 �TFi' ," LOT COVERAGE: 3662a SF 1150 CALVES NE R POC) NF i '40F ,,, i c. e R o A,iF S � `` 12.1/ CK ROAD / , o� G o ` ; / ADe< RON Hi OF V -� SOUTHOLD. NY Fk/ST 4 °Hq� "D X 38 39' i % A'De" N�t Q� Must provide Manuals '4M1� lNG "SINK F N MON ; AF D, 1 and S as per TOWN OF SOIJTHOLD 11' NO WATER �� pu8�4� �G��C \ i� Tq ° = SCTMa 1000-L3-01-23 ENCOUNTERED Tq C w NG 6' X LOT `, / °e EXISTING CONTOUR NYS Energy Code X COT 22�Te� �°2 otN N `''�`��, 23 ,/ �� S 8 .. REVISED CONTOUR ARCHITECT: z °.s� 73 ' ' "�O 8 �� NEW CONTOUR FREDERICK R. WEBER j 36 Q B1o�rTer door So'' Q`o/ Q � 41EAST MAPLE ROAD 8 W and du tvrorlc GREENLAWN. NY 11140 LOCKING CAST S7°CkADf FfN. `` g/ testis required. 52 NOYAC PATH IRON COVER Fk/ O _ �oo Aj Q WATER MILL, NY 11916 EL +41' PROVIDE CLEAN OUT 4"(P APPROVED TO GRADE S / a PIPE. I/4" PER FT. ��l'1/(yNG S/N O � TO GRADE HOUSE MIN. PITCH CONCRETEMAX. BEAR NG pUf34//1C��G \ �,,Sr`��J / Cv fweberarc31tec59ahoo.5om 9 EL +39' CHIMNEY DEPTH SLAB TqX COT 24 190 ` \ } °8' X 391 DRAWING SCHEDULE EL +39 4"0 APPROVED \ ° DESCRIPTION AL: - (MAI PIPE, 1/8" PER FT. COVERETE �90. OQ' Al SITE PLAN O MIN. PITCH 4 A2 FOUNDATION PLAN INVERT INVERT - 1 o J "'. at HOUSE EL +31' �' DEFLIPTH INVERT INVERT I NORTH /Uz A3 IST FLOOR PLAN " EL +31.5' — BAFFLE SEP IC �, EL +36.5' i EL +36.2' NEW 0 ITE F "ofeq Isa R A4 ATTIC PLAN I 50 GAL.) I LEACHING 1 _ T Ser A5 ELEVATIONS TANKPOOL I I 20 -O ;,. A6 ELEVATIONS .. • „ ,; 13' MIN. (300 S.F.) 1 Al SECTIONS COLLAR o AS FINISH SCHEDULE/ TRIM 8'-0" 8'-O" I 8'-0" :, I I A9 CODE DETAILS SI 2ND FLOOR/ IST CEILING FRAMING (IST FLOOR) REV.: PROPOSED SANITARY SYSTEM 52 ROOF FRAMING (2140 FLOOR) EI ELECTRICAL IST FLOOR PLAN DATE: OCT 30. 2020 I NEW SANITARY SYSTEM FOR 4 BEDROOM HOUSE I I 1 I E2 ELECTRICAL 2ND FLOOR PLAN SCALE: Im = 20' NEW 1250 GAL. SEPTIC TANK I I NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL 1 I JOB NO: w202OO9 (1) POOL, 8' 0 x 12' DEEP 1 3' (MIN.) TO HIGH 1 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. i SEASONAL GROUNDWATER DO NOT PROCEED WITH DRAWING NO. 1 , ffRAMIN'D UNTIL SURVEY L------------- -------------J OF FOUNDATION HAS BEEN APPROVED.., Al Ali exterior'lighting installed,replaced or OF A9 repaired shall Conform to Chapter 172 ,of the Town Code FREDERICK ROBERT WEBER B _ ARCHITECT Al 21'-2" 12'-1" 8" 4'-e" 8" 4'-8" r—� r- - r— Ir -----------------1 __----J L_______J L_______J L—__----------•____-- __---- 1Ff r ................................. . .................................................................................................................................................................... 1 1 r--------------- ----------------------------------------------------� 1 I I : I I Al UNEXCAVATED I I I - 4" P. Conc. Slab w/ j I , Vx6" 10/10 WWF Reinr. i I V- I I I I 1 W 10'-10" I'-4" 10'-10" ' 8" 8" P. Conc. Fdn. Wall w/ I I •4" Shelf for 1 P. Conc. Pier _- j I (2) 45 Bars Top t Bot. I I ---' (Below Porch Slab> -- Slab Edge 1 t t#4 Bars 32" oc on I L-------------=----r ------------------J L----------- I 20"x8" Cont. P. Conc. I `r H r/� Ftg. w/(3) U5 Bars. (Typ.) oo ao 31° bo 31 r-------------- ---------------------------- ----------- ----, .�-------------------- ———————�q -- ( W'GFI YI'GFI I ( �— 1 � I i - I II/2" II/2'12'-51/2' gde' I Beam -I'- 8" -q I/�" 3'-2" ---- J Pocket ► I � cv------------------------Hln I a II 1/8" TJI 360, 16" o.c. I i I , I IF - = I I ILn - _ i cv o I 1 o I 13 P i -------- I _ I cv °° J \ - i I I 13 u i I I = 1 I I - � I I 1 cv i ao I Took t -- P. Conc. Fdn. Wall w/ 3'-O" 2'-2" —> L 1 (2) u5 Bars To E 13 t4 Bars 32 oc on Egre s Window � r � I � � I(llnde Island)i ->)--- 5'-9" _q ----1 I qr- ---- I I---- -$_8 ------1 8., 1 „ P Bot. 20"x8" Cont. P. Conc. O 1 in A eaway, 1 _v I I O I O I O - ----- _ i r .., -� j O j , SIII -8 Above I j p I-r j I ID P Ln I Ln -' 13 o 11 0- ----- I I o I in Ftg. w/(3) tt5 Bars, (Typ.) W L -_ I i Slab (Max.) rLL/ I I I _ BASEMENT P - - � _ I I 1 -� � � I � - 13 _ I � ��, _ ' "teel Pipe Col. o IJ/� ' I i Unfinished i I _ x15 P. Conc. Ft L_ - 4--- J _ c :: O = r————---� L-- 5 Bar:; Each Wag L __ C__ W 4" P. Conc. Slab w/ °� �' I) I Up `r I I L_____ _ —————— ————— —— Ladder Iy r 6"x6" 10/10 WWF Reinf. r _ _ _�� r- 3 L III ) II l/8 LVL -' III I (2) II l/ - � _ _ _ I ----------------------- -__ -- = > III III c<1 --------------iii ao1 1DRAWING TITLE: ' I) il rii1iGara a Wall:- P8'-3" o� I OI I 14'-r -t'_4" 14'-0° I) - g ; 1 FOUNDATION A 1 _ I r- III M III r 1 10" P. Conc. Fdn. Wall w/ 00 3 1/2""Steel Pipe Col. on I = 111 III _ 1 I (2) U5 Bars Top t Bot. Al O I 36 x36 A6 P. Conc. Ftg. 8 111 III - I 1 t 44 Bars 32" oc I I I r--+--, r-----,w/ (3) 45 Bars Each- ag-, r-� --, 111 ° I I I Vert. t Horizon. on I 1 I I I I I(Tgp., Unless Othedwise Noted) 1 I v I r- --, 111 I� I I I 1 1 W 10x45 Girder w/ 2x6 o f1. I I I I W IOx45 Girder lii' 2x6 T R 113 I 111 I I III I I 20"x8" Cont. P. Conc. I I �.—._._._— —• P •—•— —I — -- —I•—•—•— —•1— - — 1—.—.—.—.—.—.—. -.— .—.1—. — _ 111 _ _1 —0— I — 111 1 I Ftg. w/(3) t#5 Bars 1 'v I I I I I I I I 1 �I I I I 1 6- j I I I I >13 I I > I:l 1 1 -' 13 I L____J Beam 1 1 1 L_� J 1._9 J L_- J o Pockat I I <13 < I:1 \ 13 3 1/2" Steel Pipe Col. on o , 1 1 I P C X13 13 r- 13 - 3 "X30"XIS" P. Conc. Ftg; a, I I I i I d El 13 D 13 0 = 13 w/ (3) #5 Bars Each Way - I I I I I JOB: I I II 1/8" TJI 36 16" 0.C. I I I I I 1 1 i 1 13 i3 13 O 1 1 1 UNEXCAVATED _ i I EULAU I I 113 13 I) m I I I O I I I " I RESIDENCE 13 '" 13 13 - .fl I �+ � I ;J, III 13 ? 13 13 `" m I I I 5 P. Conc. Slab W/ I I I -, v 1 �, I.I 0 6x6 10/10 WWF Rein'. I X13 " 13 O in 13 = I- P I I I -W---fi SWaterervice `7 I P >13 > 1) P c� 13 I- i i i 1 1 1150 CALVES NECK ROAD 1 SOUITHOLD. NY 13-- I 13 � 13 � r� 13 � 1 I OD X . I--- ao 13 00 13 F_ r I I I I TOWN OF SOUTHOLD I _ \13 bo 1) 1) r I I I 1 I I, I I SCTM# 1000-43-1-23 8" j 17'-O" -1:1 34'-8" = 13 I) ater ateI�'-6" = 20 Amt 101L. 1 22'-8' 1 8 1 urnaceettl Pan Inca I I I I Sanitary = r+ll "+ 13 = 13 I 1 2 _______ I ARCHITECT: W I 1 Line, 0 1) 13 I 1 --- 1 Beam 13 13 I I) - 1 I Col1 Pocket 13 13 I 1 � L---------------y—, r -------�^ --, 1 ii 3 ------ `J 1 -� ---------� . I -- ----------+-, 1 1 I i FREDERICK R. WEBER -------------- GFI-------- ii --------------I� GFI ------------ ---J 1 = I I I I I 1 41 EAST MAPLE ROAD i i 1 1 1 1 i I GREENLAWN. NY 11140 = I I L------------------ ----------------------------1741, ---------------_� ------J I : ib o iE1 ii i 52 NOYAC PATH 1n i 1 I I 1 WATER MILL, NY 11911. I I i 1 Shelf for I UNEXCAVATED . 11 I L---------------------------- -------------- I Lel Slab Edge I 11 I I L------ -- -- -- ------------- ---- ------------ -- I TEL 431 154-5555 I I 1 1 4" 4" P. Conc. Slab w/ 4" I 11 �,, I I I I I 11 fweberarchitecteyahoo.com I O 1 i 1 6"x6" 10/10 WWF Reinf. i 11 p I `-------------------------------------------------� SEAL: ..... Ln .t 1 1 I L----------------------------------------------------------------------------------------- ----------' / 1 :. :................................................................................................ .............................................................................. ................................................................................................ :..:................ ............................ .......................:..:..........................................................:..:............................................................ ..................... :..: 1 1 I LXJ as........................... II L---------------------------------- ------- -------- -------- ------------------------------------------JI �E Ill I v NOTES: -------- -------- \ ti I I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER �' 20'-10" 8" 4'-5" 8" 4'-5" 8" 20'-10" jG \E� a I PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I I \ 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 8,_q, 52'-6" 8'-9" 23'-II" 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE REV.: 4- ALL STEEL GIRDERS BEARING ON P.CONC. DATE: OCT 30. 2020 FOUNDATION WALL TO HAVE 4"x6"xl/2" B.PL. B (UNLESS OTHERWISE NOTED) Al SCALE: 4" 5- ALL COLUMNS TO HAVE 6"xl0"xl/2" B. JOB NO: w202OO9 (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF DRAWING NO. PROVIDE I/2" EXPANSION JOINT AT SLAB PERIMETER. FLAN I- STEEL SHALL BE ASTM A-36 (EXCEPT � PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST AISC SPEC. �I �I-SII 0 OF A9 21'-2" A------------- ------------------------------------------- WINDOW SCHEDULE 1 II 2x4 Studs r-------ii FREDERICK (14"oc Area ROBERT Unit Model It R.O. Opng,Egress .... ..... WEBER .......... VI 0 ------ ADH3260 a'-2"x C-O" 5/8. L2 - Yes Closed Cell 0 rill Plywood Spray rag Foam Insulation 11 ADH3250 3'-2"x 5'-0" Yes ARCHITECT No Batts (Unlaced) A ADH2438 2 x 3 @ ADH208 2'-6"x 3'-8- No FRAMING CORNER II' 3" APW54�0 5'-4"x C-O" No 3/40 1'-0" IL o SQUARE FOOTAGE: 6x4 Pressure Treated AAN1818 F-8"x 1'-8' No Post, Encase in IxIO IST FLOOR LIVING 2 211 .5 F Versatex" Trim Lul Base, --------------------- ----- "t Cap, Bolt to Found. @ AAN3228 3'-2"x 2'-8" No U------------ -A Wall, Strap to Hdr. (Tgp.) FRONT PORCH: 448 SF --------------------- --- REAR PORCH: 432 SF ACW2440 2`4"x 4'-0" Yes GARAGE: 545 SF C Model Numbers Refer to "Andersen" A-Series, PGSO, 2ND FLOOR: Al 190 5F Low-E4 w/Argon Glass, Simulated Divided Light IT-O" L I 7i73�o-- I L 8,-4" I I REA I� PORCH 0 - 1 = I 1 I W DOOR SCHEDULE 11 11 Unit Model It Width ( Height 11 T-l" 2--V 4--2" 2'-6" 1. 3 L Il- 2'-6J" -1 1/2" L (D "Simpson", 31504 (Pair) 11 11 4 Pane Glass-Top, I Panel-Bot. (2) 2'-8*x T-O" (Door) FSI � (A a4i "Simpson", 31504 (Right Hand) 2'-B*x T-O' (D=) On 4" 2'-8" 1,11-5" L. T-7 4 Pane Glass-Top, I Panel-Bot. L- 31-2 21 A ------------ I DWILL------ 1 1 3'-O*x C-8' (Door) I I SDL (Outswing, Left Hand) @ P �ullt-i Dn tr reel i an in Verify Operation Tub Front Loading W/D wl Stone Q Stone Facing on Fireplace all Countertop Island @ Cabinet 0 Above Apb il 3 5, W1 le e iq D n �4, Med. ILI &-__Horiz>ntaI St le Cab. KI CH ]N I I fzrt 1J, Pref Fire ce, tilt I j I Areaway w a , ' " _r` " 1 3 32n Gas- fired I z Hinged Gr to ..... QO Gass i Note; ....... ........................ .. Cover GIVING ROOM] W Pane Closet I terror 2'-4 bo 1 Q3 () ,I Ln by Owner in-c—Stone i-n cy [4.1 L Hearth 1-0"1 -p�.�j 4'-0" 2 r 3 -2" 1 L 3--2" 8 -81. 1 L ne n(n 2 ;H iad 28" L Up D JMUDROEM Barn ICL I I On Door 21'-0" 0 141,11 51-01.�4 All 3 -4" 3'-8' ---------------- - ---------------- DRAWING TITLE: 7 ;r IST FLOOR A ^A . ...................................................................... ............ .... ..... ....................................... .......................... 22" 22" rA_� . .............................................................................. ................... ..... . . Self-Closing OD -I 0 0 A co 45 Min. 32" - 0 -1 5/8" Tqpe OX" GW-.8 A Fire Door C14 ------- on Walls ( Ceiling Trimin d Opening Trimmed:Opening Triffmed:Opentng C14 Separating Garage I ! --------- :------ I'll ....._. . . -1....... .. .................... ........... .....From -House--space": 0 --=----- ------------Lj ------- 11 Note: 41. b,, P. Conc. 4 :0 x by Owner Apron wl Pavers [MASTER BEDROOT11 GARAGE JOB: Rain ad L------------- EULAU 4" T701, 41, 4" IT-O" 22'': 12' C14 RESIDENCE r———————————— ------------- CA .-V DINT BEDROOM 2 ' `yLA ZL New 5" P. Conc. 'Slab wl 5S ...... .......................................... 4'xg" 10/10 WWF Remi. 1150 CALVES NECK ROAD SOUTHOLD. NY H kI IR rA Pitch Slab 6 TOWN OF SOUTHOLD Overhead Doors 0 SCTM# 1000-43-1-23 28" ARCHITECT: bo A ix FREDERICK MAPLE (7� A 41 EAST MAPLE ROAD Dn GREENLAWN, NY 11140 L_______________ 52 NOYAC PATH LnWATER MILL, NY 11914 2'-4" 3'-2" 3' 2'-4 --4!-3 2'. 4'-4 1/2" -4L 4 1 3'-2' 4'-O I/2" 4 3'-2" 2*-4" 0 /10 POI�CHJ fweberarchitect9gahoo.com SEAL-7. ±:L\ 11 0 Ln 117-, ---- 4xt Pressure Treated qgk ------------- ------------ ------------------ ------ ----- ------------------ ------------------ ------------------ ---- ----- 1 7-——————— Post, Encase in 1XIO Dn "Versatex" Trim wl Base, t Cap, Bolt to Fou d. 9'-9 1/2" 9'-9 1/2" 91-10 9'-9 1/2" 9'-9 1/2" Wall, Strap to Hdr. (Tgp.) Al ST-O" 24'-0" REV.: DATE: OCT 30. 2020 Al SCALE: 1/40 = I'-O" FRAMING NOTES: JOB NO: w202OO9 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 1. ALL FRAMING LUMBER SHALL 13E GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 1" O.C. EXTERIOR EDGES AND 0 0 121, O.C. INTERMEDIATE. IST FLOOR PLAN 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL, 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 4" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 3 O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR <A 7 Sink 117D W�'L ---------- din C nt Cabinet n e�t t OA�l 0 32 G 2 M' ad YA e 1.1 C'o',rn g .......... 45 in. Fire Doo _T_ ..... .... ....... .... ... Note: bq Owner L t 2--4 5, SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8' PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W1 STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. A9 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL, 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. FREDERICK ROBERT WEBER B ARCHITECT A� : --------------------------------••---------------------------------------- .. ------------------------------------ -------------------------------------- II II II II II II II � I I I I Al II II II II I I I 36'-0" I 4'-5" 8'-4" 1 � I PORCH ROOF I v (Aluminum I (I I Standing Seam) I I O (A b o v e) I W I I I 14'-8 I/2" 3'-2" 3'-2" 14'-8 I/2" I I B B I I I I I endow Pan I I I I V 1 _ - 2'-'1" 3'-2" 2'-l" VT�1 Z I 0 -- --------- I `\ in I I I Ln I tr _ _ i --------------- ------------ � 04'-4., 'f' 14,. I� rl Shed Dormer 1 I I I u I L I I \ I I I I I = O 07 Ln I Med. II u Cab. I Ln BEDRIOOM 4 I' Rain = I I to,e d O Clg. Brea On HR ------� �-_------ - - - - --- L -----J- -� -Wood 30„ I �Qo�.Rall��- - H Metal Balusters, \ I I I las Panel 4 -q 4"oc. 3' Height - `�L I I DRAWING TITLE: 30" i i I 30,. 28 61-81, 6' 91-11, 4„ dimes A o O Ridge ----------------- ----- Ridg --- ----V---- - - -`-r -----------� ---- - - I I _ �\ I I I L A 2ND FLOOR Al o CL. I -�i -- ATTIC - � I ' I' I „ _' -----6�� -r- 5'-YO" M II 4 n, 3'-6" q'-8" 1'-2 4'-I, li I I I �\ I L I bo bo I id e I I I � I = I \ I I - - - - - - , �� - - - - - - - - - - -On 2p--r ---ll -----C-IJ L --- ❑'------r _� g --------1--� I Ilk , r _ - _ _ _ to �- - - - - _ - - _ _ _ _ _ _ _ _ - _ - _ I , i 30'` III 30 1 1 I•I I I'I I I I / I I ------------ III; III I I }II BEDROOM 3 If{ - - - - - - - - I ,� I STO AGE I i JOB: u . - - - - - - - -, (U FINI HED) lgwoo. Floor I I EULAU I RESIDENCE 11,2�� I � I i 1150 CALVES NECK ROAD rn� rn1 I SOUTHOLD. NY A10 I i I °o '� I I ! , z, I i i TOWN OF SOUTHOLD "' I > `" I I ,' — rn l I 071 _ I SCTM# 1000-63-1-23 a I I I r / a Q I I I Q3 I Q I �, \\ I I �� v U I U I I ARCHITECT: 1+1 L________________________________ I I IIIA \ I L--_______❑-_______________________,, I I �� I / I \ °D Y I FREDERICK R. WEBER I.•I I I I I 41 EAST MAPLE ROAD �., `--------- / I \ --------- ' i~ d� i I I GREENLAWN, NY 11140 © © \ III ° i i I i � 52 NOYAC PATH F III I I I i WATER MILL, NY 11911. 14'-8 1/2" 3'-2" 3' (Ab3' 2" 14'-8 1/2" \ \ III ------ I zzzaI I _ --____ TEL 1.31 154-5555 PORCH ROOF \ ( I I rweberarchitectayahoo.com II I (Aluminum \ Standing Seam) \ I II SEAL: 18'-0" I..I�------------------- -------- Cr AI Ir Ir ar REV.: B DATE: OCT 30. 2020 A� SCALE: 1/4' = 1'-0' JOB NO: w202OO9 DRAWING NO. 2ND FLOOR_ 1/411 (&0 OF A9 Rain Cap Framed Metal Flue Enclosure Faced FREDERICK In I" Thick Veneer -------------------- -- ------ -- -- - - ------------- -- -- -- -- -- -- ------- F Stone, Flash Into ROBERT Roof w/ L.C. \ ---- ------ ------------------- Copper Cap WEBER 12 I - - --------- -- ---- -------- - A- halt l2nd F4614- F12 I ARCHITECT x ... .... . . y Ram's et own t .... f � t I1 I I I y I Window Ilan I I \ w I I I uminu - = 1 = - - - - - - - - - - - - -- -- ------- - - -- -- - - - - -- - - - Sam oof I I - - -I -- -- -- -- -- - -- -- - -- -- - -- -- - -- - - -- -- - -- - - -- -- - -- - - - -- - -------------- ---- -- -- ------ --- 16 "Versatex" o - - - -- I ti r Fascia Bd. w/ w - - - - - - - - - - - - - - - - - - I - - - - - - - - I = -__ - -I - - - - fill IIILI . ............................. ... . . ... ..... ....1 .-.. . . ..--.......... . .... . �. .. .. .... Alum. Gutter Half Round rr....................1 "Andersen". I I I I I I I I I I I I Andersen", I I "He die Pa iel I ar le" Fan A-Series I I Ba en12" 5/4x4 Caving Idi w TrWindows / Si ng Im tt s, jI I I D .. I I I II - II I D I _ J I n 2, " 5 12" 4' I -5' A 12- 5'-4' E 3 3'-2' A I' v. _6" 6,_ 21f4"11 I 3 I I II II I I II II I II II II Il I _' - -- -- - BI st e=pati - / I I---------------- -- ---- - -- -------- --- -- ---- I ------- - StUGGO --------------- ----------------------------- II I I I I I I I � � I I i i I II -4" II -4 1 -4�� I _----Trz,T) L , I 11 I I I I I I I I I I I I I I I I I I I r -iT L--J --_L--�--J r I, I I I I SII 11 I L__J I I I I I ---_--- 4" II II Ill l ----- -��1-I - Ll- -------- ------ -------r, J 1 -- ------------------------------- w r�-r___T:L==-_____T ______________________rJZ�T -___-___-__-_--_-__I_ - _--------__----I-_LI__ -___---____--___-_--r J1TL-I_ —————_—_—_—_————_—_———_______ L _J L _ _ J L__J L__ J , ' I ' L L__J 8'-9" 8'-4" 4'-5" 36'-0" IZ'-p,. DRAWING TITLE: ELEV,4TIONS WEST ELEVATION --———— —————————---—— —— —— —--————— — - ---- ---- ---------- -- - 1= , `� JOB: ' - - - - 12 alt Roof Shingles EULAU ,� i in lin — — — — 12 RESIDENCE Asphalt fen3r_EJ_ mgles � .... .... . . . . .... .... . 1150 CALVES NECK ROAD r SOUTHOLD. NY it I I � Ix8 "Versatex" TOWN OF 5OUTHOLD ' I I I Rake Bd. w/ 5CTM# 1000-0-1-23O O I Rams Crown t Ix6 Freize Bd. I I �/ I ARCHITECT: I i I i Alum lum FREDERICK R. WEBER ------ -- -- ------------- - - -- 11 e 6 = Beat R - - - > - i I i �� 41 EAST MAPLE ROAD - ----- ---------- -- = ---- -- �r- - - - - - - - - -- -- - -- - - - -- -- - -T' == = == GREENLAWN. NY II140 ,r=—— —————------- - -- -- -- ---- ---��' Ix6 iVersatex" 52 NOYAC PATH IIIII --- -- --------- � I - - - - - - - - - - - - - - - - - - - - : - - - - - - - - - - � Fascia Bd. w/ J I_ " ( I dI ........... . . ............................... Half Round WATER MILL, NY 119'4.. ..... .... ..... . ..... ..... .. ... ..... ..... . . .... ...... .. .... ... ... . r' •••••• Alum. Gutter TEL 431 154-5555 I II ( II II II II I II I I I I I I I I I I I I Ii Pweberarchitect9gahoo.com I I I I I I I I I I I I I I I A der n I I I C I I I I I I I II I C I I I A Series I I ( I I I I I I I I I I window" w/ I SEAL: I I I I I I I I I I I I I I 5/ x4 a ig I O I I I I I LLS O II 1 I I LLO O IIS I I I Ll I I I I I I I II I „ I I I I I I I i t I I 1 I I I I rdi nC I I I I sr I I I I I I I I I'I I din w/ rl I I I i z • I I I I I I I I I I I I' I B tte 12, o Tl I7=7=7777I - Stucco I -- -- L- -- -- ------------ --------- -- -- -------- - E I I I I I r-- -- - I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I i I I I rte-, I I I I I I I I r�rl, I I L_—� l 1 L I I II II I I L__J l I I I I I I I I I I I REV.: I I I I I I I I I I I I t 1 DATE: OCT 30. 2020 I I I I I I I I I I I I I I L- --- -------------- - - -'-- --------- - -- I - ----- ---------- --- -- - --- SCALE: 1/4" 1'-0" r , r l,a�r—— ———————————————— -,— — ——I———— —— ——:—————————i—— ——I———————— ———— ———————T 1 , r L L JOB NO: w202OO9 DRAWING NO. EAST ELEVATION, A5 OF A9 FREDERICK ROBERT WEBER ARCHITECT , 4 � -- - ` , r-7 F 1 , II r ` 12 `�I 1 12 � ' I 3 1/2i I 1 3 1/2 ---- - -- - -- -- - - ------------- Ix6 "Yersatex" Fascia Bd. w/ r1 i I Half Round W Alum. Gutter I I I I I II I I I I I II 14 I I I II 'Herdie Pa ell 1 I ® ® ® I SI g Trim 1 II I I Battens 12" c l I I I I 12'-0" I II I Bluestone Patio I I 4 4 A 4 4.4 - - - - I - - - - - - - ' ' e e a to ` r----- ------------ ------ ----------------I I I I I I 9' _6�� 91-0H T-4i 1 I I I 18 I I I I i I 1 I 1 1 18„I 24, 2, 1 1 112'-10" 1 1 L 12,_0„ I LI I � i I r'-�.r', I I r i1ri, I I I F _ J - -J I I L--J I L - _� I I I I I I I I I I I i NORTH ELEVIATIQ 'IN I I li,, , W DRAWING TITLE: F77ELEVATIONS - -- -- -- - -- - - -- - - -- --- Asf)ha!t Roof Shingles JOB: --————————--————— ' RESIDENCE ' 1150 CALVES NECK ROAD SOUTHOLD. NY am ize Bd. TOWN OF SOUTHOLD , ` 5CTM4 1000-43-1-23 12 123 1/2 ARCHITECT: Aluminum 31/2 Standing Seam (goof 41 pFREDERICK R. WEBER 41 EAST MAPLE ROAD I _ � ]1jA4_T141 GREENLAWN. NY IIZ111-400- - - - - -F' -- -- - -- ----------Ti �— 52 NOYAC PATH p Fr ------------------- — ___ 1x6 "Yersatex" 1 it 1 1 1 Fascia Bd. w/ 1 1 Half Round WATER MILL, NY 11916 ..1. ............................ Alum. Gutter 1 1 1 1 1 1 1 1 1 1 1 1 TEL 631 154-5555 I 1 I 1 fweberarchitect® ahoo.com I I I I I I "A der n" i 1 "H die Patel _6 y I I )I D A er sI I I 1 1 1 WI ow, w/ 1 1 Si ng / im I 1 1 1 1 1 1 Battens, 12" oc 3 I 1 1 1 1 1 SEAL: 1 12'-0" i 5/ x4 a l g I I A I I I I II I II 1111 11 II I I Bluestone Patio _ _ _ _ _ Bluestone Patio 4 1 Stucco I I 1 1 I I I IF 1 I I I 11 li I1 I I 1 1 11 I I 18.. 8,. 8.,I r L—L L__J I 1 1 r-rl� I I 1 34 =0" I I L- - ' REV.: I I 1 1 I � ii 1 1 I k 1 1 i DATE: OCT 30, 2020 I II ---iI-L I _/��► r�T------�J------- �----------- --I-/ T' -r---- ---� �- -- ---� 1 V 1 —L�i SCALE: I/4"I '—O" L— _J JOB NO: w202OO9 DRAWING NO. SOUTH ELEVATION. 1/4" = I'—O" A6 OF A9 12 10 ............ .. ............ ............. ............ ......... ............. .............. ............ ......... ..... .... ........... ............ ............ ............ FREDERICK Rams Crown ROBERT Ix8 Rake Bd. WEBER 41 ATfIC10, 12 ARCHITECT ...... ...... 2xlO .. ...... ... ............ ........ ............ .................................. .......... Shed Dormer, 10 00, ... .............. `-L -__4:........ ................... z 2X8 C.T., 14,"��l ..... ... .......... . ...... . .......\......11\..... ............ .............. .. .. ... .. N11 ....................... ......X........ . . .................... ...... . ... ...... .01o 4.1 41 ........... Metal 12 01 1214 T bo M Pan Flashing 3 1/2 Standing Seam I A=LL Alum. Roof 2xI0 R.R., 14" Qc Standing Seam Ln Alum. Roo Hurricane • 14" TJI 340 F.J., lCoc Straps (Tqp.) 'F 9 3/4" Plqwd. 5ubfloor - -- ------ --- - --- 2xI0 C.J., 16" cc C "Roxul" for 02M L Floor Height Matches Sound ITgp.) 1 (3) 9 1/2" LVL (2) 2x6 E� 1/2" Cap iu/ Storage Over Garage II II (3) 1 021 Ram's Crown LVL Hdf. I 13'-4, 19'-2" II II 9x6 Pressure Treated 7 ILIVING ROOM] IREAR PORCH I Post, Encase in 1xI0 DINING ROOM BEDROOM 2 "Versatex" Trim tul Base, 8'-0" 12'_0„ I CL. MUDROOM 111 Cap, Bolt to Found. C14 Wall, Strap to Hdr. (Tgp.) Bluestone Patio, 4" 2'-0" 4L: 1'-2" Random Rectangular FRONT PORCH I 11 1/8" TJ[ 340 F.J., 14 cc 4" P. Conc. Slab 5 1/2" up 144 :4- 11 1/8" TJI 30 F.J., 14"oc 0)8" FF Elev +41.0' 3/4" Plgwd. SubF[oor Bluestone Patio, 3/4" Plgwd. 5ubrloor w/6"x6", 10/10 F,vo Random Rectangular WWF Reinf. IX4I Base L L _______ _ 1 J W --- ---- -- ---- ---- - --- ------ ----- Stone Veneer Stone Veneer 4" Closed Cell Spray WF :Girder Metal X-Brdg. LC "Roxul" for z2- L -Roxul'-' ror--- 1: WF Girder Foam Insul. IR20 in Lu X� Midspan Fire Protection - ------------Ffre-Frvtecticq,�- -- w/ 2x� fE Box-Bag Area 81" 11-31, 4" L8 I' 3 I.VT4 Steel PipeBASEMENT II I I ;D 3 1/2"� Steel Pipe -�. Col:. on 30 X30"XI5" Col. on 30"x30"Z" P. :Conc. Ftg. w/ (3) P. Conc. Ftg. wl (3) 45:Bar5 Both Ways 45 Bars Both Ways 4" P. Conc. Slab WICXC, 10/10 WWF Reinf. L L L24'-8" SECTION BB 34'-0" 11411 it-oil S ECTION C C DRAWING TITLE: Ridges Strap Ridges 8 (T y p.) To Align SECTIONS ... ........... ............. ............ ............ ... ......... ............ ............ .......... . .. ........... ........................ .......... .. ........... ............ .......... ........... .......... . ........................... ........... ............. .......... . .... ........... .. .......... ... .... ............... .2 . ....... Gable" 6" C 0sed Cell �pray (Typical) Foam ln5ule ion ),39) 11 1/8" LVL Rid ge ..... .... .... ...... .... ........... ...............I .. .. ...... ... ....... .......... ...... ............ .......... ..... .... 5trap Ridge 0 R.R., 6' oc 2xI 12 ... .. ... 4" Clos d Cl! I Spi 3g ...... ..... .......... JOB F� im In ilatio (R2 1) 2x8 C.J.* 16" cc ..... .......... .......... ....:.......... .......... ............ ..... Asphalt Roof Shingles, 12 lHigh Wind Nailing) Z(3) 14" LVL Gider Supporting EULAU Upper Rafters Valley Beam Shingle Underlagment, RESIDENCE III 2xq (Per Manufacturer) ........... .............. 5/8" Plywood ........................................................ 1150 CALVES NECK ROAD 1'=2" 2xI0 R.R., 16" oc 5OUTHOLD. NY TOWN OF SOUTHOLD SCTM# -43-1-23 1000 T 110 - Ice t Water Shield T.- 00 a Roof Perimeter Ln (Insulate, Plqwd. Floor) "Hurricane" Strap ARCHITECT: 11 1/8" TJI 340 F.J.. 16"oc on Solid All RdFter5 _4" 2x6 fE on Floors to Bloc rq 3/4" Plgwd. Subroor FI ,--Plywd. Sheathing jkl'Top of Subfloor Align FREDERICK R. WEBER 2xI0 C.J.,lic 01,1 11 �Eg 1 14" TJI 360 F.J., 16" cc 14" TJI 5'60 F.J., 16" oc to Lap Wall fE -3/4" PIqwd. Subrloor EAST MAPLE ROAD 3/4" Plgod. Subfloor .................. GREENLAWN. NY 11140 ............................... ..................................- ................... ........................................... ...................... .............. ..................:........................... ............. ..................................... Ix6 Fascia Bd. ....................... ......I............. ............................................................................................ tf 4'-4 1/2" 13'-1 1/2 13'-1 1/2 41-4 1/2" ................................................. ............ 1/2 Round 52 NOYAC PATH Walls (Typical): 1'-4 1/4' Alum. Gutter WATER MILL. NY 11916 . ........ ... ...................... . .................. ............................................ . ....... ... . ................ .............../ ............................................................. ..................................... ...................................................... ........... ............................................. ............ ................. Foam In5u1. (R30) Hardiplank Panels Sound ProcFing Ix4I TtG Soffit w/ Battens. 12" cc TEL 431 154-5555 rwelberarchitect6gahoo.com 4" Ll 51-0 11 -101, 302 Felt 13'-8 4" 2 2'z--10 LVL Header 5/8" Plywood Sheathing T 2x4 Studs, IC cc T SEAL: 2" Closed Cell Spray 24'' Foam Insulation (RI3) ISITTING ROOM] IDINING ROOM 3 1/2" F.G. Batts (R13) 27 7 IMASTER BEDROOM IBEDROOM 5/8" Ggpsum Bd.L 11 118" TX 340 F.J., 14"oc (3) Riser GARAGE it 4" Plgwd. Subf[cor CCI 3/ -1 1/2 (2) 2x6 Pressure Treated 511, 1 1 - H F 5/8"O A.B., 14". 32" cc Copper Termite Shield . ..... ----------------------- Sill Sea l Grade 4 Closed Cell Spray WF Girder 2" Closed Cell 5prag Foam Insul. (R24I) in "Roxul" For wl 2x6 E \_WF Girder -Metal X-Brdg. 4" "Roxul" For �105ecl Cell Sprag_j Box-Bag Area Fire Protection Foam Insul. (RI3) wl 2x6 E 0 Mid5pan Fire Protection Foam Insul. (R24,) in '[5" P. Conc. Slab Box-Bay Area W/CXC, 10/10 WWF Reinf., Set on Foundation Walls: 8(, 2" Closed Cell Spray 01 22 �-8 Compacted Granular Fill 0o i Foam Insul. (813) 8" P. Conc. Found. Walls w/ qp.) (2) 95 Bars, Top i Bot. t JBASEMENT 3 1/2"0 Steel Pipe 44 Bars 32"oc Vert., on Col. on 34"x36"xIC REV.: 20"x 10" Cont. P. Conc. Ftg. P. Conc. Ftg. tul (3) wl (3) 45 Bars Continuous #5 Bars Both Ways DATE: OCT 30. 2020 94 Dowels, 32"oc w/ 11 I I it Standard Hook, Extend SCALE: 1/4" 1'-0" 30" into Found. Wall • L L L L L JOB NO: w202OO9 DRAWING NO. Alum. Roo' 2xI0 RR,, 11" Hurricane Straps (Tqp 2xI0 C.j 14" cc Till q FIr SECTION AA_ A7 OF A9 F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS FREDERICK �N _z v m 'U 3 ROBERT w w w W o ~ WEBER U W Iu '° v' U Q z m .� cD c0 r0 QC � > ~ a w - �, o 0 co U w m D D I- < U ° o Xm 'M a- I- W .. a ¢ x O z W O _ _ cn - U W - - fD w ca Z 04 o i5 =j U W o N w z LE LE m v Q ARCHITECT w o w x z0 � `� o >W- o w o o >> w '' w o U _ z U in <r z U m I- ►_ ►- cp U U m x > U z FOYER ® ® ® e 9'-0" DINING ROOM 8 ® ® ® 9'-01" SITTING ROOM 8 ® ® ® ® 91-01, \ tr OL LIVING ROOM ® ® e 9'-0" OKITCHEN ® ® e _l MASTER BEDROOM ® ® ® e e q'-0" LL MASTER WIC ® e e e ® 9'-0" r j MASTER BATH e 8 ® e eel ® 9$-0'$ MUDROOM ® ® ® e e POWDER ROOM 1e e LAUNDRY 10 ® e 1 BEDROOM 2 (CI) 10 8 e ® BATH I W GARAGE e ® e e ® Epoxy Coating on Conc. Floor FRONT PORCH ® e ® e e REAR PORCH e e ® ® ® It " ~� COVE U� MAIN STAIR ® 1 e ® ® I 1 ® Varies FULL SIZE FULL SIZE OL UPPER HALL e e e e ® 8 -O 0 BATH 2 e ® e e e e -J BEDROOM 3 ® e ® ® e Varies Q BEDROOM - ® ® ® e 1 1 1 1 e Varies Z STORAGE e ® e 1 e tY ATTIC ® © e ® Plgwd. on Floor- 8' Wide (][ BASEMENT e ® ® ® e J W W U DRAWING TITLE: FINISH SCHEDULE CAP MOULDING 3/4 TRIM FACE OF JOB: EULAU RESIDENCE Ix6 HORIZ. GWB SHIPLAP 1150 CALVES NECK ROAD W/ NICKEL 50UTHOLD. NY JOINT TOWN OF SOUTHOLD 5CTM# 1000-1.3-1-23 BACK BAND ARCHITECT: FREDERICK R. WEBER - 41 EAST MAPLE ROAD GREENLAWN, NY 11140 tr 52 NOYAC PATH WATER MILL. NY 11911. NOTE: BACK ALL ELECTRICAL RECEPTAC LES TEL 1.31 154-5555 BAND TO BE INSTALLED fweberarchitect®gahoo.com HORIZONTALLY IN BASE 3 1/2" MOULDING (UNLESS OTHERWf E NOTED) SEAL: WINDOW WINDOW/DOOR HEAD CASING — TYP . ;;� :�:;�� 1 Half Full Size 4" SQUARE EDGE Half Full Size I" RECEPTACLE COVER BASE UNDER ' 5/4x8 2 3/9" x 4 12" W. SHOWER CAB N TS. ETC. (TYPICA ) BASE Note: m Where Window Sills — Occur Directlg m M Above Countertops, REV.: Eliminate Casing and Extend Backsplash to I/4" WIDTH AS REQUIRED DATE: OCT 30. 2020 Underside of Sill WINDOW C�S I 3/•4' 1 VG SCALE: AS NOTED JOB NO: w202OO9 WINDOW SILL— SILL MULTIPLE UNITS ELEVATION Half Full Size Half Full Size DRAWING No. 3" = 1'-O" HORIZ. 8" BASE (Typical) 4" BASE (Typical) BOARDS FULL SIZE FULL SIZE A8 Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER REDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING I Top Plate to Top Plate (Face-nailed) 2 - 16d per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON a ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot W EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING 11ST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist 9 JACK POST MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 9.48" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end W SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EACH END - TYP. 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist n METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist F•�—I FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot T/1 DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone 51MP50N MTSA 18-Z W/ other 6" o.c. edges of STUDS (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," X ,0" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field 11.4 SIMPSON MTSA 18-Z W/ �(4) 8d NAILS TOP t WALL SHEATHING BOTTOM 9 32" O.C. FSI Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t = (6) 8d NAILS TOP t /16" 6d 3" edge/6" field BOTTOM 9 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25 /32- 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE TOP OFFOUNDATION 8d NAIL - - - - - S 4 O.C.C - - - - - G sum Wallboard 5d 7 I edge 1 DRAW TL YP 0 field NG TITLE: I ILL PLAT _:... ; 9 / (SHEATHING LAP ( N TO S :;• SH G Hardboard tt E AR see table 3. 2 5 R B ( Particleboard Panels s 8d see able t 3.9 i� E CO D TAI L 6 L PLAT (2) 2 x � S L :•+:�..f i'._.. ":.,:..',.,a .; .'•. - Diagonal is Ona Board Sheathing n ITE SHIELD COPPER TER SH C M TREATED. 9 9 A Q TR C �'• " f " w/ ILL SEAL ff S S Y �- 1 x x - 6 or 1 8 8d per support �t P " „ P P �i X wider - •ti . 1 10 or er 3 .::-- per support DWC3. P PP FOUNDATION G. EE FOR DESIGN/REINFORCING FLOOR SHEATH IN G Structural Panels 5/8" x 16" A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x2"x3/W' WASHER. greater than 1" 10d 6" edge /6" field (HOT DIPPED GALV. OR Diagonal Board Sheathing JOB: STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH g 1" x 6" orl"" x 8" 2 — 8d E ISOLATE WASHER FROM " per support SILL PL W/ FELT STRIP 1 x 10 or wider I,ILAI.I 3 - 8d per support RESIDENCE _______________________ _____________________ ., 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed T - 3 on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 1150 CALVES NECK ROAD -------------------- ------------------- :: ---------'. . be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUITHOLD. NY II II II II II II 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD II II 11 II II . . . . . . . . . . . . . . . . . . . . . . II Pl�()VID•E,'$4'C01"ll`10.N.'IJAIL'$,�'3:'.O,C:.'•'.'•' " ereducedto 1 - d nail per oat. SCTMtt 1000-43-1-23 11 II I I I I 11 . . . . .AT HIGH PREBSURE •ZO•NE• 11 I I . . . . . I I II II 11 11 ARCHITECT: II 11 II II II II II II + II FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: 52 NOYAC PATH WATER MILL. NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 1 1/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36' Pweberarchitect9gahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY a s BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: -+---- EACH END 16" O.C. EACH END 16" O.C. WIND SPEED - 130 MPH ' PRO VIDE 8d COMMON NAILS 9 0 O.C. 1 1/4" x 20 GA. GALV. STRAP AT ALL OTHER PORTIONS OF ROOF 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES �` •oy�{ `' S`' �` w/ 5-8d COMMON NAILS TO c, w/ 5-8d COMMON NAILS IN 1' (/.o TYPI AL FDN. aI6" O.C. • • • EACH END 916" O.C. IL c f. , . . . . . . . . . . . . . . . DESIGN CRITERIA: . r PRO !D 8d.COMhION NAILS 4' O.C. bi :QI - • • • • • • • • • • • • • • • AT GW IRDESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME• • • • • • • • • • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. I 1 , " i:i 2 -O MAX. r:,,. �;,'-,�•'��- \14 l`' WINDOWS - GLAZED OPENING REV.: PROVIDE 8d COMMON NAILS 9 0 O.C. 11 'x. ]': 2'-0" MAX. d COMMON RA DATE: OCT 30. 2020 LY F' �i°•M D-�' �`�'� �``�` 2 - AT ALL OTHER PORTIONS OF ROOF II �� NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE 1 TYPICAL I � �� `ur PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TIEST OF ASTM SCALE: AS NOTED cyh171 �y__________________'•. =====________-__=-",:y=====___________==':•y=====______=___=_- : _____"______-_____''; C ,, E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT - - - - - R O O I P L A N '``° RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202009 rt � .��`% f OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING I/8ff �6�::�°f�Siy�1iU�- Ir-0u � k PROTECTION. ATTACHMENTS SHALL BE 2 1/2u 48 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' NOTE: HIGH PRESSURE ZONES ARE ALL AREAS . 4'-0" FROM ANY RIDGE, HIP OR GABLE END ` GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 �UINDOIU SCHEDULE FREDERICK r------------------------------------------------------------------------ 1 i II I i II # R.0. Area Egress ROBERT Unit Model I I1 Opng WEBER II 1 I I ® ADH3260 3'-2"x C-0" Yes 1 II I I I I ADH3250 3'-2"x 5'-0" Yes ARCHITECT II I I I i---- ' J ADH2438 2,-4"x V-8" No I 1 I II O ADH2638 2'-6"x 3'-8" No ----- I 21 1 I O APW5460 5'-4"x C-0" No I I I 6x6 Pressure Treated P AAN1818 I'-8"x I'-8" No Post, Encase in IxIO 1 (3) 9 1/2" LVL (3) 9 1/2" LVL (3) 9 1/2" LVL 1 "Versatex" Trim w/ Base, _____________ _ i Cap, Bolt to Pound. UG AAN3228 3'-2"x T-8" No —.—.—.—.—.—.—.—.—.—.�.—.—.—.—.—.—.—..—.—._. Wall, Strap to Hdr. (Typ.) l i ACW2640 2'-6"x 4'-0" Yes III III C III I .I Model Numbers Refer to "Andersen" A-Series, PG50, Low-E4 w/Argon Glass, Simulated Divided Light III v v u III 1� I • I "s III > �y III U U U - ° °° ° °° 'I' DOOR SCHEDULE �(-{ X X X X X X 0— �1 I• I III III I i I Width t Height I •I I I Unit Model # III IIII "Simpson", 31504 (Pair) (2) 2'-8'x 7'-0" (Door) I---I I• I I I 0 4 Pane Glass-Top, I Panel-Sot. I I (3) 9 1/2" LVL (3) 9 1/2" LVL (2) 9 I./2" LVL 4SiPene Gass-�op!Rli Panela Bot. 2'-8'x T-0' (Door) VV 11 o ThermaTru . CCA220 Low E, (2) 9 I/2" LVL (2) 9 I/2" LVL 0 III --------- III i i-L----_7 3 ,� 3'-0'x 6'-8" (Door) i SDL (Outswing, Left Hand) N � III III i i w III (4) 2x6 III i > I I III Post III I III 1 I III i (2) 9 1/2" LVL I I i I III j i III i - * Verifg Operation III I 1 Illi I I I III 1 1 Illi � I I v III I I Illi ° 'J (3) 1 1/2" LVL (3) 1 1/2" LVL 00 N oOL,) —'—' — � I � I J III I I Illi �O I I I 1 I11 I I Illi 0J III I I Illi ......... ................ -j Q U I U I I i-n III � I I Ilii Ln `; v °- I I Illi i o I � o I I I III I I IIIc N I N 1 I = III F- 1 1 Illi i oo i j Illi ; I (2) 14' LVL ( lush) D I (3) 1 I/2" LVL (3 I/2" VL I I � � III � 1 I Illi � i •— —. - -- — .—.—. III I I r t__ O y i I Up D O r(2) 9 > o j(2) 91/2" LVL GTI EDRAWIN TL : r---------------A O Above: Post to Ridgy. .•........ ........ ...... : ........ . ........ ....I.I!........... .................................... ....... ............I..1... ..... ..............III..:...............,....... ...........................II - cv tr '- I2ND FR,4MINC�LIST FLOOR) A-( a I III � � i I � A7i(3) 9 I/2" LVL (3) 9: I/2" LVL ------ • ------ � 0 I Ili in (3) 9 V2' LVL (2) 14' VL (2) 1 1/2" L (2) 1 1/2" LVL . .............. > r— m —--—'--Iti - ————— — —— —_- — (Flush) 14" TJI 560. 16" o.c. I oo (4) 2x6 I Post I I — Iil III — III III ............ .. ........... u III u III ; u I I JOB: U U ° III ° III ° ° o d III I I III � C A 6„ L----- I EI.IL,4U ---------- _ RESIDENCE x x III 11 I I -? III — — i 22'=10" 6" cv cv III 1 1 1 1 u III J -1111 0 i c`w -i .n r------------- 1 ci > ill = I I i I I y ...........I..1.....................:... . .............I..I....... � Ill m m I 1150 CALVES NECK ROAD 1 _ III I I 5OUTHOLD, NY � \ L77 _ _ i = TOWN OF 5OUTHOLD 5C M 000 L3 '1 23 I ' ARCHITECT: III (4) 2x6 III 14" TJI 560, 16" o.c. I I cr L 7VL Post LO FREDERICK R. WEBER (2) 9 1/2" LVL (2) 9 1/2I� iii III Q (3) 1 1/2" LVL III (3) 1 1/2" LVL41 EAST MAPLE ROAD 2x8 R.R., — — — — — - 2x8 R.R., lCoc -I I GREENLAWN, NY 11140 (3) 9 1/2" LVL (3) 9 I/2" VL (3) 9 1%2" LVL ��\ iIi L--------------- I 52 NOYAC PATH ? WATER MILL, NY 119�L 1 �,I,3 TEL 431 154-5555 �` Fweberarchitect9gahoo.com ,y+ / � .0 1 i I (3) 1 1/2" LVL / iY U ix U u \ SEAL: I I i `\ III m 3' I- 31- 111 , 00 00 00 00 00 0: ao 00 �L i c i 36'-Oi i c i c± cx cv ar / x u, 1 I r i —=_- •—• —.�—`—_———-_ -- _---_—� I I 6x6 Pressure Treated Post, Encase in Ix10 (3) 9 I/2" LVL (3) 9 I/2" LVL (3) 9 I/2" LVL (3) 9 I/2" LVL (3) 9 I/2" LVL "Versatex" Trim w/ Base, f I t Cap, Bolt to Found. e i C Wall, Strap to Hdr. (Tgp.) 9'-9 1/2" " 9'-9 1/2" " 9'-10'' 9'-9 1/2" " 9'-9 1/2" REV.: PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION (WALL ® PROVIDE I/Z" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL g DATE: OCT 30. 2020 A� SCALE: I/4" = I'-O" FRAMING NOT JOB NO: w202OO9 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM, ALL 2x6 STUDS SHALL RECIEVE 5-I00 NAILS AT SILL 2ND F 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. DRAWING NO. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D $ 12" O.C. INTERMEDIATE. ( IST O3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. • 0� 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATION'S. WEB STIFFENERS ��-�� 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 F-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS '0 24" O.C. 1. DOUBLE UP FRAMING UNDER ALL P05TS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALV. METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. FREDERICK ROBERT WEBER ARCHITECT -------------------------------------------------------------------------- 4'-5 ----------------------------------- 4'-5" 8'-4" 8'-8" I � I PORCH ROOF I cv I I — I I I 1"� I I I I II II I I I I I I I I I i Window Pan I I (2) 9 1/2" LVL Hdr. I ICf 00 � `\ �, I (4) 2,6 I III L;, I --____-- ------____-- I \\ Post i ,/ I (2) 9 I/2" LVL Hdr. I I I I I \ 2x/ 10 R.R. I 2x/ 10 R.R. 2x/ 10 R.R.i 2x/ 10 R.R. ,' j Shed Dormer 7 � I I I i I I I L J I �J I 2x8 C.�'., 16"oc '' °L I o a � , o II �I � I I � x I x 4— ?V I r>_ja o 1 " I i I Clg. Brea (2) 9 I/2" LVL Hdr. % x I Overlay. I :z�verlay I O O O `\�� I I DRAWING TITLE: X x X \ �o Roof % ROOF I cy cy c� 2 10 R.R., lCoc I 2x10 R.R., 16"oc _ ROOF FRAMING _ o \ O (2) II 7/8" LVL Ridge ----- Rldg�--- i2)''•.1�/l/8_ LVL_,_ ________ _ (2ND FLOOR) :'� r �9 — J oIN. --------) Overly T� Overlay ------------ --- - - - -p I - - - - - - \\\ I cn I r Roa I Roof III III I I 1 \ I L I' (2 II 8" LVL 1 midge J I U I 1 \ I - - - - , r_ - - - - - - - - _ ------•--- �— — I ---- -----�•----------- _ _ _ _ _ __ _� - - - - - - , I , r - - I- - - - - - - - - x III (4) 2x6 I IIIF I' Post LLJ - _ - _ _ I i JOB: RE5IDENCE / o o �w// I x cx \/ 2x10 R.R. I 2x10 R.R. ? \ L O I U O lo + + I I I I _Ii Ii 1150 CALVES NECK ROAD o s 6 I UTHOLD, NY 2x8 C..T lCoc v I TOWN OF SOUTHOLD I I I Ln > I vj Ln I I I = W � � I SCTM# 1000—L3—'i-23 I I I I I . 0 a v I ARCHITECT: III °7 I v I 1+1 L--------------------------------� I / III I IIIA \\ I L---------D------------------------� u ap dp V (4) 2x6 ; �JI Pt Ii FREDERICK R. WEBER os2x10 .R. 16oc 2x10 R.R., 16"oc 41 EA5T MAPLE ROAD L--------- -------- GREENLAWN. NY 1140I I52 NOYAC PATH (2) 9 1/2" LVL Hdr. III j I L /. \ i WATER MILL, NY 1191L ———————; TEL L31 154-5555 PORCH ROOF II fweberarchitect9yahoo.com (2) 9 I/2" LVL Hdr, SEAL: I� � � /• •� � III _ �I..I/------------- --------------------------- -------------------- -------------- ------ ------------------\J:•iI -------------- ----- ------------------------------------------ --------------------..---------------------- , Ir REV.: DATE: OCT 30, 2020 SCALE: 1/4" = I'—O" JOB NO: w202OO9 ROOF FRAMING DRAWING NO. ( 2ND FLOOR ) 0S2� �y OF 52 ELECTRICAL NOTES : ELECTRICAL SYMBOLS SYMBOL DESCRIPTION I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUPLEX RECEPTACLE 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- RECEPTACLES SHALL BE MOUNTED HORIZONTALLY IN THE BASEBOARD. r---------------------------------------------- 4- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. DUP.REC.-WATERPROOF FREDERICK I II 5- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. j II QDGFI DUP.REC.-GROUND FAULT ROBERT 6- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE i I I I I II ® DUP.REC.-FLOOR WEBER DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. i 1- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ ----, DUP.REC.-(!)SWITCH OPER. OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). i II i i i 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I II I II SPECIAL OUTLET ARCHITECT APPLIANCES : I II O SURFACE MTD.-CLG. I I II OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I I I Op SURFACE MTD.-CLG. (Porcelain) I- RANGE: (0 BURNER DUAL FUEL, BO, BURNERS- GAS, OVEN- 30 AMP ELECTRIC I I I I 2- WALL OVEN: 30" WIDE, DEDICATED/GROUNDED 30 AMP RECEPTACLE I `----- i RECESSED-CLO. 3- REFRIGERATOR: 36 DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) b WALL MOUNTED 4- DISH WASHER: ELECTRIC t PLUMBING 5- MICROWAVE (ABOVE W.O.): 30" WIDE, DEDICATED/GROUNDED 15 AMP RECEPTACLE I I C OUP. FLOOD I 4- KITCHEN HOOD: 34"WAS"Hx24"D, CT EXTERNAL BLOWER, 900 CFM j i O-> RECESSED- DIRECTIONAL I- WASHER: FRONT LOAD ___________________ --------------------- _ 8- DRYER: GAS DRYER SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE I I I I I I I I 7B ® DOORBELL/CHIME ELECTRICAL FIXTURES : ' ' ' I I I I � EXHAUST FAN II II OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I I I I I- CHANDELIERS (FOYER, DINING, STAIR, ETC.) I I I I � PADDLE FAN 2- PENDANT (KITCHEN, ETC.) i i 3- WALL SCONCES (BATHROOMS. ETC.) I Surf Surface I I U 4- SURFACE MOUNTED INTERIOR AND EXTERIOR CEILING FIXTURES I I I I F ATTIC FAN 5- ALL DECORATIVE EXTERIOR WALL MOUNTED FIXTURES I I 6- PATH AND POST LIGHTS i I I i sP SPEAKER -I- PADDLE FANS I I I I TELEPHONE ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I I I I O CABLE VISION I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"o HOUSING t TRIM (White) COMPal p UTER (Cable t Phone) �n I I `U' I I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN FIXTURES (LED STRIP) Hose -, Bib -- GFi ; i i GFI FAN/LIGHT w DW ----- � O SMOKE DETECTOR 0 cc CARBON MONOXIDE DETECTOR I I I I i LL I SWITCH 00Surface (� SWITCH 3-WAY I I `M'GFI i To 2nd AC 41 $ 3 i Floor Hose $ 4 SWITCH 4-WAY I I I I i Pendant rJ Bib I I I I I D SWITCH W/ DIMMER LL I � $ w SWITCH WATERPROOF I I I Chand ier To Bsmt. O V I , JS JAMB SWITCH I.... ....... .............. ...... I i (Clg. Above) S rface : I I �( 6 ) I I , > Surface W I ~ KE PAD Pe dant I CO D � I I II i LQ - Up D GFI I I 3 3 GFI °F1 3 DRAWING TITLE: II O 1B ; ELECTRICAL .. ............... ....... ............... ....... ... ..... ....... ............................................................... I IST FLOOR W.O./ --- Refrig. I Micro. --- ------- - ------ OvhdF 0 40 IA(2) 4 3 : : qG : Surface Door I ---�--- , ----------- ---- ---_ -- _ D D 3 D OI ............ .. ......... TV O Q I JOB: El --------------- EULAU II RESIDENCE JE9 II II r--------------- (5Chan cher Cha defier 11T6 .... . ...................I .......i 1150 CALVES NECK ROAD I SOUTHOLD, NY i I I I TOWN OF SOUTHOLD IISCTM# 1000-43-1-23 II � OvhdI r Surf. cc Door 0 V\ ARCHITECT: "89- GFI `fY I I FREDERICK R. WEBER B b e ,"', �\ I I Hose 41 EA5T MAPLE ROAD Bib I GREENLAWN, NY 11140 VNw.P. �`� i i L--------------- 52 NOYAC PATH WATER MILL, NY 11914 GFIGFi TEL 431 154-5555 fweberarchitect9gahoo.com II i � II SEAL: .0---------------- -- --------------- r ,y ----- ------------- ------------------ ---------------- ------------------ ------------------® �To Post Light REV.: DATE: OCT 30, 2020 PLUM � INC� NOTES : SCALE: 1/4" r-o• = JOB NO: w202OO9 I- PLUMBER SHALL. TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. ELECTRICAL 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL I-40T WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. DRAWING NO. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. IST FLOOR I5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 6- ALL SINKS ARE TO BE UNDERMOUNT . • 7- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. 0El 8- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACES, WATER HEATER, RANGE, CLOTHES DRYER, FIREPLACES t GRILL. �y� FUTURE CONNECTION FOR SWIMMING POOL HEATER AND GENERATOR. OF E2 ELECTRICAL SYMBOLS SYMBOL DESCRIPTION D DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF FREDERICK 0GF1 DUP.REC.-GROUND FAULT ROBERT ® DUP.REC.-FLOOR WEBER .0 DUP.REC.-(USWITCH OPER. 6 SPECIAL OUTLET ARCHITECT 0 SURFACE MTD.-CLO, 0P SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. FO WALL MOUNTED 0� DUP. FLOOD 04 RECESSED- DIRECTIONAL -._ - SHOWER LIGHT (Wet Location) -------------------------------.. ----------------------------------- UNDERCAB. FIXTURE II II I I I I ® ® DOORBELL/CHIME I I I I I I I I 0 EXHAUST FAN II II 1 PADDLE FAN W II II T \ I I I I lvJ I 1 I I ❑ ATTIC FAN II II I I I I II II I I I I sP SPEAKER II II I I I I p TELEPHONE II II I I I I O CABLE VISION I�-I I I I I © COMPUTER (Cable t Phone) Tn I I I I TD THERMOSTAT `/ 1 FAN/LIGHT \ I / SMOKE DETECTOR -----------, I --------------------- eco CARBON MONOXIDE DETECTOR i t I I I I SWITCH i $ 3 SWITCH 3-WAY 4 SWITCH 4-WAY 40 SWITCH W/ DIMMER $ w SWITCH WATERPROOF JS JAMB SWITCH I I I I KE' PAD 4& To lst Al F oor I i 4,n \\ DRAWING TITLE: i o I I _____ ___--- - ---------- ' ELECTRICAL ` L \` I ' 2ND FLOOR I--- 02 �— I I \ IP L - ------L--- --------1- ------- ----------------� • I o Fp C .25 {. I JOB: EULAU RESIDENCE I . 1150 CALVES NECK ROAD 5OUTHOLD. NY TOWN OF SOUTHOLD SCTM# 1000-1.3-1-23 P I ARCHITECT: I II � II I --------------------------------� I I I \ I FREDERICK R. WEBER i•.i i , + \ --------j I I 41 EA5T MAPLE ROAD i.... L--------- / I \ d i i i i GREENLAWN. NY 11 140 52 NOYAC PATH WATER MILL, NY 119'11. --------- TEL 1.31 '154-5555 I I Pweberarchltecteyahoo.com SEAL: SII / \• III .. -------------------••--------------------••-------------------- -------------------- -------------------\�:•� --------------------.. ---------------------••-------------------------------------------••------ ----------- -- i ti REV.: DATE: OCT 30. 2020 5CALE: 1/4" = 1'-O" JOB NO: 402009 ELECTRICAL. DRAWING NO. 2ND FLOOR_ 0 F! P JLJ OF E2 S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 (1 MAR2rj - � #R-20- 1351 r ?� \ I \ 0.9'N \ r1P EL 13.3 \ \ ISO / / O 0.211 � tv (P �01 x `' LP X / 4 BEDROOM SYSTEM L� 1250 GAL. S.T. \ It Vo (.74 (3)8'0x4'DEEP LP LP j NG ,Zo 52 a1 (5) + SW/WELL WATER 6 (12.0) C.O. \ \ C6 EGRESS WIND)W WE sk j 1 DRY WELL ISO 91 ... ..... ::::: . :.: :::::::::::. . SEO'::•::::t•::q; .p PROPOSED SOIL :: ::' O� STOCK PILE AREA PROPOSED LIM OF DISTURBAN Eft '•:r'p :�.`�:�:�.pW EpR� .:.; :;•::;•:::::. .gyp EGRESS o ; :: ..:::•::::::•::::: . O� '•::::::•:•:;•::::•::•::::::•:::•::....:::....::::. WINDOW WELL � Vol �.,'' :;�:::::::� �:�:� :::: ::: �:�:�>:�:�:�: :�:'::. 98.6 ::::::�9?': ::; �: : : : ::>......:: ::::; DRY WELL / / PROP. (11.0) \ �J i c��G� \ � U.P. 150, 993 ' VA �y �y PROPOSED / c \ STAGING AREA / AND CONSTRUCTION ENTRANCE NEpp�i \ I 1 DRY WELL / TYPICAL DRYWELL CROSS SECTION \ UP (GONG. PRECAST COMPONENTS) e•sue FOR/ HON FIC BEAFrC NEANEW DUTr RING a•sue FOR TRAFFIC aF��RrtaO APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE Q MIN. 4•DK COVER TO GRADE TO E�ANSION�RWM r �e P1rta+ED 1/0/_I PITCHED T/ayt' A1� TYPICAL CLEAN OUT SLATE ORSTOPPER END SUITABLE COVE OR PLUG 3' MIN. $' COLLAR BACK FILL MATERIAL TO BE 30' ELBOW CLEAN SAND AND GRAVEL 6D' WYE FLOW— ELEV. 10.7 TYPICAL SILT SCREEN SECTION OL DR BROWN FFL 11.2 Cover to grade GEOTEXTILE FABRIC SILTY LOAM ifdrop"T"is 1 used on inlet. Locking cast-iron SUPPORT POSTS covcrto dc. WOOD OR METAL BROWN CLEANOUT GRADE 9.2 GRADE 12.0 FLOW DIRECTION ML SILT Chimncy EXCAVATEDI`: 2D" Min 2 *—•-+ -j (1Q,j) BACKnL DTRENCH 6 0 Min Locate drop"T"under access 11 opening for maintenance , EXISTING GROUND PALE Inlet BROWN H Invert (9'9) utlet Tn ® m ®aD FINE TO (9.6) Min.4"dia.SDR 35 pipe (9'4) (9'3)- ® ® ®�o 0-1111 C!I L-114-SW COARSE or equal.Pitched 1/4" ft Flow Baa SAND i ffle Min.4"dia.SDR 35 Leaching Pool typ) ( pipe of equal. 2 WNIMUM 8.1 10' min Pitched 1/R"per foot, WATER EL 2.6 3'collar min Back fill material to be WATER IN Bottom of a' Dia, clean sand&gravel PALE Septic Tank BROWN EL(5.1) 1250 GAL.PRECAST S.T. ® ® 0 0 50' MIN. FINE TO __t____I3iU1-__SUFFICIENT TO KEEP COARSE Bottom of Lcaching Pools SEDIMENT ON SITE SAND E1(5.6) tA HAY BAIL SILT FENCING 17' HIGHEST EXPECTED WATER EL 2.6 10/26/05 W MCDONALD GEOSCIENCE Sanitary Cross Section a', z •T rim � �� •, ' AREA: 40,953.35 SQ.FT. or 0.94 ACRES 0.1 ELEVATION DATUM: NAVD88 DRAINAGE CALCULATIONS: o ��,Z. ��4,2,: . N .' • lst . /Q� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF TF/1S SURVEY A) DWELLING W/COVERED PORCHES=4146 SOFT: o MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 4146 x 0.166= 688cf w ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION (2) 8'DIA x 8' DEEP DRYWELL= 708cf PROVIDED F CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. w :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE e) 20377 x 0.166-338cf REQUIRED FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. NOT INTENDED TO MONUMENT THE PROPERTY LJNES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS £/SEMENTS (1) 8'DIA x 8' DEEP DRYWELL-354cf PROVIDED AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 175 CERTIFIED TO: ESTEVES HOLDING; ZONED R-40 MAP OF: ORIENT BY THE SEA SECTION THREE FRONT: 50' MIN FILED, OCTOBER 16, 1974 No.6160 SIDE: 15' MIN, 35' TOTAL REAR: 50' MIN SITUATED AT:ORIENT TOWN OF: SOUTHOLD REVISED 03-05-21 SUFFOLK COUNTY, NEW YORK KENNETH M 1POYCHUK LAND SURVEYING, PLLC REVISED 10-07-20 Professional Land Surveying and Design THE WATER SUPPLY, WELLS: DRYWELLS AND CESSPOOL r P.O. Boz 153 Aquebogue, New York 11931 LOCATIONS SHOWN ARE FROM FlELD OBSERVATIONS FILE #220-1 1 6 SCALE: 1"=30' DATE: AUG 10, 2020 N.YS. LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM 0THERS S.C.,T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 (LIP"l, #R--20 - 1351 \ \ I \ l EL 13.3 � / Q 0.2N tv \ � (LP Vol x .40 LP \/ X 4 BEDROOM SYSTEM LP 1250 CAL. S.T. o52t)�rt ti (3)8'0x4'OEEP LP S, LP DWELLING 62 •0. W/WEU. WATER (12.0). C.O. DF'Y WELL Q /SO, fti 92 .09':..... :: ::.::OSE .......... .& WELL OF DIS OSED LIMIT t moo. ��o �5:: ` .. 9 5.9 TURB �o ... l 4 fs ......;.......... Ln r� o , s o� PROPOSED SOIL (11.0) STOCK PILE AREA gyp / JN°' : : iDRY WE L '.... .. . •:: . 5... . .. ... 0 PROP. / / L (11.0):: ro � �PosE° 'J5�oR CP 1 0 199 3$ PROPOSED , \ STAGING AREA J AEINTFUNED C CONSTRUCTION ARES DRI WELL / 0 TYPICAL DRYWELL CROSS SECTION \ \ U P (CONC. PRECAST COMPONENTS) N,"SLAB TOR NON_TRAPM BEARING r SLAB FOR TRAFFIC ISEARINO am APPROVED INLET PIPE NEW IRON FRAME AND APPROVED OUTLET PIPE MIN. 4"DN. COVER TO GRADE TO EXPANSION RINGS G' PITCHED,A-i, Pto VA-11. Q75 \ / E40000 O CJ 0 0 TYPICAL CLEAN OUT SLATE OR SUITABLE COVE `SROPPPEG END 3' MIN. $• COLLAR BACK FILL MATERIAL TO BE 30' ELBOW CLEAN SAND AND GRAVEL 60' WYE FLOW-;— ELEV. LOW-;-ELEV. 10. TYPICAL SILT SCREEN SECTION GR BROWN FFL 11? OL Cover t0 grade GEOTEXTILE FABRIC SILTY LOAM if drop"T"is 1' used on inlet. Locking cast-iron WOOD GR POSTS TTS cover to grade. GRADE 12.0 GRADE 9.2 FLOW DIRECTION BROWN CLEANOUT —'�•y ML SILT Chimncys EXCAVATED AND 20" Min Z (10.1) BACKFILLED TRENCH 5 _ 0 Min Locate drop"7"•under access opening for maintenance PALE ` ,° :` .1 EXISTING GROUN BROWN o rnv ]nlel (9.9) N 8- ® � ® ®m — — - Outlet In ® ®®9 eM EM M E20 FINE TO (9.6) (9.4) I ® ®19 ®1�a _ IJ ISI �jZ SW COARSE Min.4"dia.SDR 35 pipe> �. (9.3)_ ®o o — _ I_ or equal.equal.Pitched I A"/N- Flow_ k 1 I I 11_I I I—I'I I 1 j-1 I t I `t_`I SAND , Baflle Min.4"dia.SDR 35 Leaching Pool(typ) 1pipe of canal. 4' Y MINIM M 8.1 10' min— Pitched 1/8'per foot. WATER EL 2.6 3'collar WATER IN Back fill material to be Bottom of , 8' m n 8• clean sand&gravel PALE Septic Tark s , BROWN EL(5.1) 1250 GAL.PRECAST S.T. ® ® �e❑ FINE TO ® 0 0 50 MI" SUFFICIENT TO KEEP COARSE Bottom ofL.cachin Pools = ® ® � U SEDIMENT ON SITE SAND EI(5.6) u HAY BAIL AND/OR 'F SILT FENCING 17' HIGHEST EXPECTED WATER EL 2.6 W 10/26/05 ^� — MCDONALD GEOSCIENCE: Sanitary Cross Section 0L. �. 0.1 a � . • ' `�, may . • z AREA: 40 953.35 SQ.FT, or 0.94 ACRES ELEVATION DATUM.• NAVD88 0 //G�, N UNAUTHG h DRAINAGE CALCULATIONS: o . l��• '. R47ED ALTERATION 0 ADDITION TO THIS SURVEY IS A VIOLATION OF SECRON 7209 Of' THE NEW YORK STAT EDUCATION LAW. COPIES OF AY/S SURVEY MAP NOTBEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT 81' CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTON A) DWELLING W/COVERED PORCHES-3360 SQ.F1 p CONSTRUCTION ENTRANCE – FOUNDATION OF COMPACTED LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 3360 x 0.166- 558cf W 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. THE OFFSETS OR DIMENSIONS :HOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE TNEREFORE THEY ARE (2) 8'DW x 7' DEEP DRYWELL– 619cf PROVIDED FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. NOT INTENDED TO MONUMENT ;-HE PROPERTY LINES •OR TO GUIDE THE ERE•C710N OF FENCES, ADDI77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EA"ENTS 8) ORNEWAY-440 SQ.FT. AND/OR .SUBSURFACE S7RUC7L'RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 1,300 x 0.166=216cf REQUIRED •..�� (i) 8'DIA x 5' DEEP DRYWELL-221ef PROVIDED SURVEY or: LOT 175 CERTIFIED TO: ESTEVES HOLDING; MAP OF: ORIENT BY THE SEA SECTION THREE FILED: OCTOBER 16, 1974 No.6160 SITUATED AT:ORIENT TOWN OF: SOUTHOLD KENNETH M: WOYCHUK LAND SURVEYIIEG, PLLC REVISED 10-07-20 SUFFOLK: COUNTY, NEW YORK OF Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ,I I P.O. Box 153 Aquebogue, New York 11931 LOCAAONS SHOWN ARE FROM FIELD OBSERVA7701VS FILE #220—1 16 SCALE: 1"=30' DATE: AUG 10, 2020 N.YS. L1SC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1568 AND OR DATA OBTAINED FROM OTHERS S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 #R-20-1351 \ \ I I \ I \\ \\ 1, D.•N I 19 U O ILPs - / 6f LP \\ X / LP \ 4 eLDRppM srsRY \\ LP c t»6y.oOETP LP anLAc oNEDEµ WE WEU W M�6p,..' `Ti \ /Sp: IA� smcx pLc IR�D \ �' sof \\\ y or gSIUI—NCE WINEOOW WELL \ �J Water lines must be inspected by the A. RPY \, 98.6' Suffolk County Dapt.of Health Services. wnL Call(631)852-5754,48 hours in 0.!, I advance,to schedule inspection(s). Joop I soD yT� C fY EXCAVATION INSPECTION REQUIRED FOR.SANITARY.SYSTEM \\ LS pNEW6i 150" BY HEALTH DEPARTMENT /" REVISED PLANS APPROVED-4/1/2021 \\ s*.ARE ) / PERMIT EXPIRES-12/16/2023 \ \\ ENORANCE — /- \ DIN WELL dh� \\ � C SDA 0 tl•] / / TYPICAL DRYWELL CROSS SECnON \ UP%�-/' (GONG.PREGST COYPPYENiS) gOA� ®poop ` TYPICAL CLEAN OUT SUITABLE OR--—\ S10PPER ENO -QPEI 8' BACK OLL LIAT—1.BE JV as" CLEAN swO ANO GPAYEL a0•w`E FLOW— ELEV. 10.7 > Lt OL DR BROWN mCua �Wny w:o�ns Ne.P Sara LOAM —1 a� ou ns lib BROWN aanNLKrt aaAt3e°� no-WIaoPI, ML SILT �6' ZO'Yin lAere4q T�IwWIe• - 1a1) a'unuAe TK[xp PALE oPo1.°errl.m. BROWNOn FINE TO SW COARSE sO.rr�ex� _ !!A) SAND '°� assess I FrilyTmB3A� ". 1p int enAr vrw WATER EL 2.6 d eamsvl.IWr —1 WATER IN PALE 1�6meuTM, . BROWN cdep sacAsrs.r. FINE TO °0•"" COARSE u u 1 SAND I\Eksn BEDIYENT ON SITE 111 Y HAY BAIL AND/OR SILT FENCING 17' ' HIGHEST EXPECTED WATER EL 26 10/26/05 MCDONALD GEOSCIENCE Sanitary Cross Section _ \ \ 2� ETF ATIOV DAnw. NAVD88 DRAINAGE CALCULATIONS: - AREA:40,953.35 SOFT. or 0.94 ACRES ---- g /�cR'„ • MaWzm ALIERAnON aP A00'nON TD MIs suNler Is A Haana+Cr sccnav/SOP cr ME NEw rMA STATE EOUCA—LAW. CCI—a'ms wRLEY A)oWa IN u a/.—PDR--.T.6 SOF.. � PUNOT BEARING ME LAND—EM'S EM'S EMBOSSED SEAL SHALL Nor BE CDVSIOEAED N BE A VALID TRUE COPY WARANRFS NRRCA FEE NEREW RIACL NUN 66-6118.1 ONLY M Rw:PERSON FOP K.ICM ME SURPEY IS PREPARED AND W NIS BEHALF TD ME DRE COMPANY,GOKRNYENFAL AC£NCY AND LENDING.WSINnm (I)a DA.B'DEEP ORYWELL.-1 FRONDED x CONSTRUCTION ENTRANCE-FWNDADON OF COMPACTED LISTED HEREON.ANO 10 ME A—EES OF THE LENONC INSDNROY,GUARANTEES ARE NOT TRANSFERABLE B)DRNEYMr.POJF !/4-STONE BLEND OR N Y.STATE D.O.1 APPROWD R C A. ME Lw-FSEIS GP O31£NSIONs S G-HEREON FRpI ME PROPERTY LINES TD ME STRUCRM'ES ARE FOR A SPFCIAC PURPOSE ANO USE MEReFW1 IIEY ARE a0l1.0.166-JJBPI PEOUIREp FILL 1D IB'(4in)ABOVE EXISONC GRADE FOR pRAINACE. NOF INTENOEO M MONUMENT MF PROPERTY LRRT OP TD WIDE IEIE EREC RLW OF FENCE$AMnONAL SIRLECIU E OR AND OMER AIFROYFMENIS EASENENIS (1)11DM.a'DEEP OI+nPELL..UNI PROwpED ANO/OP SURSURFAL£SIRUCRMEs RECORDED OP mRELpPMD ARE NOT WARAN2E0 UNLEss P—Ur ENOENT pY ME PRESNSEB Al ME RME 0 A/RIEY smt OF:LOT 175 SEDF NEIyy CERTIFIED T0:ESTEVES HOLDING; ZONED R-40 SurmLK GO—DEPARTNENT Or HEALTH SERVICES MAP oF:ORIENT BY THE SEA SECTION THREE r FRONT: 50' MIN PERMIT FOR APPROVAL OF CON—TION Foe A nLED OCTOBER 16, 1974 No.6160 "i� °s>; SIDE: 15' MIN, 35" TOTAL SING,E F—RrS.-CP ONLY W REAR' S0' MIN 9NAlED Al ORIENT TowN Dr:SOUTHOLD W REVISED 03-OS-21 DATE 1fna,mm HS R N R M 1531 i KENNETH M WOYCHUK LAND SURV&7NG, PI.LC SUFFOLK COUNTY,NEW YORK T °So60f p Professional Land Surveying and Design IW�E R 10-07-20„ £ORYKLLS ANO CESSPM APPFoR MAYIYwA OF BEDRDOW P.O.Box 169 Aqueboaue,New YOrA 11831 LOCA AMS SHOWN ARE FROM FIELD ORSERVARONS EXPIRES THREE YEARS ROM DATE OF APPROVAL FEE 1220-116 smc-1--30' DATE:AUG 10, 20201 NY.S LISC NO 050882 PBONa(wLD'aa-Lsee PAx(.I)eso-taea AND OR OA TA 08 FAWED FROM 0WER£ S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 (1 #R-20- 1351 \ F \ I Vol \ \ X11►-�R�� / EL 13.3 0 Vol ��6 \ d�� LP \ X / LP 4 BEDROOM SYSTEM1250 \ 0++ C A (3)8'Ox4'D EP LP \ 62052 0_ S. LP DWELLING w/ wATER \ 1`1 (12.0)., C.O. , \ 5 ; I DRY WELL 16:: ?:`. : :::. �;A Q• O.•::::::::::::•:::::::: ::•:::: OL Y1 / (11.0) :;�6...... .. rd o. ::.: ::. PROPOSED LIMIT o '> ' :: 95.9 \ OF DISTURBANCE t125�;:::: :;;`:?i . Ln O° C� .......:::::.. .......................... PROPOSED SOfL O /.:i:. 3 '::.: :: :................:i•i}::•:•::•::::.;:: (11.0) STOCK PILE AREA b 1. J ::......: : :::::} ' :::;: ;�'::::: 1 I DRY WE L \ � 01 \ PROP. w --•— "' �\ (OBJ' � IL 1 \ p`( U.P. \ "�► s os�° m a' 150' 99.3s PRoPR� S CP 19 of All. PROPOSED \ STAGINGAND AREA — ENTRANCE STRUCTION \ 1 DRY WELL k 6° 5 6 Q7T T';CO 7ti 1 'LlLP1"ilil L�'IGl"`I 1 OF L11 AL i L7 S RviA�1 TYPICAL DRYWELL CROSS SECTION I \ (CONC. PRECAST COMPONENT'S) U.P. Flp" N FOR.A'P ROVAT,OF COYST::U�'a SON FOR A e•sue PCR NOR-MMM MRxac SO4GLE I'tEbUL,"r RES ENCS O'LYa•SLAB FOR Tw+FFtc eEARM \f Otny APPROVED INLET PIPE �VM F1WR AND APPROVED OUTLET Mn ') . I / MIN. 4•DYL CovER To CRADE TO I A P14 RMGS OAIM +�-� HS REP O. �� I- � L+ �g PITCHED TX/r' Pric"NED4r/a%r• FC}�.14fA �� F SFr ��T�� g,0 N ❑ El r-10 E'XI F1.1 E.",Ili I`.EEYE AR-'' ONI DATE- OF AFP ROVAL HATER LINES) I!RJST BE INSPECT-D kYjHE TYPICAL CLEAN OUT SUFFOLK COUNTY DEPT. OF HEALTH SERVIC SLATE OR STOPPER END ' CALL 652 ; ��8 HOURS IN ADVANCi=, SUITABLE COVE OR PLUG TO SCkDULE INSPECTION(S). 3' MiL . 8' BACK FILL MATERIAL TO BE L��.P30' ELBOW CLEAN SAND AND GRAVEL . EXCAVATIO I, S E�IOE� I gI {��,n p p n�/ y -jr y so• WYE MY H�:ALTH DZPA"RTIr'12.71T FLOW ELEV. 10.7 TYPICAL SILT SCREEN SECTION OL DR BROWN FFL t 1.2 Cover to grade SILTY LOAM if drop"'f"is GEOTEXiILE FABRIC 1' used on inlet. Locking cast-iron WWWD OR METAL cover to grade. GRADE 12.0 BROWN CLEANOUT GRADE 9.2 _ MV FLOW DIRECTION ML SILT ChimneyEXCAVATED AND ZO Min " 3s ( BACKFILLED TRENCH 6 0 Min Locate drop"T"under access opening for maintenance EXISTINGGROUN PALE in,ei en rn ®9 0 BROWN of in rt ' ' ouua Iola ® ®®EI 0 — N,, ,, FINE TO (9 6) —Min,4"dia.SDR35 pi 4a (9.4) (9/3) ® ® mea1 I I I I i 1 I I C I I t 1 _1 I SW COARSE or equal.Pitched 114'1 ft., Flow s SAND Baffle Min.4"dia.SDR 35 Leaching Pool(typ) r I' o; pipe of equal. r MwiMUI 8.1 i 10' min °< Pitched 1/8"perfoot, WATER EL 2.6 w 3'co°ar WATER IN + 8' mrn d; Back fill material to be Bottom of e' Dia, clean sand&gravel PALE Septic Tank + t EL(5.1) ® ®0 BROWN 1250 GAL.PRECAST S.T. 7 vo ® m E31 SW MIN FINE TO ® ® ®ME ® ® ®0 U UCIENT TO KEEP— COARSE Bottom ofIxachin Pools ® 6z ® � SEDIMENT ON SITE SANDEI(5.6) a HAY BAIL AND/OR SILT FENCING 17' HIGHEST EXPECTED WATER EL 2.6 w 10/26/05 : . McDONALD GEOSCIENCE Sanitary Cross Section A� Ate, AREA: 40 953.35 SQ.FT, or 0.94 ACRES ELEVAnoN DA TUNAVD88 0 � //G,i, ��, . N ' DRAINAGE CALCULATIONS: o1Q�. �' UNAUTHORIZED AL7ERA770N OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHAT RUN w ONLY TO THE PERSON FOR NINON THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST ITUTi0N A) DWELLING W/COVERED PORCHES-3360 SQ.FT. pCONSTRUC710N ENTRANCE — FOUNDATION OF COMPACTED LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TV77ON, GUARANTEES ARE NOT TRANSFERABLE. 3360 x 0.166- 558cf w ;3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 7HE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE (2) 8'DIA x 7' DEEP DRYWELL- 619cf PROVIDED FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. NOT IN7ENOED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS B) DRIVEWAY-440 SQ.FT. AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHY57C4LLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY 1,300 x 0.166=216cf REQUIRED (1) 8'DIA x 5' DEEP DRYWELL-221cf PROVIDED SURVEY OF: LOT 175 CERTIFIED TO: ESTEVES HOLDING; MAP OF: ORIENT BY THE SEA SECTION THREE FILED: OCTOBER 16, 1974 No.6160 191614 LJEI Y*�a4','fvP J0 901JJ0 SITUATED AT:ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, pLLC REVISED 10-07-20 OZOZ 8 I AOI SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL & f P.O. Box 153 Aquebogue, New York 11931 LOCA DONS SHOWN ARE FROM nELD OBSERVA AONS FILE 11220-1 1 6 SCALE: I "=30' DATE: AUG 10, 2020 N.Y.S LJSC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1538 AND OR DATA OBTAINED FROM OTHERS S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24.31 �1 r' `LPA " #R--20 - 1351 a � acn r---- o (AO \ I j � I `\ vo to EL 13.3 \\\ \\\ 0'. cE \ \ c o \ � o 0.2V \ fv .7 Crf Pi \ \j6 L LP \ � x \\ LP U\ 4 BEDROOM SYSTEM G LP 3 8 4x4'DEEP LP. DWELLING 620�j20. S. ( ) ' W/WELL WATER \ \\ C.O. E,RESS / \ \ �1CF' �•/ \\ WINCOW WEL - �DRY WELL `60 'v: � ,\ Yi WELL O P��O<J $ PROPOSED SOIL \\ OF RDOPOSED LIMITVSTURBANCE f o.,`6 F�Oc' 021 lla• `\ . STOCK PILE AREA \ 4P \\ x-30 EGRESS il WINDOW WELL Vol -' 98.6' DRY WELL am'GE \\ PROP. rte. m \ (5) NO- i \ '0. �" p \ q150' 5 199 3$ / �•- 019 PROPOSED \ STAGING AREA y \ AND CONSTRUCTION Etfs \ ENTRANCE �p ` \ DRY WELL �- \ PN \� cN� DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCHES-4146 SQ.FT. 1146 x 0.166= 688cf 12) 8'DIA x 8' DEEP DRYWELL= 708cf PROVIDED B) DRIVEWAY=2037 SQ.F7. 2037 x 0.166-338cf REQUIRED 11) 8'DIA x 8' DEEP ORYWELL-354cf PROVIDED ELEV. 10.7 OL DR BROWN FFL 11.2 Cover to grade SILTY LOAM if drop"T"is 1' used on inlet. Locking cast-iron cover to grade. GRADE 12.0 BROWN CLEANOUT GRADE 9.2 ML SILT Chimney 6' 20" Min z (to.l) 0 Mitt Locate drop"T"under access � opening for maintenance PALE ]nlrl (9.9) N p rm ® [9 90 BROWN House Invcrt ' ' ounr+ tole � ® EPm0 FINE TO (9.6) r em ® Mi mo SW COARSE Min.4"die.SDR 35 pipe• {a (9'4) (9.3)_ EM B° SAND or equal.Pitched 114" IL Flow = Bafflc Min.4"dia.SDR 35 Leaching Pool(typ) I' o; pipe of equal. 10' min a; Pitched 1/8"per foot. WATER EL 2.6 `� 3'collar WATER IN 8' mIn Back fill material to be Bottom of > 8' Dio, clean sand&gravel PALE Septic Tank ti BROWN EL(5.1) 1250 GAL.PRECAST S.T. ® ® ®a0 FINE TO 60 Lz 001 60 ® 00° COARSE Bottom ofLeachin Pools ® ® ® ® SAND EI(5.6) u 17' HIGHEST EXPECTED WATER EL 2.6 10/26/05 McDONALD GEOSCIENCE Sanitary Cross Section AREA: 40,953.35 SQ.FT. or 0.94 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO 71415 SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY ZONED R-40 MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES IND/CARD HEREON SHALL RUN FRONT: 50' MIN ONLY LISTED TO THE HEREON,£ANDNFOR TO THE SSIGNEES0M THE URVEY IS PREPARED AND ON OF THE LENDING 1NS77TUTION,HIS BEHALF TO THE 777LE COMPANY,GUARAN ES ARE NOT TRANSFERABLE GOVERNMENTAL AGENCY AND LENDING 1NS77NTION SIDE: 15' MIN, 35' TOTAL THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE REAR: 50' MIN NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHY57CALLY EVIDENT ON THE PREMISES AT THE RYE OF SURVEY SURVEY OF: LOT 175 CERTIFIED TO: ESTEVES HOLDING; MAP OF: ORIENT BY THE SEA SECTION THREE FILED: OCTOBER 16, 1974 No.6160 SITUATED AT: ORIENT FND. LOC. 05-11-21 TOWN OF: SOUTHOLD REVISED 03-05-21 SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 10-07-20 Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL P.O. Box 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM MD OBSERVATIONS FILE #220—1 1 6 SCALE: 1"=30 DATE: AUG 10, 2020 N.Y.S. LISC. NO. 050882 PHONE (631)298-1688 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS S.C.T.M. N0. DISTRICT: 1000 SECTION: 15 BLOCK: 5 LOT(S):24.31 #R-20-1351 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O�^FICF ofo. APPROVAL OF CONSTRt1CTED WORKS FOR A SINGLE FAV:'ILY RESIDENCE ��'1 " Date H.S.Ref.No. R-Q--L-it51 I The 8em*e d end weter supply fad.wks at thls tocagm have bem \�1 0.9'N inspected andlor ew#W by V*Depam*M or other mceneles and tound to \"°� be w*,t3ciory FOR A M..AXtMUM,QF,_:�L_ BEDR00?."S, .� EL 13.3 Craig Knepper, P.E., Chief \ & O \ O \ 0.2'N L? 01� Q\P %8.W6' OR 116 0.3'N 4 BEDROOM SYSTEM R CT1 L° FEN1250 GAL. S.T. V()Sl �3)8'0x4'DEEP L.P. \ M lb- < Na \ I•: WINDOW SW G. ELL �Z . 16'. ..:................... CLEC. V v:::::::::::::i:::::::.....:i4ii ?: Z�::....... \ /� METER �.� c!'•: ::• ..........::::::::: ".6 :•::::::::::.:::::::::.: :.: :::. :.: .::::::::::� o�� 42.8' O+.::•: .......................................S N DRY WELL 6 h. ::::. :. o _ :a STY r RAMC•:::., :.... 94 4' l0 o:•:::::::•;.:,DWELLING; ;:::: ::: `2 N :P �• .......�....FFL 13.5•::•::�:�:;�:�:� : ° EGRESS WINDOW WELL C� pO" GRp Z� ( 1 ... ......... .:::.:.........:...:.........'::: ................... - >..:::G ::::::::::::::::68' EGRESS DRY WELL y� 1• :::•::::::::.: ::•:•:•::•:•:::... WINDOW WELL o:::::::::::::::::•::: i WEL 508 0: '"•.. 0 1 i� 57.5' 4 06- e10 6 5 Po I 199.3 4.6'N / DRY WELL S6 31'10 /�pP`1EM �MEtsc \ 6 n EQGE ( DRAI AGE CALCULATIONS: \JUN \ gO W/COVERED PORCHES=4146 SQ.Fr. A�?D�WflLLING 4146 x 0.166= 688cf �UILUINU ucr i. t (2) B'DIA x 8' DEEP DRYWELL= 708cf PROVIDED fOVVN OF SOUTHOLDI( �1 B) DRIVEWAY=2037 SQXT. 2037 x 0.166=338cf REQUIRED i / (1) 8'DIA x 8' DEEP DRYWELL=354cf PROVIDED FINAL SURVEY 01-10-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 05-11-21 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 40,953.35 SQ.FT. or 0.94 ACRES ELEVATION DATUM: NAVD88________ UNAUTHORIZED AL7FRA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF rO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI 77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 175 CERTIFIED TO: ESTEVES HOLDING; MAP OF: ORIENT BY THE SEA SECTION THREE FILED: OCTOBER 16, 1974 No.6160 SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f� P.O. Box 153 Aquebogue, New York 11931 FILE # 220-116 SCALE: 1 "=30' DATE: AUG 10, 2020 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. 1/0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk H CERTIFICATE OF LIABILITY INSURANCE DATE v/04/202 oo4rzo20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THM CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the term and conditions of the policy,certain policies may require an endorsement A statement on this coMficato does not confer rights to the certificate holder In lieu of such endorsemont(s). PRODUCER NAMEACT Robert Ansbach Rpa Agency,I.1C. [PHONE (631)265-3003 (Alc,No): (631)724.4155 9 y, EAIC,No,Eat): I W.Main St.Ste.205 ADDRESS: rpainsurance@optonline.net _ Smithtown,NY 11787 INSURER(S)AFFORDING COVERAGE NAIC 0 Phone (631)265-3003 Fax (631)724-4155 INSURERA;- Evanston Insurance Company. INSURED NSURER B: J Grano Contracting,Inc INSURER C: 850 Lincoln Ave. Unit 10 INSURER 0: INSURER E: } - Bohemia NY 11716- ___ INSURER F --- - - -- - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: _ I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN N MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR INSR,VWD. POLICY EFF POLICY EXP LIMITS LTR, TYPE OF INSURANCE POLICY NUMBER _�(MM/DDIYYYYI (MMIDDIYYYY)�_. _ —_. ____ COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE___ 0 _ 1,000,000,00 L-� CLAIMS-MADE OCCUR DAMAGE TO RENTED rrence - 5D 00 1 I { PREMISES{Ea occu L_; $____:-0__ Cf I MED EXP(Any one person) 1$ 5,000.00 _ A LJ Y 3ET8817 111/10/2020 11/10/2021 PERSONAL B ADV INJURY $ 1,000,000-00 _ CL•N'L A3GREGATE LIMIT APPLIES PER. GENERAL_AGGREGATE_ $ 2,000,000.00 POLICY ECT LOC I PRODUCTS CTS-COMP/OP AGG 1$ 2,000,000.00 - I OTHER I I ----- -1$ ----- -- COMBINED SINGLE LIMIT I AUTOMOBILE LABILITY Ea accident $ ANYAUTO BODILY INJURY(Per person)_�$ OWNED -� AUTOSULED BODILY INJURY(Per accident)I$ C11 AUTOS ONLYHIRED PION-OWNED I PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY i Per accident !$ { UMBRELLA LIAR7 OCCUR EACH OCCURRENCE -G EXCESS UAB ❑CLAIMS-MADE AGGREGATE $ _ __i(l-_DED Ei-RETENTION$ __ - y__ -__ $— J WORKERS COMPENSATION PER STATUTE 0TH- AND EMPLOYERS'LIABILITY YIN 1 ANY PROPRIETOkiPAR'rNER/FXECUTNE- - E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA —--� (Mandatory In NH) - -- j E.L.DISEASE-EA EMPLOYE $ B yes,descnbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT g �DIESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1(Attach ACORD 101,Additional Remarks Schedule,K more apace Is required) j j I I I CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. i Southold,NY 11971 AUTHORIZED REPRESENTATIVE - { ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103)OF The ACORD name and logo are registered marks of ACORD ro 2TE workers' CERTIFICATE OF INSURANCE COVERAGE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured J.GRANO CONTRACTING,INC 631-241-7612 850 LINCOLN AVENUE,SUITE 10 BOHEMIA,NY 11716 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is spedfrcauy 6rttited to 830710263 certain locations in Now York State,Le,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPolnt Life Insurance Company Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 DBL532792 3c.Policy effective period 04/27/2020 to 04/26/2022 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B,Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. .4 Date Signed 1/4/2021 9 By will, (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agentof that insurance carrier( Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 48,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 58 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) "Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.insurance brokers are NOT authorized to issue this form. DB-120.1(10-17) pIIIII�IIIIIIIIIuIIIIIIIIIIIIIINwI-IiIN�� NYSIF Now York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE eAAAA 830710253 RPA AGENCY INC 1 W MAIN ST STE 205 SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER J GRANO CONTRACTING INC TOWN OF SOUTHOLD 77 SUNSET AVE 54375 MAIN ROAD SELDEN NY 11784 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12442771-8 953500 12/14/2020 TO 12/14/2021 1/4/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2442 771-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/AVM.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JONATHAN E GRANO OF A ONE PERSON CORP J GRANO CONTRACTING INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 10 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING V MAR 202 HVAC Design Calculation in accordance with RCCA Manual J,D,& S Manual J Eighth Edition V.2 For 80 Ryder Farm Lane - Orient Point, NY J. Grano Contracting 850 Lincoln Avenue Bohemia NY 11716 (631) 244-6911 NEW YORK BUILDING T E C H N 0 L :Gy IG p 0 1) P. 'op, .riv� �1.46ftia zaccafrelfti ih.a#p C&I i -Mgn 61,1,'8* ,�44ri �w th!�, qA itiori—V.2 ate:: 3/1/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,IVY 11764 Telephone:631495-0289 Fax:631 3892808 Email: Gene@nybtg.corn Revised August 30,2017 y, Manual S Compliance Report Job: 2600 1'i h Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt25A l3iding 1 Srite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com • • • • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 6023 Btuh Entering coil DB: 75.1°F Outdoor design WB: 71.7°F Latent gain: 1591 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 7614 Btuh Indoor RH: 50% Estimated airflow: 600 ch Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Daikin Model: 2MXL18QMVJU+CTXS07LVJU (X2) Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 209%of load Latent capacity: 5400 Btuh 339%of load Total capacity:. 18000 Btuh 236%of load SHR: 70% Heating E• • gn Design Conditions Outdoor design DB: 15.7°F Heat loss: 9727 Btuh Entering coil DB: 71.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Daikin Model: 2MXL18QMVJU+CTXS07LVJU (X2) Actual airflow: 600 cfin Output capacity: 18900 Btuh 194%of load Capacity balance: 5.8 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements ofACCA Manual S. 2021-Mar-01 14:42:24 � m - Right-Site®Universal 2021 21.0.02 RSU25831 Page 1 98 Ridmond Ave\80_Ryder_Farm_Lane_Updatedl.np Calc=MJ8 Frond Door faces:SW Manual S Compliance Report Job: 2600 r� itf�' Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vmw.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY,J.Grano Contracting 850 LincolnAvenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 39965 Btuh Entering coil DB: 76.37 Outdoor design WB: 71.7°F Latent gain: 8036 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 48001 Btuh Indoor RH: 50% Estimated airflow: 1867 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1460AJ1NA+RH1T6021STANJA Actual airflow: 1867 cfin Sensible capacity. 41824 Btuh 105%of load Latent capacity: 5037 Btuh 63%of load Total capacity: 46861 Btuh 98%of load SHR: 89% Heating Eq'Uipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 56396 Btuh Entering coil DB: 67.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NAVIEN,INC. Model: NCB-240E Actual airflow: 1867 c6Tl Output capacity: 60000 Btuh 106%of load Meets all requirements ofACCA Manual S. - W4d'Cigpft' 2021-Mar-01 14:4224 4 ®w ro. aamv. Right-SUte@ Universal 2021 21.0.02 RSU25831 Page 2 98RictrnondAve180_Ryder Farm Lane_Updatedl.np Calc=MJB Frort Door faces:SW 1 ` Load Short Form Job: 2600 + 'wrightsoftlDate: Jan 05,2021 Basement By: Tom Baccarella New York Building Technology Group 159 Rt25A Brilding 1 Srite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rtybtg.com Web:www.NYBTG.com • • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Efficiency 9.25 HSPF Efficiency 15.5 EER,11.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 °F Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.062 cknBtuh Air flow factor 0.100 cfm/Btuh Static pressure 0.20 in H2O Static pressure 0.20 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=6°F ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftp) (Btuh) (Btuh) (cfm) Pill) Bsmt Bath 56 0 0 0 0 Finished Basement 1427 9727 6023 600 600 Basement d 1483 9727 6023 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 5379 Latent cooling 1591 TOTALS 1483 9727 6970 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsaftm 2021-Mar-0114:42:24 s »trc nwN�. ,ctv,.as+i Right Sute®Universal 2021 21.0.02 RSU25831 Page 1 98 Riclmorrl Ave\80_Ryder Farm_Lane_Updatedl.np Calc=MJ8 Front Door faces:SW Load Short Form Job: 2600 ri h Date: Jan 05,2021 Main By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Site B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m • • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1460AJ1NA AHRI ref 8580772 Coil RH1T6021STANJA AHRI ref 8083693 Efficiency 95AFUE Efficiency 11.7 EER,14 SEER Heating input 60000 Btuh Sensible cooling 39200 Btuh Heating output 60000 Btuh Latent cooling 16800 Btuh Temperature rise 29 °F Total cooling 56000 Btuh Actual airflow 1867 cfm Actual airflow 1867 cfm Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83. ROOM NAME Area Htg load Cig load Htg AVF CIgAVF W) (Btuh) (Btuh) (cfm) (cfm) Bed 2 309 5753 4476 223 216 Bath 2 97 1552 779 60 38 Bath 3 92 1450 687 56 33 Bed 3 294 4803 3552 187 172 IGtchen 345 2545 6228 99 301 Foyer/Dining 391 5246 3599 204 174 Laundry 86 1240 1398 48 68 Powder 35 0 0 0 0 Master Bed 362 4753 4570 185 221 Master Bath 171 2610 995 101 48 Recreation room 613 9806 4926 381 238 Stairwell 99 2369 692 92 33 Hall 79 0 0 0 0 Living 428 5129 6458 199 312 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r ilg e'l 2021-Mar-01 14:42:24 Mght Sote(DUriversal202l 2l.O.O2 RSU25831 Page t 98RichrnordAve\80_Ryder_Farrn Lane_Updatedl.rp Calc=MJ8 Front Door faces:SW WIC 92 814 229 32 11 Main d 3495 48070 38589 1867 1867 Other equip loads 8326 1375 Equip.@ 0.89 RSM 35689 Latent cooling 8036 TOTALS 3495 56396 43725 1867 1867 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rig of , 2021-Mar-0114:42:24 Right-Sute®Urrversal2021 21.0.02 RSU25831 Page 3 98RidmordAve180_Ryder_Farm_Lane_Updated1.ry) Calc=MJ8 Frort Door faws:SW Project Summa Job: 2600 high Date: Jan 05,2021 Basement By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com ® • t", lhfoemati6h For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Notes: 0- • • • Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 °F Inside db 72 °F Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8465 Btuh Structure 5736 Btuh Ducts 1263 Btuh Ducts 288 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9727 Btuh Use manufacturer's data n Rate/swinmultiplier 0.89 Infiltration Equipmen�sensible load 5379 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1198 Btuh Ducts 393 Btuh Central vent(0 d1m) 0 Btuh Heating Cooling (none) Area(ft) 1483 1483 Equipment latent load 1591 Btuh Volume(ft) 2591 2591 Airchanges/hour 0.24 0.10 Equipment Total Load(Sen+Lat) 6970 Btuh Equiv.AVF(cfm) 11 4 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Efficiency 9.25 HSPF Efficiency 15.5 EER,11.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 °F Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.062 cfimBtuh Airflowfactor 0.100 cfm/Btuh Static pressure 0.20 in H2O Static pressure 0.20 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=6°F Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 'WN ft 1 - 2021-Mar-0114:42:24 +� j®-* -- Right Sute®Universal 2021 21.0.02 RSU25831 981ZdYnondAve\80_Ryder Farm_Lane_Updatedl.rp Calc=MJ8 FronttDoor faces:SW Pagel . 1 Project Summa Job: 2600 wrlotsoft Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Siite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com, • - • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracUng.com Notes: ® - •h]hfo-fmatioK., Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33997 Btuh Structure 29503 Btuh Ducts 14073 Btuh Ducts 9086 Btuh Central vent(135 cfm) 8326 Btuh Central vent(135 cfm) 1375 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 56396 Btuh Use manufacturer's data n Rate/swinit plier 0.89 Infiltration Equipmen sensible load 35689 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3812 Btuh Ducts 1287 Btuh Central vent(135 cfm) 2937 Btuh Heating Cooling Outside air Area(ft2) 3495 3495 Equipment latent load 8036 Btuh Volume(ft) 32008 32008 Air changes/hour 0.16 0.07 Equipment Total Load(Sen+Lat) 43725 Btuh Equiv AVF(cfm) 84 36 Req.total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1460AJ1NA AHRI ref 8580772 Coil RH1T6021STANJA AHRI ref 8083693 Efficiency 95AFLJE Efficiency 11.7 EER,14 SEER Heating input 60000 Btuh Sensible cooling 39200 Btuh Heating output 60000 Btuh Latent cooling 16800 Btuh Temperature rise 29 OF Total cooling 56000 Btuh Actual airflow 1867 cfm Actual airflow 1867 clrn Airflow factor 0.039 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4* '•"iigtmlqso:F - 2021-Mar-01 14:42:24 Right-Sote@Universal 202121.0.02RSU25831 Page 2 ...989dmordAve�80_Ryder Farm_Lane_Updatedl.np Calc=MJB Front Door faces:SW AED Assessment Job: 2600 1'� Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt25A Bfilding 1 Sate B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:wwv.NYBTG.com • - • 0 For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com ® - • • • • Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 • � • - • ExROsure Diveisii Hourly Glazing Load 2,200-- 2,000- 1,800- 1,600-- 1,400-- 1,200-- 1,000-- 800-- 600-- 400-- 200-- 0 ,8001,6001,4001,2001,00a800600402000 8 9 10 11 12 13 14 15 16 17 18 19 20 Haur of Day HwM O awzga i nen unr Maximum hourly glazing load exceeds average by 36.1%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 93 Btuh (PFG-1.3*AFG) psg2021-Mar-01 14:42:24 '` na sir s MghFSrite@ Uriversal 2021 21.0.02 RSU25831 Page l 98mctmondAve\80_Ryder Farm_Lane_Updatedl.np Calc=MJB Front Door faces:SW AED Assessment Job: 2600 �" Date: Jan 05,2021 Main By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1$Ute B,Miller Place,W11764 Phone:631.495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com ProfectInf6rmation For. 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41°N Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversit Hourly Glazing Load 11,000-- 10,000-- 9,000-- 8,000-- 2 1,00010,00a9,0008,002 7,000-- T. ,000' 6.000-- 5,000-- 4,000-- 3.000-- 2,000-- 1,000-- 0 ,0005,004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour W Day /Hamy /Avaapa /AED6m't Maximum hourly glazing load exceeds average by 15.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh - wrfgjdgpfr 2021-Mar-0114:4224 rr Right Suite®Universal 2021 21.0.02 RSU25831 Page 2 98RictmondAve\80_Ryder_Farm_Lare_Updatedl.np Calc=MJB Front Door faces:SW Wrightsaft Right-M Worksheet Job: 2600 Basement Date: Jan 05,2021 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Siite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtlq.00m Web:www.NYBTG.com 1 Room name Basement BsmtBath 2 Exposed wall 168.5 It 21.5 ft 3 Room height 8.0 it d 8.0 ft heat/cool 4 Room dimensions 6.3 x 9.0 ft 5 Room area 1483.4 fF 56.3 ftz Ty Construction U-value Or HTM Area (T) Load Area (T) Load number (Btuh/ft=-°F) (Bor perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F Osw 0.065 ne 3.64 6.78- 50 50 183 39 50 50 183 99 NYBTG Default, 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 --.GSD NYBTG Default ,0.300 ne 0.00 .000 0 0 0 0 0 0 0 0 "11,10. 0.600 ne• U0, 000 ,.,... 0 0 0 0 „0 .0 0 0 11 WI _G 15B11-0wc6 0.099 ne 3.33 0.06 254 223 742 13 0 0 0 0 NYBTG Default - 0.300 • ne 16.89 21.32 31 _ 0 527 665 0 0 0 0 VL 12F0sw 0065 se 0.00 0.06 0 0 0 0 0 0 0 0 -C NYBTGDefau>t0.300 $e _ 0 0,00.,. 0 0 _ 0 0._ 0 0 0 0 V+/ 15B11-0wo-6 0.099 se 3.42 0.09 370 338 1156 30 0 0 0 0 T-G NYBTG Default 0.300 se 16.89 26.59 32 0 540 851 0 0 0 0 W 12FOm 0.065 •%V 3.66 ' 0.78 50 "'60 183 39 50 50 183 38 NYBTGOefault 0.300 sw 0.00 0.00 .0 0 0 0 0 0 0 0 NYSTGDefault 0.300 sw 0.00 0.00 0 0 - 0 0, 0 0 0 0 11,10 .0.600 sw a00• _ --0,00 0 -0-, 0 0 0 0- • .0 .- - . 10 W 15B`11-Wo-6 0.099 sw 3.61 0.15 254 254 916 38 0 0 0 0 VIl 12F Osw 6,635 nw 3.66, .0.78 12 72 263 56 72 72 263 56 L-0 NYBTG.Default- 0.300 nw -'A00 .... .0,00 M 0 _.0 0 0 0 0 . 0 '0 W 15B11-Owa6 0.099 nw 3.61 0.15 298 298 1075 45 0 0 0 0 P 120-0 0.691 ` -µ. 0.00 . 0.00 0 0 _. "0. 0 0 0 sw 6 0 C 16B-30ad- 0.032 - 1.80 _ - 1.49 195 195 351 291 0 0 0 0 C 16B-38ad 0.026 ._-".:.. 1,46 121 ,12 12 - 17 14 0 . 0 0 O C. 17B-6al 0.105 0.00 0.00 0 0 0 - 0 0 0 0 0 C 181-21w _.,µ. 0.047 - _ . 0.00 0.00 0 0- .._- 0 0 _,.0 0 0 0 F 19A30bswp 0.034 1.61 027 56 56 90 15 56 56 90 15 F 19C-Obsmp", 0268,': 0.00 0.00 0 0 0 0 0 0 0 .. 0 F 19C-19cscp 0.049_ - 0.00 0.00 0 0 0 0 0 0 0 0 21A28t Y 0.022 -" 1.24 .- 0.00 1427 `1427 . 1768 " ." 0 0 0 0 :0 6 c)AED excursion 93 0 Envelope loss(gain 7812 2190 720 149 12 a) Infiltration 652 46 286 20 b) Roomventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 0 0 Appliances/other 3500 0 Subtotal(lines 6 to 13) 8465 5736 1006 169 Less exfemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -1006 -169 14 Subtotal 8465 5736 0 0 15 Dud loads 15% 5% 1263 288 15% 5% 0 0 Total room load 9727 6023 0 0 Air required(dm) 6001 60010 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-Mar-01 14:42:24 Righ6Sdte®Ur9versal 2021 21.0.02 RSU25831 Page 1 98McmondAve180_Ryder Farm_Lane_Updatedl.rup Calc=MJ8 Front Door faces:SW VIPrkjbtwft Right-M Worksheet Job: 2600 Basement Date: Jan 05,2021 New York Building Technology Group By: Tom Baccarella 159 Rt25A Brildirg 1 Sdte B,Miller Place,WI 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name Finished Basement 2 E)posed wall 147.0 ft 3 Room height 8.0 ft heaYbool 4 Room dimensions 1.0 x 14272 ft 5 Room area 14272 itz Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuhlft;°F) (Btuhtft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIPS Heat Cool Gross WP/S Heat Cool 6 - 12F-0sw� _-__0.065 ne -3.66 T0.78_'_0 0 _` 6____0 NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 NYBTGDefault •° ,. 0,300 no 0.00 0.00 0 0, 0 4 11J0_ _ _. _.. - ., .00 0- r0._- 0 _ .. _ ..... 11 V)/ 15B11-0wc,6 0.099 ne 3.33 0.06 254 223 742 13 T __. a 0 -527 665 _Default u t _ne 0.00 3 V�l 12F-Osw : 0.065 se '�"�0.00� 0.00 0 0 0 0 � 'G.-NYBTGDefautt _ . 0.300 ._se- "� ._0.00- _._m0.00 _.-:_._0, 0._ 0-_,. 0 15B11-Ovc-6 0.099 se 3.42 0.09 370 338 1156 30 T-GNYBTG Default 0.300 se 16.89 26.59 32 0 540 851 SN'_ . ._._...-- --0_,_.� 12F-0sw 0.065 3.66 0.78 NYBTG Default 0.300 sw 0.00 0.00 0 0 0 0 NYBTG Default 0,300, s�v' 0.00 0.00 0 0 0 .0 TE11J0._.. ..- .....,.__`_..-, _ .,.8.600. sw. -.,_:0.00 0.00 _ ....._: 0 ...... , '.0 . :. _ :..O. T, _._.. -0 W 15811-0wo-6 0.099 sw 3.61 0.15 254 254 916 38 W yV�// 12F=0srr 0.065 nw •3.66 0.78 0 0 -�.. 0, _�-m-0 -."��'� !_,•._V NIBTGDefault_ 0.300 nw_ Q.00 _ 0.00. 0 0_..__. 0__.Q W 15611-0wo-6 0.099 nw 3.61 0.15 298 298 _10_75 45 0___'_ .0,. m, 0 .. _. .�...... C 16B-30ad 0.032 - 1.80 1.49 195 195 351 291 168_-38ad. _ _0..026_ 1.46 , 121 12 . 92 17 C 17B-6al 0.105 - _ 0.000.00_ 0 0 _0 F 19A-30bswp 0.034 1.61 027 0 0 0 0 _,,..- - _ . . _..__ _ .._ ..,..m-- F..... .. .19C Obstip _ ,-. . ._._ 0.368_ -. ...:,...0.00 ..,-..0.00. .. ..,-,".=,,0.._ 0 . " 0 0 F 19C-19cscp- � _. ....0.0049-.' 0.00 0.00 - 0 0 0 0 F _21A-28t _ _0°022 ' c 124_ x__0.00 1427, __1427 4 x17660. 6 c)AED excursion 93 Envelope loss/gain 7093 2041 12 a) Infiltration 366 26 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Applianoadother 3500 Subtotal(lines 6 to 13) 7459 5566 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 1006 169 14 Subtotal 8465 5736 15 Dudloads 15% 5% 1263 288 Total room load 9727 6023 Air required(dm) 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t1 . 2021-Mar-01'14:42:24 n"' " Right-Sute@Unversal 202121.0.02RSU25831 Page 2 ...989ctmondAvet60_Ryder Farm_Lane_Updatedl.np Calc=MJB Front Door faces:SW i1frightsaft. Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Main Bed 2 2 E)posed wall 352.5 ft 45.5 ft 3 Room height 92 ft d 9.0 ft heaV000l 4 Room dimensions 1.0 x 308.8 ft 5 Room area 3494.8 iF 308.8 V Ty Construction U-value Or HTM Area Load number (Btuhlft�--°F) (Btuhtfl�) or perimeter Area m r (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S ' Heat Cool Gross N/P/S Heat Cool 612F&V 0.065, ne 3£6 0.78 ` 1091 902 3301 704 0 b 0 0 NYBTG Default 0.300 ne 16.89 21.32 88 0 1480 1867 0 0 0 0 -p NYSTG Default 0.300 ne 16.89 21.32 84 0 1419 1791 0 0 0 0 11JO, 0.600. ne 33.78 ..13.92 17 17 566 233 0, 0 0 . 0 11 V/! 15B11-0wo-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 C NYBTG Default 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 W, 12FFOsH 0.065 se 3.66 •0.78 . ' 625 559 2047 436 ", 113 113 µ 412 88 t-G 213TGDefault 0.300 $a 16.89 .. .•26.59 65 0 ._ 1100 17310 0 . Q 0 V�/ 15819-Owo-6 0:099 se 0.00 0.00 0 0 0 0 0 0 0 0 T-G NYBTG Default_ _ 0.300_ se0.00 0.00 0 0 0 0 0 0 _ 0 0 12F-Osw 0.065 %V 3.66 0.78 729 "'633 2318 494 140 .•911 405 : 86 NYBTG Default 0.300 sw •• 16.89 26.59 14 0 236 371 0 0 1, 0 0 NYBTG Default 0.300 sw 16.89 26.59 62 0 1040 1638 29 ''0 486 766 11J0. 0.600 snr.. 33,78 _13,92 20 20 . . .- "679 280 _ _ O Q,, 10", 10 W 15611-0wo-6 0.099 SN 0.00 0.00 0 0 0 0 0 0 0 0 V�7 12FOsvt 0.065 nw 3.66 0178 691 637 2333 497" 158 140 514 190 t-C NYBTG Default, 0.300, nw .16.89 _ - 21.32:- ,-,-54 0 ", 909 " 1147 17 0. 289 .:. 365 W 15811-Owo-6 0.099 nw0.00 0.00 0 0 0 0 0 0 0 0 P, 12C Osw-- 0.099 _`..5.12 -0.76, 234 234 1199 . 177 0 - .. 0 0 0 C 1613-00ad_ -- 0.032 0.00 0.00 0 0 0 0 _ 0 00 0 C1'68-38ad 0:026 - 1.46 .. . .1.21 2782 2782... 4073 . 3378 309 _. 309- 482, 375 C- 1713-hal• 0.105-.- 5.91_ 3.96 211 211 1245 833 0 0 0 0 C IS&41w, . . .047 - . ._.2.65 0.83 ._. . 795 - ". . 795 -_ _•2103 661 0 0 ,0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F, 19C Obsnp w 0.368 . - 1:57 023 '1505".. _1505 .2058 340 309 1111 309 422 70 F 19C-19cscp 0.049 - 0.96 0.16 7.13 713 681 113 0 0 0 0 F. 21A-28t,: 0.022 0.00 "b.00-.. d _". . 0 00 0, 0 " 0 M, 0 6 c)AED excursion 0 306 Envelope loss/gain 28786 16692 2980 2165 12 a) Infiltration 5211 366 681 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 0 0 Appliancestother 11525 1050 Subtotal(lines 6 to 13) 33997 29503 3661 3262 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 33997 29503 3661 3262 15 Dudloads 41% 31% 14073 9086 57% 37% 2093 1213 Total room load 48070 38589 5753 4476 Air required(dm) 1867 1867 223 216 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-Mar-01 14:42:24 Right Sote®Universal 2021 21.0.02 RSU25831 Page 3 98 Richmond Ave180_Ryder_Farm_Lane_Updated 1.r p Calc=MJ8 Front Door faces:SW Right-M Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.N1BTG.eom 1 Room name Bath 2 Bath 3 2 E)posed wall 11.5 ft 11.0 ft 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 97.4 ft 1.0 x 92.3 ft 5 Room area 97.4 ft' 92.3 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft=) Load number (Btuh/W--°F) (Bluh/Ih) or perimeter (ft) (Btuh) or perimeter (ft) (Buh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F.siv 0.065 no 3.66 0.78 0 0 0 . 0 . 32 '32 115 25 NYBTG Default 0.300 ne "16.89 21.32 0 0 0 0 0 " 0 0 0 NY13TGDefault 0.300 no 16.89 ••,•21.32 0 0 0 0 0 0 0 0 .. „11J0 _. 0.600 ne 33.78 , ...13.92 . . 0 0 0, 0 . 0 0 0 0 1115B11-Ovr-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 `G NYBTG Default 0.300 ne, 0.00• - _0.00- _ 0'' - 0 0 0 0 -, _ 0 0 0 Y , 3.86 0.78 0 0 0 0 0 0 0 0 -C 12F-OSN0.065 se.NYBTG Default 0,300 ••se.... 16.89_- 2659 0 0 0 . 0 0 ..... ..0 . 0 0 y/ 15B11-Owo-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 T-G NYBTG Default 0.300 se _ 0.00 0.00 0 0 0 0 0 0 0 0 12F-Omv ._ 0.065 sw 3.66 0.78 29 ., 29 107 23 0 0 0 0 NYBTG Default .0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default , 0.300 sw 16,89 26.59 0 .0 0 0 .0 0 0 0 1140 0.600 sw, "_ 33,78 13.92 0 0 0 0 0 0. 6 0 W 15B11-0wo-6 0.099 sw 0.00 0.00 0 00 0 0 0 0 6 IAI 12F-09N 0.065 nw 366 0.78 74 fit 22"7 48 68 57 210 45 --G. NYBTG Default ._ 0.300 .nw. 16.89 21.32 12 0 265 259 10 • 0 172 217 W 15811-Owc.6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12C Osw_ 0.091 - 5.120.76 0 0 0 0 - - - - -0 0 _ 0 0 C 16B-30ad 0.032 - 0.00 0.00 0 0 0 0 0 0 0 0 C,,. .: 168 38ad 0.426 _ ' :<1,46 .. ...1.21 r 97, 97 143 118 _ 92 92 135 112 C_ 17B-6al 0.105 - 5.91 3.96 0 0 0 0 0 0 0 0 C_ _ 188.21w 71, 0.047 _- 2.65, 0.83 0 0 0 0 0 0 0 0 F 19A30bswp 0.034 - 0.00 0.00 0 0 _ -. 0 0 .._ ._ _ 0 _ 0 _ 0 0 F. 19C4bswp. . . .._ 0.368 1.37 023 - 97 97 133 22, 92 92 .126. 21, F 19C-19 0.049 - 0;96 0.16 _ 0 0 0 0 0 0 0 0 F_ 21A28t _.0.022 ... _ 0.00 .,. 0.00 0 0 - 0 0 0 _ 0 6 c)AED excursion 86 70 Envelope lossigain 815 556 758 490 12 a) Infiltration 172 12 165 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 987 568 923 501 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 987 568 923 501 15 Dud loads 57% 37% 564 211 57% 37% 527 186 Total room load 1552 779 1450 687 Air required(dm) 1 1 60 38 1 561 33 Calculations approved bYACCAto meet all requirements of Manual J 8th Ed. 1 Right-Srite®Universal 202121.0.02RSU25831 2021-Mar-01 14:42:24Aft Page4 98MctynondAvelBO_Ryder Farm_Lane_Updatedl.rLp Calc=MJ8 Front Door faces:SW Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 New York Building Technology Group By: Tom Baccarella 159 Rt25A Brrilding 1 SUte,B,Miller Place,W11764 Phone:631.495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bed 3 Ktchen 2 Exposed wall 33.0 It 15.5 ft 3 Room height 9.0 ft heat/000l 10.0 ft heat(000l 4 Room dimensions 1.0 x 2942 ft 15.5 x 22.3 ft 5 Room area 2942 V 344.9 fF Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number (Btuh/ft2-°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NAS Heat Cool 6 12F-0sw 0.066 ne' 3,66 0.78 135 101 369 79 156 136 497 106 NYBTGDefauft 0.300 .ne 16.89 21.32 34 0 578 " 729 19 0 324 409 NYMOefault• 0,300 no 16.89 21.32 0 . 0 0 0 0 0 0 0 11J0 0,600.,no 33.78 13.92 0 -0 ; 0 0 0 . , 0' 0 0 11 W, 15B11-Owa60.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.300 ne 0.00 0.00 0 - - 0 0 0 0 0 0 0 �1. 12F-Ow 0.065 se 3.66 0.78 0 0 0 0 0 0 0 6 .NYBTGDefauft 0.300 .se_ 16,89 .. .26.59 -0 - - 0.. 0 0 - 0 0 -0 0 Vel 15B11-0wa6 0.099 se 0.00 0.00 0 0 0 0 6 0 0, 0 T-G NYBTG Default 0.300 se 0.00_ 0.00 _ 0 0 0 0 0 0 0 0 Vb12F-Osw 0.065 sw 3,66 0.78 0 0 0 0 0 0 0 0 NYBTGDefault 0.300 sw, 16.89 26.59 0 0 0 0 0 fl 0 0 NYBTG Default• 0300.sw 16.89 26,59 0 0 - 0 0 0 0 O 0 M. 0.600 su -33,78 _ . 13.92 0 0 ,. ..... 0 0 fl - _. .-.0 0 0 W 15811-OWA 0.099 _sw 0.00 0.00 0 0 0 0 _ 0 0 0 0 vtJ 12F-Wk 0.065 rw- 3.66 6.78 µ 162 148 540 115 0 0 0 0 NYBTG Default __ 0.300 ,nw, .- '-16.89 .....:21.32 14 0_ - •• 243, 307 0• _,_,o 0 0 VVµ 15811-0wo-6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 P, 12C-Osw_...• 0.091 5.12 0.76-_ .-- 0 . 0 _. 0_ '0 .. 0 -0 0 0 C• 16B-30ad 0.032 0.00 0;00 _ _0 0 0 0_ -- 0 •• • 0 0 0 C 16838ad - _ - ,-_U.026 -- 146 121 . 264 - .- 294 _ 431 357 345 . 345 505 419 C 17B-6a1, _ • 0.105 5.91 3.96 0 0 0 0 0 0 0 0 C 18&21w 0.047 - _ 265 - 0.83_ O M.. 0 0 0 0 0 b _ 0 F 19A 30bW 0.034 0.00 _ 0.00 0 0 0 0 0 0 0 0 F 19C-0tlswp 0.368 - 137- b23 ,., 294 .. 294 402 66 0, 0 - 0 0 F 19C-19cscp _ 0.049 - 0.96 0.16 0 0 _ 0 0 0 0 0 0 F 21A 28t, . .. On _ 0.00 U0 0 0 . ... 0 b -,0 0 - 0 . 0 6 c)AED excursion -149 -224 Envelope loss/gain 2563 1504 1326 710 12 a) Infiltration 494 35 258 18 b) .Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 ApplianoWother 1050 3784 Subtotal(lines 6 to 13) 3056 2589 1584 4512 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 35 28 14 Subtotal 3056 2589 1619 4540 15 Dud loads 57% 37% 1747 963 57% 37%1 926 1688 Total room load 4803 3552 2545 6228 Air required(dm) 187 172 99 301 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. Aft 2021-Mar-0114:42:24 R gFt-Sute®Uruversa12021 21.0.02 RSU25831 Page 5 98 Richmond Ave180_Ryder Farm_Lane_Updated 1.rp Calc=MJ8 Front Door faces:SW w, IighwfV Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By: Tom Baccanalla New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rtybtg.com Web:www.NYBTG.com 1 Room name Foyer/Dining Laundry 2 E)(uosed wall 21.5 ft 13.3 It 3 Room height 9.0 It heat/000l 9.0 ft heat/000l 4 Room dimensions 1.0 x 391.4 ft 13.3 x 6.5 ft 5 Room area 391 A T 86.1 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (T) Load number (BtuhlftL-°F) (Btuh/f 2) or perimeter (ft) (Btuh) or perimeter (ft) (13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12FOsw 0,065 ne 3.66 0.78 0 0 .. 0 0. 0 00 0 NYBTG Default 0.300 .ne, •16.89 21.32 0 0 0 0 0 1 10' 0 0 NYBTG Default 0.300 no 16.89 21.32 0 0 0 0 0 0 0 0 91d0 0.600 ne 33.7.8 ...:x.13.92. 0 0 0 0 _ 6 0 0 0 11 151B11-0wo-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default„ 0.300 ne 0.00 0.00,•_ 0 -- 0 _ 0 0 „0 - 0 0 0 yJ 12FOssw' ' 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 1-G NYBTG De%utt._ .. 0,300 $e,, ....16.89 26.59 0 0 0 0 0 0 .. 0 - - - 0 Vel 15611-0w)-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 �G NYBTG Default 0.300 se_ 0.00 0.00 0 0 _ 0 0 0 0 0 0 12F Osw Q.065 sw -3.66 0.78 64 127 463 99 25 26 91 19 NYBTG Default 0.306 sw 16.89 26.59 14 0 236 371 0 6 0 0 NYBTG Default 0.300 sw 16.89 26.59 : 33 0 554 872 0 0 0 0 11J0 _ 0.600sw _ 33.7$ - 13.92 20 20 679 280 0. 0 0 0 W 15611-0w-6 0.099 sw 0.00 0.00 0 0 0 0 0 0 0 0 vlt 12FUsw 0.065 nn 3.66 0.78 0 0 0 0 0 0 6 0 t-C NYBTG Default 0.300.,,nw 16.89 ::21.32 -0- --- 0 0', -0 0 ' 0 .__ _ 0.. 0 W 15611-0wa6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 _ 0 P . . 12C Osw 0.091 ..,-. 5.12' 0.76 0 0 0 d `9.5 95 -_ _ 484. -71 C_ 1613-30ad 0.032r • • 0.00 0.00 •• • - 0 _ _ --0- 0 0 0 0 Q 0 G, . ,v 16B-3;W- 0.026 . - _ 1.46 1.21391 393 573 ' 475µ _-• 86 ,, •86 126 105, C „ 1713-6al 0.105 5.91 3.96- 0 0 0 0 6 0 0 0 ,C 18B-21w 0.047 - 2.65 0.8-3 0 0 0 0 0 0 0 . 0 F 19A-30bsnp 0.034 0.00 0.00 _ 0 0 0 0_ _ 0 0 0 0 F. .. 19C-ObSW 6.368 - 9.37 023 346 346 473 78 .: ,. 0 . 0 0 0 F 19C-19cscp 0.049 0.96 0.16 00 0 0 0 0 0 0 21/k28t _ 0.022 6.00 ...0.00, 0_ 0 0 0 0 0 6 c)AED excursion 395 -57 Euvelopelose/gain 2978 2571 701 139 12 a) Infiltration 322 23 41 3 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 841 Subtotal(lines 6 to 13) 3300 2593 742 983 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 38 30 47 37 14 Subtotal 3338 2623 789 1019 15 Duct loads 57% 37% 1908 975 57% 37% 451 379 Total room load 5246 3599 1240 1398 Afrrequired(dm) 1 1 204 174 1 1 48 68 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. d "^^'°^'�^•'^.'P�.�� F2igM Suite®Urriversa12021 21.0.02 RSU25831 2021-Mar-01 14-.42:24 6 98 Pjctmond Ave180_Ryder_Farm_Lane_Updated 1.rup Calc=MJ8 Front Door faces:SW Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 New York Building Technology Group By: Tom Baccareila 159 Rt25A Brildirg 1 Srite B,Miller Plaoe,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name Powder Master Bed 2 Exposed vuall 0 ft 35.5 ft 3 Room height 9.0 ft heatIcool 9.0 ft heaV000l 4 Room dimensions 6.8 x 5.3 ft 1.0 x 361.7 ft 5 Room area 35.4 T 361.7 W Ty Construction U-value Or HTM Area 011) Load Area (ft) Load number (Btuha2--°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw 0.065 ne" ' ' 3.66 . 0.78., 0..... ,m..__.0 0 ,,,.. _;,, 0 142,.✓. .._.108 3 .. 84 NYBTG Default .. 0.300 ne" 16.89 21.32 0 0 0 ' 0 34" " 0 578 :' 729 NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 .0 0 0 0 . _.11J0____ .-..___-----_ _.0.600_ne.- _--33.78__13.92 _000_ ____0_- 0- ._...__,0 _ 0 . 0 III Vel 15811-0iro•6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 __G. . NYBTG Default_, ._. 0.300 ne _0.00 0.00....___.__.0 . -. ._ w.0..___ 0.. _ 0.._._..._-._0 0 0 0 y/ 12F-0-sw. 0.065 se 3.66 0.78 0 0 6 0 178 "µ 154- "- 565 120 t G NYBTG 0.30,0 .,se_ .. X16.89 26,59 ._°_. .0 _ 0 w --- .0.. M'._ ._u0.. . 23 _e'-,-,0 -.,-,,,395._ ..:...622 VI/ 15B114Owo-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 �-G NYBTG Default 0.300 se 0.00 0.00 0 00 0 0 0 0 0 12FwOs0.065 sw, 3.66 0.78 " 0 0. . ..._ 0 0 0. "----- .�_0 0 ._..._ U NYBTG Default 0.300 sw ' 16.89 26.59 0 0 0 0 0 0 . • ..0 0 NYBTG Default 0.300' sw 16.89 26.59 0 0 0 0 0 0, 0 0 0.600 sw ---33.78 13.92_ _ ..0 ..__..__O.M,_----0...__. -0_..._.-_._.0,___..._-..m0_ .„.,._0. __.-..__0' 15B11-0=-6_ 0.099" sw 0.00 0.000.____. 0 0 0 0 0 0 0 y! 12f-& 0.065 nw 3.66 0.78 0 0 0 6 0 _._.0 ;...0 _-..0 '., ,C..NYBT,Gpefault. -.. 0.300..nw_...,«:_16.89 ._.21.32,.,....:... 0, -0, ._ 0. .._0 ._._. :0 ;.. ..0 :.0 .. ._.. 0 W w15B114Owo-6 0.099 nw _ 0.00 0.00 0 0 0 0 0 0 0 0 P-_ __.0.097 -0 C 16B-30ad 0.032 0.00 0.00 _y 0- 0 0 0 0 0 0 0 C r 16&38ad _ ._0.026 W _---1.40=121- 35 35- _-. 52_ _� 43-�362_;'_-.__ - ,529. -439, C_ _ 17B-hal_ 0.105 5.91e-_- 3.96 0 0 0 0 _ 0 _ 0 _-0 - _0" 2.6$..__.0.83-_..__._ 0_-,--- -_0-_0...__ _._._.-0 .-._____0_r. _._0 F _ 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F . -._...19C ObswP.. 0.368 1:37 . .023 ,Y...._ __0 _.........0....: " 0 0 0:. ., 0 0. ..... 0 F_ 19G19csCP" _ 0:049 0.96 0.16„ w 0 0 0 0 0 0 0 0 .F_. ..M... 21A-28t :. ._. 0.022 _.=. ._ --0.00 ...._0.00_ . _--,-0 -,---0 .0 _.... 0 0 'w _-0 W 0.. :,. 0 ___.-R.. 6 c)AED exarsion -2 -126 Envelopeloss(gain 52 41 2461 1868 12 a) Infiltration 0 0 531 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 1400 Subtotal(lines 6 to 13) 52 41 2992 3306 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -02 41 33 26 14 Subtotal 0 0 3024 3331 15 Ductloads 57% 37% 0 0 57% 37% 1729 1239 Total room load 0 0 4753 4570 Air required(dm) 0 0 1 1851 221 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -- tdrYia�au�9C® 2021-Mar-01 14:4224 Right-Sute@Unversal 202121.0.02RSU25831 Pagel 98 Ridmond Ave180-Ryder-Farm-Lane_Updatedl.np Calc=MJB Front floor faces:SW wilightselt Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 State B,Miller Place,NY11764 Phone:631.495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Master Bath Recreation room 2 E)posed wall 26.5 It 91.3 It 3 Room height 9.0 It heattcool 7.8 It heaUcool 4 Room dimensions 15.5 x 11.0 It 1.0 x 613.1 It 5 Room area 170.5 ft2 613.1 f Ty Construction U-value Or HTM Area (its) Load Area (ftz) Load number (Btuh/ft--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NAS Heat Cool Gross N/P/S Heat Cool 6 12FOsw 0.065 ne 3.66' 0.78 0 0 0 _ 0 243 226 827 176 NYBTG Default 0.300 ne 16.89 21.32 0 0 0 01 0 0 0 0 NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 11J0 0.600 ne 33.78 13.92. .0. 0 0 : ._ _. 0 17 17,'; 566 233, 11 W 15B11-0wo-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 I� NYBTG Default ,,, _ 0.300 ne 0.00 0.000 „ ._ - 0 0 0 0 0 0 0 yt 12F-0sw' 0.065 se 3.66 0.78 _ 99 87 319 "" 68 96 , 66 241 51 �,-C.NYBTG Default 0.300 .so, 16.89 26.59 12. _. 0. '198_ 311 30 0 507. 79$ V+/ 15811-0v o-6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 �-G NYBTG Default 0.300 se 0.00 0.00 0 0 0 0 0 0 L0 0 12f: sw "" 0.065 sw 3.66 0.78 T 6 0 0 ..0- `---342 342 . 1252 267 NYBTG Default 0.300 sw 16.89 26.59 0 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0• 0' 0 0 0 0 0 11J0, _. 0:600 sw 33.78 13.92._ 0 0-."1 0 -. 0 Q 0 0 _ 0 W 15B11-0wo-6 0.099 sw 0.00 0.00 0 0 0 0 0 0 0 0 w 12F Osw, 0.065 i&' - m T 3.66 0.78 . 0 0- 0 - .0 230 '230 842 179 t--G NYBTG Default .., _ . 0.300 nw _ ..16.89 21.32 .... _ . 0 0 0 0 _ _ _0 . 0. 0 0 W 15B11-0wo-6 0.099 nw 0.00 0.00 00 0 0 0 0 0 0 P 12C-0sw 0.0$1 _....5.12.. ,_0.76 1.40 .. . .140 715 105.-- .. 0 -0 "0 0 C 16B-30ad 0.032 0.00 0.00 0 0 0 0 _ 0 0 0 0 C 166-38ad 0.026 - '"t46 121 . 171 171 . 250 - 207" '0 _0. 0 0 C 17B-6al 0.105 - _ 5.91 3.96 0 0 0 0 94 94 553 370 C 18B 21w 0.047 . 265 0.83 0 0 �0 _ 0 764 794 _ _2100, 660 F 19A-30bswp_ 0.034 - 0.00 0.000 0 0 0 0 0 0 0 F 19C-0bsV __ _. 0.368 - 1,37 023 ' A -0 0 0, 0 0 0 0 F 19C-19cscp 0.049 _ - 0.960.16 0 0 0 0 613 613 586 97 F ..-. 21128 0.022 .- 0.00 0.06 0 : 0'- 0, 0 0 0 0 A 6 c)AED excursion 11 -143 Envelope loss(gain 1481 702 7473 2689 12 a) Infiltration 165 12 1513 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 0 2000 Subtotal(lines 6 to 13) 1646 714 8986 4795 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 15 12 0 0 14 Subtotal 1661 726 8986 4795 15 Duct loads 57% 37% 949 270 9% 3% 820 131 Total room load 2610 995 9806 4926 Air required(dm) 101 48 3811 238 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2021-Mar-0114:42:24 Aft "�" " ""T°�'*�TM Right-Sute®Uriversa12021 21.0.02 RSU25831 Page 8 98M mondAve180_Ryder Farm_Lane_Updatedl.rtip Calc=MJ8 Front Door faces:SW Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Scite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.com 1 Room name Stairwell Hall 2 Exposed wall 20.8 ft 0 ft 3 Room height 14.4 It heaUcool 9.0 it heat(000l 4 Room dimensions 13.3 x 7.5 ft 1.0 x 79.3 ft 5 Room area 99A T 79.3 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuhll8-°F) (Btuh/1P) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw 0065 ne" 366 .. .0.78..... ... 192 192 703 . 150 0 0 0 0 NYBTG Default 0.300 ne 16.89 21.32 0 0 0 0 0 0 0 0 NYBTG Default`'.• 0,300 no 16.89 21.32 0 0 0 0 0 0 0 0 11J0..' ",.. . 0.600 no, 33.78 13.92 .0 . . .„ .10 .0 0' 0 01 0 0 11 W 15B11-0wo-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 I-G NYBTG Default 0.300 ne 0.00, 0.00 0 0 0 0 0 0 0 0 t12F 12F-Ow 0.065 se 3.56 0.78 67 67 247 53 0 0 0 0 --G NYHT•G Default,, , •- 0300 se 16.89 26.59 - 0 0 0 0 0 0 ., 0 _ 0 V►/ 15611-0vro•6 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 �-( NYBTG Default 0.300 se 0.00 0.00 _ 0 0 0 0 0 0 0 0 12F-0sw 0.065 svv W 366 0.78 0 0 0 " 0 0 0 0 0 NY13TGDefault' 0.300 sw 16.89 26.59 0 0 0 0 0 0 - 0 0 NYBTG Default 0.300 sw 16.89 26.59 0 0 . 0 10 0 0 0 0 11J0 0,600 sw_.._ 33.78 _ 13,92-, -- _ 0 -- -0 -- -- 0 .. . . 0 0 0 _ - ._W 0 .0 W 15B11-0wo-6 0.099 sw 0.00 0.00 00 0 0 0 0 0 0 Vtl 12F Osw 0.065 nw 3,66 0.78 0 0 ` 0 0 0 0 0 0 �--(' NYBTG Default _. _ 0300 nw _ .16.89 . 21.32 _. ... " .0 _ . 0 0 0" -0 .. . 0 0 -",0 W15811-0wo-6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 P ... ."12C 0sw ... Q.091 . - . ,.....5,12 . . :0.76 .0 - '0- 0.,.. .. . :0 0 0 0 0 C 1613-30ad 0.032 - 0.00 0.00 0 0 0 0 0 • _ 0 0 0 C, 16B38ad. 0,026 , 1.,46. .. .121 0 0 0, . 0 79 - 79, ,, _ 116 96 C 1713-6al 0.105 5.91, 3.96 117 117 692 _ 463-,, 0 0 0 0 C_ _ 188 21w_. _ _ ..0.047..- 2.65 0.83 - 1 - 1 3 1 U 0 '0 0 F 19A 30bM 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F t9C ObsM�. 0.368 "1.37 023 ; 0 - 0. 17 0 . 0 0 0 0. F_ 19C-19cscp 0.049 0.960.16 99 _ 99 95 _ 1.6 0_ 0 0 0 F 21A-28t ... 0.022 - 0.00 ._• 0.00 0 -0 0 0 0 - 0' 0 A 6 c)AED excursion -39 -5 Envelopeloss(gain 1740 644 116 91 12 a) Infiltration 431 30 0 0 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants@ 230 00 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2171 674 116 91 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 -116 -91 14 Subtotal 2171 674 0 0 15 Dudloads 9% 3% 198 18 57% 37% 0 0 Total room load 2369 692 1 1 0 0 Airrequired(dm) 92 33 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. R 2021-Mar-0114:42:24 Rigtt-Suite@Universal 2021 21.0.02 RSU25831 Page 9 98 9clvnord Ave180_Ryder_Farm_Lane_Updatedl.rLp Calc=MJ8 Frord Door faces:SW TF Right-J®Worksheet Job: 2600 Main Date: Jan 05,2021 By: Tom Baccarella New York Building Technology Group 159 Rt25A Brilding 1 Srite B,Miller Place,WI 1764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYSTG.com 1 Room name Living WIC 2 Exposed wall 19.3 ft 8.0 ft 3 Room height 10.0 ft heat/cool 9.0 ft heaVcool 4 Room dimensions 19.3 x 22.3 ft 11.5 x 8.0 ft 5 Room area 428.3 ft' 92.0 fe Ty Construction U-value Or HTM Area (T) Load Area (ft2) Load number (Btuh/IC=-°F) (BtuhllF) or perimeter (ft) (13tuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6W12F0sw., �_ �e, 0.065 ne�' ' .3.66 '- 018 " 1e3 _ ... `-909."" 397 - •...85 70..,,,�r�, b -G NYBTG Defaulf 0.300 ne 16.89 21.32 0 0 0 " 0 0 0 0 0 �C NYBTG Default 0.300 ne 16.89. 21.32 84, 0 1419 1791 0 0 0 0 0.600_ne_.-..-33.Z8 ..._13.92 _.�0 _•-- _..-0_----.__-.0._,_._.._..0 _.0,;--- -0 _0. .___..-_01 11 Vr 15611-0w-6 0.099 ne 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default _• 0.300, ne•__ 0.00 0_00 0 0"----, 0 0 0 0 0 _ 0 Vl! 12FOsiv 0.065 se 3.66 0.78 0' 0 µ 6-7 0 NYB_T_GDefau)t--.-,- --,-0.300 .sQ_ -, j 6.89 -_26.59 .0._..._ _._0,_,_ . ...._0 _0, _.___0 0 - 0_-- ,._-a,0 15611-OwA 0.099 se 0.00 0.00 0 0 0 0 0 0 0 0 t-G NYBTG Default0.300 se 0.00 0.00 0 0 0 0 0 0 0 0 12F 0.0 Osw 65 sw ,.3.66 . 0.78 .. 0. • 0,. , 0 ". .^p,..,._.�. ..- 0 NYBTG Default 0.300 'sw 16.89 26.59 0. 0 0 0 0 0 0 0 NYBTG Default 0.300 sw 16.89 26.59 .0 0 0 - 0 0 0' 0 0 _ . 11 W 15611-Owo-6 0.099 sw 0w00 0.00 0 _0 _ 0 0 0 0 0 0 VV��J1 � 12FOsw 0.065-ir ", 3.66 0.78 0 0 _ 0_ e_.._0 __. 0 _ .._.O _._.0- _ _.-..4 '-G,;NYBT_G D,eFauft M._ ._ 0.300,.Ow. .u_:16,89. ._'21,32 ,,,-m_ _ Q 0... :._ ¢,.: 0. 0 ,.,r ...- 0 µ.0 0 W 151311-0w-6 0.099 nw 0.00 0.00 0 0 0 0 0 0 0 0 P-__ _.92C Osin__. .__;'__ _0.091.._ 5.12 _.._0:76 _ ._.,_ 0_ _' _0. -- _0 -•. _ 0_._. 0_._w .W Q. _ Q. _ _0 C 1613-30ad M 0.032 0.00 0.00 0 0 0 0 _ 0 0 0 0 16836ad __ --_ _ _--0.026 _ 946 121.==,f28= 428_-_.__827 " 520 92 _ 92_ �- 135 -112 C1713-6al _ 0.105 5.91- 3.96 0 _0 0 00 0 0 0 0.047 ..--2.65.-0.83 .0--_,O. ._A _. _ .0 ' :...0 e p .. . Q 0 F 19A-3Obswp- - 0.034 0.00: 0.00 _ 0 0 F... ,.. 19C0 _ .._._._. _...... . 0.368. n_ .,,x;1.37 023, _ 367 ., -=367 `,` 501 m. Y,.. 83. O,V.. .....w.0 0 0 F 19C-19 0.049 0.96 6.16 0 0 0 0 0 0 0 0 F. .,.: 21A28t- _�?. °_ 0.022. 0.00. ,_x.0.00 0 _ W.0 W_, ._'__,0.._. 0 0.._ _ 0.. _...-_.0. ..0. 6 c)AED excursion -113 -10 Envelope losstgain 2944 2365 398 158 12 a) Infiltration 320 22 120 8 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 0 0 Appliancesrother 1400 0 Subtotal(lines 6 to 13) 3264 4708 518 167 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3264 4708 518 167 15 Dud loads 57% 37% 1866 1751 57% 37% 296 62 Total room load 5129 6458 814 229 Air required(dm) 1 1199 3121 1 32 11 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r? �s � ""w"'"-'" ""'•�' Right-Sute®Uriversal 2021 21.0.02 RSU25831 2021-Mar-01 14:42:24Page 10 98McftondAvel80_Ryder_Farm_Lane_Updatedl.rup Calc=MJ8 Front Door faces:SW ' N First Floor Bed 3 Kitchen Master Bed 156 cfm 156 ci n 93 cfrn IM 93 c1m 111 cin 111 151 cfm 151 c Living 7„ 7„ „ 6„ 2 cfm 318cfm 56 3 Y> x10 cfm WIC Bath 3 855 Hall ZC Foyer/Dining mde Bath 2 284 ct n 204 cfm 6" { }}__ Master Bath 68cfn $>t l 101c Laundry i - c Bed 2 112 cfin 112 cfm ; Siser Stairs Riser r 12 Garage Job#:2600 New York Building Technology Croup Scale: 1 : 117 Performed by Tom Baccarella for: Page 1 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place,NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Mar-01 14:42:39 Phone:(631)244-6911 www.NYBTG.com Tom@nybtg.com 180_Ryder_Farm_Lane_Updated1.rup Jon@jgrahocontracting.com ' N Basement Ductless WaIIAHU Bsmt Bath Finished Basement Ductless WaIIAHU Job#:2600 New York Building Technology Group Scale: 1 : 117 Performed by Tom Baccarella for: Page 2 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place,NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-4950289 2021-Mar-01 14:42:39 Phone:(631)244-0911 www.NYBTG.com Tom@nybtg.com \80_Ryder Farm_Lane_Updatedl.rup Jon@jgranocontracting.com ' N Bonus Room 9 c Sup Riser 8X10 Stairwell RetRiser 12" 2^ 73 cfm 95 cfm 95 ch Recreation room 95 cfrn Job#:2600 New York Building Technology Group Scale: 1 : 117 Performed by Tom Baccarella for: Page 3 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place,NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Mar-01 14:42:39 Phone:(631)244-6911 wm..NYBTG.com Tom@nybi.com180_Ryder Farm_Lane_Updated1.rup Jon@jgmnocontractmg.com #t Duct System Summary Job: 2600 t�"M1 ®� Data: Jan 05,2021 Basement By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Siite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Heating Cooling External static pressure 0.20 in H2O 0.20 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/return available pressure 0.100/0.100 in H2O 0.100/0.100 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual airflow 600 cfm 600 cIrn Total effective length(TEL) 0 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Firished Basemert C 6023 600 600 0 0 Ox 0 VIFx 0 0 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (ch) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 ShMt rFg}Wgp 2021-Mar-01 14:4226 Right-Sote®Uriversal 2021 21.0.02 RSU25831 Pagel 98MctmondAve\80_Ryder_Farm_Lane_Updatedl.rLp Calc=MJB Frort Door faces:SW S f,a Duct System Summa Job: 2600 r°1 g 5. Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Suite B,Miller Place,MY11764 Phone:631495-0289 Email:Tom@Wbtg.com Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)2446911 Email:Jon@jgranocontracting.com Heating Cooling Extemal static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.38 in H2O 0.38 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.215/0.105 in H2O 0.215/0.105 in H2O Lowest friction rate 0.052 in/100ft 0.052 in/100ft Actual airflow 1867 cfm 1867 cfm Total effective length(TEL) 618 ft pply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cum) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath2 h 1552 60 . 38 0.133 6.0 Oxo VIFx 36.9 125.0 st2 Bath 3 h 1450 56 33 0.157 6.0 Ox 0 VI Fx 32.3 105.0 st2 Bed 2 h 2877 112 108 0.133 6.0 Ox 0 VI Fx 47.0 115.0 st2 Bed 2-A h 2877 112 108 0.126 6.0 Ox 0 VI Fx 41.3 130.0 st2 Bed 3 h 2402 93 86 0.130 6.0 Ox 0 VI Fx 41.0 125.0 st2 Bed 3-A h 2402 93 86 0.123 6.0 Ox 0 M Fx 35.3 140.0 st2 FoyerOini g h 5246 204 174 0.133 8.0 Ox 0 VI Fx 22.0 140.0 st2 Kitchen c 3114 49 151 0.084 7.0 Oxo VIFx 25.8 230.0 st6 Kitchen-A c 3114 49 151 0.112 7.0 Oxo VIFx 17.8 175.0 st4 Laundry c 1398 48 68 0.110 6.0 Ox VIFx 20.5 175.0 st4 Living c 3229 100 156 0.127 7.0 Oxo VIFx 28.8 140.0 st2 Living-A c 3229 100 156 0.136 7.0 Oxo VIFx 17.8 140.0 st2 Master Bath h 2610 101 48 0.074 6.0 Oxo VIFx 30.0 260.0 st6 MasterBed-A c 2285 92 111 0.083 6.0 Oxo VIFx 33.5 225.0 st6 Master Bed-B c 2285 92 111 0.053 6.0 Ox 0 VI Fx 43.0 365.0 st6 Recreation room h 2451 95 60 0.064 6.0 Ox 0 VIFx 63.3 275.0 st7 RecreationroorrFA h 2451 95 60 0.052 6.0 Oxo VIFx 74.5 340.0 st7 Recreation room-B h 2451 95 60 0.063 6.0 Oxo VIFx 63.8 275.0 st7 Recreation room-c h 2451 95 60 0.052 6.0 Oxo VIFx 75.0 340.0 st7 Stairwell h 2369 92 33 0.055 6.0 Oxo \11 Fx 39.3 355.0 SO WIC h 814 32 11 0.068 6.0 Ox 0 VI Fx 24.0 290.0 st6 - - Wrightsoft- 2021-Mar-0114:42 6 669U.Asi_^m>' [ka�+�y Right-StitAWriversal2021 21.0.02 RSU25831 Page 2 lift 98RidmondAve180_Ryder Farm Lane_Updated1.np Calc=MJ8 Front Door faces:SW Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (ch) FR (fpm) (in) (in) Material Trunk st7 PeakAVF 381 238 0.052 685 11.0 10 x 8 ShtMetl st4 st6 PeakAVF 459 464 0.053 669 11.8 10 x 10 ShtMetl st4 st4 PeakAVF 937 921 0.052 675 15.3 10 x 20 ShtMetl st2 PeakAVF 929 946 0.123 677 16.0 0 x 0 ShtMetl Return I Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb6 Ox 0 473 272 202.8 0.052 602 12.0 Ox 0 VI Fx rt1 rb1 Oxo 550 855 133.3 0.079 613 16.0 Ox 0 MFx rt1 rb3 Ox 0 318 280 147.3 0.071 719 9.0 Ox 0 VI Fx rt1 rb4 Ox 0 243 205 118.0 0.089 696 8.0 Ox 0 M Fx rt2 rb5 Ox 0 284 254 190.9 0.055 642 9.0 Ox 0 VIFx r2 Detail,Return Trunk • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Mal) (cfrn) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1340 1407 0.052 645 20.0 0 x 0 ShtMetl rt2 PeakAVF 527 459 0.055 670 12.0 0 x 0 ShtMetl - -wrIgI"—,%ofV 2021-Mar-01 14:42:26 Right-SUte®Urrversal 2021 21.0.02 RSU25831 Page 3 98McmondAve180_Ryder Farrq_Lane_Updatedl.nQ Calc=MJ8 FrordDoor faces:SW F • HVAC Design Calculation 'in accordance'with AC CA Manual J,D,& S Manual J_ Eighth ,Edjtion-V:2 For 80 Ryder.Farm Lane- Orlent.Point,.-N'Y J._Grano-Contracting 850.Lincoln.Avenue. Bohemia=NY 1 171.6. (631) 244-69.1.1 RI pafed`;iy:_ ioirnas;garcarei(a'7n-ac€odicetiviAA,f�lanal;. $ ''yedikiar ;V2, %gnature . /�_ bAd. 01/08/2021 Disclaimer New York Buildin-g.Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other itemsappearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc..shall not be.liable for any damages, losses, expenses or other liabilities whatsoever.arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any.failure of-performance. error,,omission, interruption,.defect, suspension,.delay_;in_ :. .... operations. in the use or. interpretatiorrof.this.document, whether.or not.New York Building Technology Group Inc. has. beeir advised.of the possibility of,such..damages .' losses, expenses or liabilities. New York Building Technology Group.Inc: makes.no warranty, statement or.representaton-.with the use of-this document or with respect', to the accuracy, completeness,or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631495-0289 Fax:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 Manual'S Compliance Report Job: 2600 +,wrightsofr Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 R1:25A Brildirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.N BTG.00m Project • • For. 80 Ryder Farm Lane-Orient Point,NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracdng.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 5424 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 1521 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F- Total gain: 6945 Btuh IndoorRH: 50% Estimatedairflow. 600 eft Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Daikin Model: .2MXL18QMVJU+CTXS07LVJU (X2) Actual airflow: 600 chn Sensible capacity. 12600 Btuh 232%of load. Latent capacity; 5400 Btuh' 3551/6of load: Total capacity: 18000 Btuh 259%.of load .SHR: : 70% Heating EquiPment Design Conditions Outdoor design DB: 15.7°F Heat loss:. .1841 Btuh Entering coil DB: 71.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Daildn Model: 2MXL18QMVJU+CTXS07LVJU 2 Head Ductless Multisplit Actual airflow: 600 cfin Output capacity: 18900 Btuh 241%of load Capacity balance: .0.9 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements ofACCA Manual S. 2021,1an-0812:17.45 .w! RigFtSUL-OUriversal2021 21.0.02 RSU25831 Page 1 KFLOW180 Ryder Farm Lane\80_Ryder Farm_Lane.np Calc=W8 Frort Door faces:SW - - Jam: zsoo'Re ort wri #soft Manual S Com liance Date: Jan 05,2021 Main u By. Tom Baccarella New York Building Technology-Group _. 159 Rt25A Brildirg 1 Seita B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:www.NYBTG com Project • • For. 80 Ryder Farm Lane.-Orient Point,NY J.-Grano:Contracting 850 LincoinAvenue-,Bohemia,NY 117-16 Phone:(631)2446911 Email:Jon@jgranocontracting.com . Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 33394Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.7°F Latentgain: 6678 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 40073 . .Btuh Indoor RH: 50% Estimated airflow:' .1550. dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1448AJ1NA+RH1T482:1STANJA Actual airflow: 1550 cfm Sensible capacity. 41824 Btuh 125%of load Latent capacity: 5037 Btuh 75%of load.. Total capacity: 46861 Btuh. 117%of load- -SHR- '-89% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 44778 . Btuh Entering coil DB: 67.6°F Indoordesign DB: 72:0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer NAVIEN,INC.- Model: NCB=240E Actual airflow: 1550 cfm Output capacity: 48000 Btuh 107%of load Meets all requirements ofACCA Manual S. 2021-Jan-0812:17:45 .. RigaSeta®Uriversal 2021 21.0.02 RSU25831 Page 2 KFLOW180 Ryder Farm Lare180_Ryder Farm_Lane.np Calc=MJ8 Frort Door faces:SW C Load Short Form Job: 2600 wriotse#' ,;gate: Jan 05,2021 Basement By. Tom Baccarella a _ r New York Building Technology Group _ 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289Email:Tom@rybtg.com Web:wi w.NYBTG.00m Project I • • For. 80 Ryder Farm Lane_Orient Point,NY,J.Grano Contracting 850 LincolnAvenue,Bohemia,NY 11716 Phone:(631)244-6911 - Email:Jon@jgranomntractng.com- Design Information Htg Clg Infiltration Outside db.(°F) 16 84'' Method Simplified Inside db(°F.) 72 75: Construction quality Tight Design TD(°F). 56 9 Fireplaces 1'(Average) Daily range - L Inside humidity(%) 30 50 . Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Daildn Make.-. Daikin Trade DAIKIN Trade: DAIKIN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Effidency 925 HSPF Efficiency 15.5 EER,11.4 SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 OF Total'cooling 18000 Btuh . Actual airflow 600 cfim Actual airflow 600 cfm Airflow factor 0.077 drn/Btuh Airfiowfactor . 0.111 chn/Btuh Static pressure 0.20 .in H2O Static pressure 020 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=1 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (clml) (crm) Bsmt Bath 56 0 0 0 0 Finished Basement 960 . 7841 5424 600 600 Basement d 1016 7841 5424 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 4844 Latent cooling 1521 TOTALS 1016 7841 6364 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-Jan-0812:17:45 .wwwr,ig Right-Suite@Uriversal 2021 21.0.02 RSU25831 Pagel ...KFLOW\80 Ryder Farm Lane180_Ryder_Farm_Lane.rup Calc=MJ8 FrortDoor faces:SW Load Short Form Job: 2600 �'� f ," Date: Jan 05,2021 Main By. Torn Baccarella New York Building Technology Group 159 R1:25A Btildirg 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For. 80 Ryder Farm Lane-Orient Point,NY,J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Design, • • Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50, Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM . Model NCB-240E Cond RA1448AJlNA AHRI ref 8580772 Coil RH 1 T4821 STANJA AHRI ref 7492558 Efficiency 95AFUE - ;_ Efficiency 12.5 EER,15 SEER Heating input 48000 Btuh Sensible cooling 32550 Btuh Heating output 48000 Btuh Latentcooling 13950 Btuh Temperature.rise 28 OF Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 cf n Air flow factor 0.040 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure. 0.70 in H2O Space thermostat Load sensible heat ratio '0.83 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (crm) Bed 2 252 5353 4161 215 199. Bath 2 83 1445 642 58 31 Bath.3 80 1412 634' 57 30 Bed 3 198 3609 - 2864 145 137 Living 491 5977 4764 240 228 Kitchen 244 3614 7008 145 336 Foyer/Dining 298 6481 5034 260 241 Laundry 105 3367 1991 135 95 Hall 76 0 0 0 0 Powder 42 146 94 6 4 Master Bed 282 4245 4175 171 200 WIC 62 704 166 28 8 Master Bath 129 2236 840 90 40 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlghtSOW 2021-Jan-0812:17:45 .—Z Rigk-Srite®Uriversal 2021 21.0.02 RSU25831 Page 2 Ryder Farm Lane180 ...KFLOW180 _Ryder_Farm_Lanenp Calc=MJ8 Frort Door faces:SW Main _ _ d 2341 38589 . 32372 1550 „ _ 1550 Other equip{loads r 6190 . 1022 Equip.@ 0.89 RSM 29821 Latent cooling - 6678 - r° TOTALS 2341 44778--) 36500 1550 1550 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2021-Ja"812:17:45 Rigtt-SUte®Uriversal202121.0.02 RSU25831 Page 3 ...KFLOW180Ryder Farm LarLM8 Ryder_Farm_Lane.np Calc=MJ8 Frort Door faoes:SW Project Summary Job: 2600 wrightsoft" • 7 Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 M25A Building 1$Ute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nrybtg.com Web:wmNYBTG.com Project Information For. 80 Ryder Farm Lane-Orient Point,NY,J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:JonQgranocontracting.com Notes: Design Information Weather. . Brookhaven,NY,US Winter Design Conditions. Summer Design Conditions Outside db 16 OF . Outside db 84 OF. Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Deily range L Relative humidity 50. Moisture difference 32 grflb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6788 Btuh . Structure 5180 Btuh Duds 1053 Btuh Ducts 244 Btuh Central vent(0 cfm). 0 _Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh '-Blower 0 Btuh Piping 0 Btuh Equipment load 7841 Btuh Use manufacturers data n Rate/swing.multiplier 0.89 Infiltration Equipment$bnsible load 4844 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1190 Btuh Ducts 331 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(fF) 1016 1016 Equipment latent load 1521 Btuh Volume(T) 1889 1889 Airchanges/hour 0.33 0.13 Equipment Total Load(Sen+Lat) 6364 Bhih Equiv.AVF(cfm) 11 4 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Daikin Make Daikin Trade DAIIaN Trade DAIIaN Model 2MXL18QMVJU Cond 2MXL18QMVJU AHRI ref 205663365 Coil CTXS07LVJU (X2) AHRI ref 205663365 Efficiency 9.25 HSPF Efficiency 15.5 EER,11 A SEER Heating input Sensible cooling 12600 Btuh Heating output 18900 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 29 OF Total cooling . 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.077 cf TdBtuh Air flow factor 0.111 dm/Btuh Static pressure 0.20 in H2O Static pressure 0.20 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=1 OF Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Right-Wte®Uriversal 2021 21.0.02 RSU25831 2021-JanI KFLOW180 Ryder Farm Lane180_Ryder Farrn_Lane.np Calc=MJ8 Front Door faces:SW Project Summa Job: 2600 ' 114�IYgtt�f t, Summary Date:,,.Jan 052M r Main— By. Tom Badcarella • New York Building Technology Group 159 M 25A BUldi g 1 SLits B,Miller Place,W11764 Phone:631495-0289 Email:Tom@iybq.com Web:www.N BTG.com Project • • For. 80 Ryder Farm Lane-Orient Point,NY J.Grano:Contracfing 850 LincolnAvenue,Bohemia;NY 11716 Phone:(631 244-6911 Email:Jon@@jgranocontracting.com Notes: Design Information Weather Brookhaven,NY-;US Winter Design Conditions : Summer Design Conditions Outside db. 16 OF outside.db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56' °F Design TD 9 OF Daily range L ,Relative humidity 50 % Moisture difference, 32 gr/Ib . Heating Summary Sensible Cooling Equipment Load Sizing Structure 24658 Btuh St acture. 24464. Btuh Ducts 13931 _Btuh Ducts 7908 Btuh Central vent(100 cfm) �6190 Btuh Central vent(10.0 cfm) 1022 .Btuh- Outside air -Outside air Humidification 0 Btuh Blower. .0 -Btuh-'-' Piping 0 Btuh Equipmenfiload .44778 Btuh _ . Use manufacturers data n Ra*swin :fnultipplier 0.89- Infiltration Equipmensensible load 29821 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality. Tight. Fireplaces 1 (Average) Structure 3575,. Btuh Duets 920. Btuh Central Vent(100 cin) . 2183 Btuh Heating Cooling Outside.air Area(fF) 2341 2341 Equipment latentload 6678 Btuh Volume(its) 23084 23084 AirchangesJhour 0.17 0.06 Equipment Total Load(Sen+Lat) 36500 Btuh Equiv AVF(cin) 64 25 Req.total capacity-6t 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1448AJ1 NA AHRI'ref 8580772 Coil .RHlT4821STANJA AHRI ref 7492558 Efficiency95AFUE Efficiency 12.5 EER,15 SEER Heating input' 48000 Btuh Sensible cooling 32550 Btuh Heating output 48000 Btuh Latentcooling' 13950 Btuh Temperature rise 28 OF Total cooling 46500 Btuh Actual airflow.. 1550 cin Actual airflow 1550 cin Airflowfactor 0.040 dm/Btuh Airflowfactor 0.048 cinBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - =F9h so!!' 2021-Jart0812:17:46 ---�� Riglt-SUte@Uriversal202l21.0.02RSU25831 KFLOW180Ryder Farm Lare\80_Ryder Farm_Lane.nrp Calc=MJ8 Frort Door faces:SW Paget AED Assessment Job: 2600 wrig tsofC ti .. Date: Jan 05,2021 Basement By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:lwwvNYBTG.com Project • • For: 80 Ryder Farm Lane_Orient Point,.NY J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)244-6911 Email:Jon@jgranocontracting.com Design Conditions Location: Indoor. Heating Cooling_ Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50. Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 ) Infiltration: ( Daily range(°F) - 15 L Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adeqposure Diversity Hourly Glazing Load 1,80 1.60 1,40,: 1,200-- 1.60D- 800-- 600-- 40D- ,201.0086040 20 0 8 9 '10 11 12 13 14 1s 16 17 18 19 20 Hart of Day Aw /Am6rtd Maximum hourly glazing load exceeds average by 38.0%. Zone does not have adequate exposure diversity(AED), based on AED limit of 300/0. AED excursion: 101 Btuh (PFG -1.3*AFG) 2021-Ja812:17:46 .fir rr0 RightSUWDUrrversal 2021 21.0.02 RSU25831 Page 1 ...KFLOW"W Ryder Farm Lane180_Ryder_Farm_Lanenp Calc=MJ8 Frort Door faces:SW AED Assessment Job: 2600 wry ft Date: Jan 05,2021 Main t By. Tom Baccarella Y W New York Building Technology Group 159 R1:25A Buldirg 1 Srite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.cem Web:www.NYBTG.com Project • • For: 80 Ryder Farm Lane-Orient Point,NY J.Grano.Contracting 850 Lincoln Avenue,Bohemia,NY 11716 .Phone:(631)244691.1 Email:Jon@jgranocontracting.com Design Conditions Location: Indoor:, Heating Cooling Brookhaven,NY,US Indoortemperature.(aF) 72 75 Elevation: 82 ft Design TD(DF) 56 9' Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range('F)' - 115 ( L .) Wet bulb(aF) - 72 . Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 10,00 9,00 8,000-- 7.000-- 6,000- 5.000-- 4,000-- 3,000-- 2,000- 1.000-- 0 ,0007,006,005,0004,0003,000 2,001,0000 , 8 9 10 11 12 13 14' 15 16 17 18 19 20 Hand Da/ - /HnW /A,aq{e /AFD 6mA ' Maximum hourly glazing load exceeds average by 2301/6. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 2021-Jan-0812:17:46 RigYtSute®Universal 2021 21.0.02 RSU25831 Page 2 ...KFLOW180 Ryder Farm Lane180_Ryder Farm_Lane.np Calc=MJ8 Front Door faces:SW Right-M Worksheet Job: 2600 Basement - .. Date: Jan 05,2021 By. Tom Baccarella New York Building Technology Group l 159 Rt25A Building 1 Suite B,Miller Place,NY71764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.Com 1 Room name Basement Bsmt Bath 2 E1posed wall 145.5 ft 21.5"ft 3. 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By. TomBaccarella ` New York Building Technology Group 159 Rt25A Building 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@riybtg.com Web:www.NYBTG>eom 1 Room name Finished Basement 2 Exposedwall 124.0 ft 3 Room height .8.0 ft heaNcod. 4 Room dimensions 1.0 x 9598 ft 5 Room area 959.5 ft' Ty Construction U-value. 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Tom Baccarella New York Building Technology Group 159 Rt25A Buildirg 1 Suite B,Biller Place,W1 1764 PFnne:631-495-0289'Email:lom@rrybtg.com Web:www.NYBTG.com 1 Room name Bath 2 Bath 3 2 Exposed wall 11.3 ft 11.0 ft 3 Room height 9.0 ft heattcool 9.0 ft heail000l 4 Room dimensions 1.0 x 82.7 ft 1.0 z 79.7 ft 5 Room area 827 ft' 79.7 ft' Ty Construction U-ardlue Or HTM Area (112) Load Area (T) Load number (BhihlfF-°F�. (Btut or perimeter (ft) (Btuh) or perimeter (ft) h) Heat Cool Gross N/P/S Heat Cod Gross NIPS Heat Cool ;r .-. 4,v 6 - 065 �.66 :;0:78: ,'0 "::0 ;;27� 1' 2< `2, 99 F:psw! 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Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sate B,Miller Place,WI 1764 Phone:631495-0289 Email:Tom@nyblg.com Web:Wm.NYBTG.com 1 Room'name Bedg VHn 2 Exposed wall 26.3 8 21.8 It 3 Room height 9.0 ft. '- heat/cool 12.5 ft heat(cool 4 Room dimensions 1.0 x, 197.8' ft' 1.0 x 491.4 ft 5 Room area 197A 12 491.4 it= Ty Construction U-value Or HTM Area (ftz) Load Area (fF) Load number (Bhihfle-*q (Bh€hllF) or perimeter: (t0 (Btuh) or perimeter (ft) (Bhrh) Heat Cool Gross '. 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Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:*W..NYBTG.eom 1 Room name Pounder Master Bed 2 Exposed wall 0 8 30.8 ft 3 Room height 9.0 ft ' .heaUeool 9.0 ft heaUcool 4 Room dimensions 7.0 x 6.0ft 1.0 x 282.4 ft 5 Room area 42.0 ft' 2824 ftz Ty Construction U-value Or HTM Area (fF) Load Area (ft's Load number (BtuhAP-'F) (BWtM or perimeter -(ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S H64 Cod Gross N/P/S Heat I Cool 6 '1 ._.' .065 :ne-.�:•: 3.66 '4'0:78� �0' _ ��.�:2 ..2E-03W::., ,'�>�..,... .-.-.. .. .0- '0' �.0' �'126� .92 - - - 336 72 =N Defaul - Y ' :G t,�: �0.300' :9 6.89 '�;21��2 :'rte_: 'v:0' °0 < BiT 4�.`- <0'- "34� 0 :57829 .� 7 G fa' i�ai•.f:i:ui!.�,x e ::�` 50• 1 F .300: :`ries: - Y,-2 _ .a�.axn y✓ 15B11-0wc6 a0.099 ne 0.00 0.00 0 0' 0 „0 0 0 0 0 11 L-C NYBTG Defau@ 0.300 ne 0.00 0.00 0 0 0 0 0 0 0 0 2F-0sw'�z ;0:065 b'sa•�� '<`�; 1127.' �Na'f�T,.JZ fe_.�.y»..�:r�:�;;•.:�'� qq//kk//kk 6'89' _ �^ »;`=,.�_ "s',:. c�yk - ,w4'xit�+x Y?..'•tiu-. ._..�si�Y!+Y_?�`re�vY,.dY1:vSQ Se'se"'�.ii}3'YtQ c m�5�,:•�`.aY"'`3'_`,`.>Sia's=:=,.Q .A�S��YW e�Yl:«as. .�Q r.uu!...[.�.� :5:.:�T:�.iti:-V��-� t15B11-0wo6 0.099^se 0.00 0.00 0 0 d 0 0 0 0 0 0 . 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Y» .-..at�:.vd b:i'.iw.»��.u.^T.i..✓"-i'hvl 4.f i'"✓ H:X:: 6 c)AED excursion' -3 -153 EnWope loss/gain 61 _ 48 2199 1714 12 a) Infiltration 0 0 503 33 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpants @ 230 0 0 0 0 Applianoeslother 0 1400 .Subtotal(lines 6 to 13) 61 48 2702 3147 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 32 23 11 8 14 Subtotal 93 71 2713 3155 15 Duct loads 56% 32% 53 23 56% 32% 1532 1020 Total room load 146 94 4245 4175 Air required(dm) 6 4 171 200 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. 2021-Jan-08 112:117:46 Right-Suite@ Universal 2021 21.0.02 RSU25831 Page 8 KF.OW\80 Ryder Farm Lane180_Ryder Farm_Larenp Calc=MJ8 Front Door faoes:SW Right-M Worksheet Jab: 2600 _. Date: Jan 05,2021 Main-.:__. ,...,,.:�;"... By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 SUte B,Miller Place;NY11764'Phom:631-495-0289 Email:Tom@rrybtg.eom Web:www.NYBTG.com 1 Room name WIC Master Bath It 3' Room he 9 1 9.0 it 7.3 ft heat/cool 9.0 ft 22.8 ft heatfcool 4 Room dimensions 8.5 x 7.3 ft 123 x 10.5 It 5 Room area 61.6 f12, 128.6 W Ty Construction U-value Or HTM Area (fF) Load Area (1F) Load number (Btuhd2_*F) (BhihffF) or: perimeter (ft) (Binh). or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool i�'^r'VAYY''- 065 3:66" y. ,.Q :0 Q T. .L- YB GDe 1 • _..-,. N t 0 .300 _ne• 1 !".:. "%> ,2 1'2 "0 "•60 r3. ::0 :�0 k,0, �N` _ pj~:' `0 r td - V+/ 15811.Owc.6 r. 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Subtotal(lines6to13) 450 125 1429 635 Less eABmal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 125 1429, 635 15 Ducdloads 56% 32% 254 40 56% 32% 807 205 Total room load 704 166 1 1 2236 840 Air required(chm) 1 1 28 8 90 40 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-la"812:17:46 RightSute®Uriversal 2021 21.0.02 RSU25831 Page 9 l(FLOW180Ryder Farm Lan8180_Ryder Farm LanenQ Calc=MJ8 Front Door faces:SW N . First Floor, 168dm . Bed 3Master Master Bed . . Mchen 145dm 12DOn 120dm 7. 100dm 100d _ uVing 168dm - 6. dm e• 8• - 8. 8, Bath 3 �• 18• f Wdm _ —___-12•— .18x10 9 8, .Mx10 i6• 28dm . 9• 8. 28,dm WIC dm 6� Bath 'Bcfm d,n e•Powder Or - 8. 8• 130dm 130dm .. 90dm . . Most-Bath . 135dm' - .. Laundry ' Bed 2 .Stairs tO8dm ft 108d i , . . Garage Job#:2600 New York Building Technology Group Scale:1 : 151 Performed by Tom Baccarella for: Page 1 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place,NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Jan-0812:18:14 Phone:(631)244-6911 www.NYBTG.com Tom@nybtg.com ...Farm Lane180_Ryder Farm_Lane.rup Jon ' ranocontractin .com N Basement Ductless Wag AHU . Bsmt Bath . Finished Basement aDudtess WagAHU dm Job#:2600 New York Building Technology Group Scale: 1.: 151 Performed by Tom Baccarella for: Page 2 80 Ryder Farm Lane-Orient Point,NY 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2021 850 Lincoln Avenue Miller Place, NY 11764 21.0.02 RSU25831 Bohemia,NY 11716 Phone:631-495-0289 2021-Jan-0812:18:14 Phone:(631)244-6911 www.NYBTG.com Tom@nybtg.com ...Farm Lane180_Ryder Farm_Lane.rup Jon ' ranocontractin .com ` Q Wright3oft Duct System Summary Job: 2600 . Date: Jan 05,2021 Main By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybl8.com Web:www.NYBTG.com Project • • For. 80 Ryder Farm Lane-Orient Point_;NY,J.Grano Contracting 850 Lincoln Avenue,Bohemia,NY 11716 Phone:(631)24.46911 Email:Jon@jgranocontracting.com Heating Cooling Extemal static pressure 0.70 in H2O. 0.70 in H2O Pressure losses 0.38 in H2O 0.38 in H2O Available static pressure 0.32 in H2O 0.32 in H2O Supply/return available pressure 0.177/0.143 in H2O 0.177/0.143 in H2O Lowest friction rate 0.086 in/10011 0.086 in/100fft Actual airflow 1550 cfm 1550 cfm Total effective length(TEL) .374 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Bich)- (Cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 1445 58 31 0.105 6.0 Oxo VIFx 39.3 130.0 st2 Bath3 h 1412. 57 30 0.107 6.0 Ox 0 VIFx 35.3 130.0 st2 Bed 2 h 2677 -108 100 0.091 6.0 Ox 0 VtFx 53.5 140.0 st2 Bed 2-A h 2677 108 100 0.086 6.0 Ox 0 VI Fx 47.0 160.0 st2 Bed 3 h 3609 145 137 0.092 6.0 Ox 0 VI Fx 41.5 150.0 st2 Foyer/Dining h 3240 130 121 0.088 . 6.0 0x0 VIFx 26.5 175.0 st2 Foyer/Dinirg-A h 3240 130 120 0.093 6.0 Ox-0 VIFx 15.8 175.0 st2 Kitchen C 3504 73 168 0.089 7.0 Ox 0 VIFx 23.3 175.0 st1 Kitchea-A C 3504 73 168 0.097 7.0 Ox 0 VIFx 7.3 175.0 st1 Laundry h 3367 135 95 0.092 6.0 0x0 VIFx 17.0 175.0 st1 Living h 2988 . 120 114 0.090 6.0 Ox 0 VIFx 31.5 165.0 st2 Living-A h 2988 120 114 0.091 6.0 Ox 0 VIFx 19.5 175.0 st2 Master Bath h 2236 90 40 0.100 6.0 Ox 0 VIFx 26.8 150.0 st1 . MasterBed C 2087 85 100 0.130 6.0 0x0 VIFx 30.8 105.0 st1 Master Bed-A C 2087 85 100 0.097 6.0 Ox 0 VI Fx 22.0 160.0 st1 Powder h 146 6 4 0.099 6.0 0x0 VIFx 13.0 165.0 st1 WIC h 704 28 8 0.111 6.0 Oxo VIFx 19.8 140.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 575 683 0.089 703 122 10 x 14 ShtMetl s2 PeakAVF 975 867 0.086 780 14.1 10 x 18 ShtMetl 2021-la"812:17:46 . '..w. RigttSuite&Universal 2021 21.0.02 RSU25831 Page 2 ...KFLOW180 Ryder Farm Lar080_Ryder Farm_LanesW Calc=MJ8 Front Door faces:SW Return Branch Detail Table ' Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) . (ft) - , FR (fpm) (in) (in) Opening(in) Mal Trunk rb1 0x0 787 904 167.3 0.086 648 16.0 Ox 0 MFx rt1 rb3 0x0 289 248 109.9 0.130 653 9.0 Ox 0 VIFx rt1 rb4 Ox 0 202 167 110.0 0.130 578 8.0 Ox 0 VI Fx. rt2 rb5 0x0 273 1 230 113.5 0.126 618 9.0 Ox 0 VIFx rl2 Return Trunk Detail Table Trunk Htg Cig Design Veloc . Diam H x W Duct Name Type (cfm) (CIM) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1075 1153 0.086 652 18.0. 0 x 0 ShtMet! rl2 PeakAVF 475 397 . 0.126 604 12.0 0 x 0 ShtMetl 2021.Jaa-0812:17:46 . r Q—Z R ghtSL te®Uriversal 2021 21.0.02 RSU25831 Page 3 ...KFLOW180 Ryder Farm Lane180_Ryder_Farm_Lanenp Calc=MJ8 Frort Door faces:SW Al Generated by REScheck-Web Software Compliance Certificate Project 80 Ryder Farm Lane MAR - 2Q27 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction - Conditioned Floor Area: 5,016 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 80 Ryder Farm lane J Grano Contracting Tom Baccarella Orient Point, NY 11957 850 Lincoln Ave NY Building Technology Group Bohemia, NY 11716 159 NY 25A (631) 244-6911 West Building,Suite B Miller Place, NY 11764 631-495-0289 Info@NYBTG.com bk"'trade-off Compliance: 0.6%Better Than Code Maximum UA: 533 Your UA: 530 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies - Gross Area Cavity Cont. Perimeter Ceiling-flat: Flat Ceiling or Scissor Truss 3,016 38.0 0.0 0.030 90 Ceiling-Vaulted: Cathedral Ceiling 867 30.0 0.0 0.034 29 Wall above grade walls:Wood Frame, 16" o.c. 2,556 21.0 0.0 0.057 122 Door-garage:Solid Door(under 50%glazing) 20 0.200 4 Door-Anderson sliding: Glass Door(over 50%glazing) 84 0.300 25 SHGC: 0.35 Door-Front Entry: Glass Door(over 50%glazing) 40 0.280 11 SHGC: 0.18 Window-Anderson 400 series:Wood Frame 268 0.300 80 SHGC: 0.35 Wall-to attic:Wood Frame, 16"o.c. 176 15.0 0.0 0.077 12 Door Attic Insulated: Solid Door(under 50%glazing) 17 0.200 3 Floor-Over unconditioned basement:All-Wood joist/Truss 1,611 30.0 0.0 0.033 53 Basement Wall to conditioned: Solid Concrete or Masonry 1,044 13.0 0.0 0.083 81 Wall height: 9.0' Depth below grade: 1.0' Insulation depth: 9.0' Window 2:Wood Frame 68 0.300 20 SHGC: 0.35 Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella HERS manager ®�— 1/3/2021 Name-Title Sign ure Date Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. #_� .•• Pre-InspectionJPlan,RevileW P erif d ri Complies? Comments/Assumptldns tans V s"ed` Fiel Ve fled &.ite .ID ; Value Vague ...„s•: .3: .„x:.'. .„ .„ .... ,"•k' •res 103.1, ,Construction drawings and >•a Rs ° „' ~~ =a:•,,,,,_xr , " ❑Com lies ~„ •. ,;. • �„ •, 1.. p Requirement will be met. 103.2 documentation demonstrate - •. .=a "~ „ , + ❑Does Not a - [PR l]1 :energy code compliance for the '' sr µ µ „ ❑Not Observable ; ;building envelope.Thermal _°* mow''~ °`' ' !envelopere resented on "" a ~ , ,w . ❑Not Applicable construction documents. '„' 103.1, ;Construction drawings and g ': ..rr. • >,:. ' Elcomplies Requirement will be met. 103.2, documentation demonstrate i,, ; '••Y = Does Not k ,” 403.7 energy code compliance for -]Not Observable [PR3]1 ;lighting and mechanical systems. Systems serving multiple ``::" ; ,a f° ~," `'❑Not Applicable ;dwelling units must demonstrate ;compliance with the(ECC � •� - ,; ..�;�„.•••: ~ .,�.�;,.` , (Commercial Provisions. 302.1; „'”"',Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. 803.7. ''='I sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2F „r-.;a• on loads calculated per ACCA Manual J or other methods a Cooling: Cooling: a❑Not Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. F F I 1 { Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2• Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 3 of 10 Section :rpla ns &Ite#•,:I;D ':fVerif"ed. ile d Verified'. OndtoWnspecion " ' Comments Astd&p#ionso Value 402.1.1 ;Conditioned basement wall R- ; R- ❑Complies ;See the Envelope Assemblies [FO4]1 :insulation R-value.Where interior R R_ ❑Does Not :table for values. :insulation is used,verification ; ;may need to occur during ;❑Not Observable ; , I Insulation Inspection. Not ;❑Not Applicable ; (required in warm-humid locations: I in Climate Zone 3. ; 303.2 ;Conditioned basement wall Complies ;Requirement will be met. [FO5]1 insulation installed per ❑ ; ;manufacturer's instructions. Does Not , ❑Not Observable , , <r, , ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;See the Envelope Assemblies [FO6]1 :insulation depth of burial or a s❑Does Not ;table for values, distance from top of wall. _ ;❑Not Observable ' ❑Not Applicable 303.2.2. !A protective covering is installed M: °" .'.. ;`°' .•• ;• �. ❑Complies Exception: Requirement is IFO111Ito protect exposed exteriorm. ,3 `` T , , ". E• ❑Does Not :not applicable. 'insulation and extends a S' ,� .. I❑Not Observable minimum of 6 in. below grade. '"°, '".' .: .r: Not Applicable ; k- 4 5i9 .. ":.Snow and ice-melting system n a ..;.; ;w. .:.>,,, . , g y :�,�>•.;,; ', ....tl ..= " : ❑Complies ;,Exception: Requirement is [FO12]zcontrols installed. y a ,1❑Does Not not applicable. .. : ' � �\ w.;�t"" 5'=� :" ;,�,"�.."�,aox•..�' ❑Not Observable , • '; ,. ". ':. _aJE1Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 1'2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 4 of 10 section. Plans,Veriifie& Field.Vdrified Framing f[tough-ln.Inspection Cciinplies? =CommentslAssumpti®ns'' Re .ID Value Value' •. . 402.1.1, :DoorU-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies ❑Does Not table for values. 402.3.4 ; FRl 1 [ ] ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- :❑Complies ;See the Envelope Assemblies 402.3.1, +average). PDoes Not ;table for values. 402.3.3, 402.5 ![-]Not Observable ; [FR2]1 ;❑Not Applicable , I s 303.1.3 ;U-factors of fenestration products :",,; = ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure orwx•' m? .xw < s, ❑Not Observable' ;taken from the default table. " ❑Not Applicable 402,4.1.1 ;Air barrier and thermal barrier ``•,• ,','•.;,, .„; s,:. : '` ';.,.,'° '; . ,,.`. . ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ```` ❑ instructions. Does Not : ❑Not Observable ; > .,` :. :` -. .`, ' ,•,. ] El Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 ' •-;.rte :'"?:.N.«` :"' ., ;' :.:::...,..`"`. ;• . ":... -]Not Observable ; ,or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable ; limits. _ . 402.4.5 ;IC-rated recessed lighting fixtures `uM' Yryp '`: "'" ❑Complies ;Requirement will be met. (FRI6]2 - isealed at housing/interior finishZ -❑Does Not 'land labeled to indicate 52.0 cfm :leakage at 75 Pa. G a❑Not Observable ; vy 6k'� i ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is i•s,, :=., x " " '"' Does❑ Not I a-�_; ;. "". ...,..�..,r":•°: ,..,... >=3 inches in diameter and >_ : R-6 where< 3 inches.Supply and ❑Not Observable u :return ducts in other portions ofu, ..s ❑Not Applicablea, '< ;, . :.":«W : ,s ; ;the building insulated >= R-6 for ``- " . "- A• : ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. F ee•�•�... �"<Tr .."ve. Ns y.. 3. I 403.3.2 ;Ducts,air handlers and filter _'' '` " ;" '❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with m ❑Does Not 'joints/seams compliant with ;International Mechanical Code or ❑Not Observable ; :International Residential Code,as ❑Not Applicable ; :applicable. : 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 tt:ducts or plenums. >1 ❑Does Not i «i, •> ,.. 4 a ' . ,1❑Not Observable m.: e µ,r J❑Not Applicable 403A, HVAC•(HVAC piping conveying fluids R- R- ;❑Complies :Requirement will be met. [FR1.7]2' above 105°F or chilled fluids : o❑Does Not below 55 °F are insulated to >_R- : ❑ : 's3. ; ; Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑p " ":.'a`' ,'',R";';ra = a:.'. °' [FR24]1 :piping. Complies Requirement will be met. ❑Does Not �: ;❑Not Observable ry''.jNot Applicable ; 403:5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;,Requirement will be met. (FRl$]2'''•s>_R 3. : : T Does Not 1 i ' : :F-]Not Observable ; „ ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report.date: 03/01/21 Data filename: Page 5 of10 SectionPlans Verified Field.Verified•, # Framing/^Bough-In lrispectign " Complies? ^.Comments/Assumptions• &Its ala. . varus' Value 403.6, ;Automatic or gravity dampers are .' -E]Complies :Requirement will be met. [FR16]2 iinstalled on all outdoor air _ ❑Does Not intakes and exhausts. E Not Observable i •, ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 6 of10 Section, "` PIans.Verified Field Verified # Insulation inspection Complies? Comments/Assumptions & Value Value ftegaD • 303.1„ ;AII installed insulation is labeled , :,;`, a r;;r . .•,. ': ' Complies ;Requirement will be met. [IN1312 i" orthe installed R-values `: ❑Does Not provided. ❑Not Observable ' " ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 0❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel i❑ Steel ;[--]Not Observable ❑Not Applicable t t 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and [IN211 :in substantial contact with the ❑Does Not }. :underside of the subfloor, or floor "° _< ❑Not Observable :framing cavity insulation is in f ❑Not Applicable contact with the top side of .°• ' ," v' 'r :sheathing, or continuous insulation is installed on the I underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing members. # q t 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the :1❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6wall insulation on the wall [IN3]1 :exterior,the exterior insulation El mass E] mass E-INot Observable !requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; t t t t t t t t t e i 303.2 ;Wall insulation is installed per „rc °••;..❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. -' ❑Does Not : a ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 7 of 10 Section' = Plans Verified Field Verified # Final Inspection Provisions Complies?, Comments/Assumptions" &Req.lD. Value Value` ` 402.1.1, !,Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood 1,0 Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ; [Fill' ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per , ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [F12]' ;Blown insulation marked every ) ;300 ft2. `°'" ff❑Not Observable ❑Not Applicable j 402,23';:;Vented attics with air permeable :.:•. .• ❑Complies ;Requirement will be met. [ ] e. `yinsulation include baffle adjacent ;a :.`" ', ❑Does Not to soffit and eave vents that ,extends over insulation. [ :' s t; a ON ot Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies :Requirement will be met. [FI3]1 insulation >_R-value of the :❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met. [F117]1 :ach in Climate Zones 1-2,and :❑Does Not j<=3 ach in Climate Zones 3-8. ;❑Not Observable a ;❑Not Applicable 402.4.2 Wood-burning fireplaces have _ ❑Complies ;Requirement will be met. !tightfitting flue dampers and [.' . . :<.... • ,°.•;:':. ❑ outdoor air for combustion. 1 ''•__` ' Does Not ; ❑Not Observable ' , - :'�• :` ;❑Not Applicable ..: 403.3.3 ;Ducts are pressure tested toI cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ; ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; ;w.g, across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total , ;leakage measured with a pressure differential of 0.1 inch 1w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;.Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without airI ❑Not Observable ' handler @ 25 Pa. For rough-in ; ; ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of f' Y•:' s ❑Does Not ;design air flow. °❑Not Observable #❑Not Applicable 403':1..1 Programmable thermos tatsJ, ❑Complies ;Requirement will be met. [F!9]2 installed for control of primary tt ❑Does Not l heating and cooling systems and ❑Not Observable ; ,initially set by manufacturer to Applicable A - " code specifications. [ ❑Not pP , 403:1:2 ,Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 ;on heat pumps. ❑ . , Does Not , :. Ile ,- ❑Not Observable ' , . ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 8 of 10 Section►. Plans Verified,: `Field Verified #` Finai Inspection Provisions. Complies?," . Cortirnents/Asstimotibris. &'Re .tD Value Value 403:5:1•. ';Circulating service hot water ;; -" s'' ;-a `'` ' `" ;`';:' _ '• " • 7..:=~'' ❑Complies ;Requirement will be met. 'systems have automatic or °" ❑Does Not 4accessible manual controls. ;`° " _•" " []Not Observable x ❑Not Applicable 403,6.1. )'All mechanical ventilation system L m ❑Complies ;Requirement will be met. [F125]2; ,fans not part of tested and listed ❑ A:.. �\; s•• :,.::.: . 'a Does Not HVAC equipment meet efficacy `°''' !and air flow limits per Table ~ = ❑Not Obs O ervable ; R403.6.1. .. ..;,+ , °s. a: ❑Not Applicable 403.2•`. ¢Hot water boilers supplying heat :• <', ❑Com lies ;Requirement e uirement will be met. [F12612: !through one-or two pipe heating ❑ P . q systems have outdoor setback w Does Not , V ❑Not Observable ; control to lower boiler water m 'temperature based on outdoor • Not Applicable ; .,temperature. ❑ 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. �, >, ... . '. ;.... Does Not [EI28] � ,have a circulation pump.The ��='��s :. >,❑ , system return pipe is a dedicated ° � .._:"• .~.o.., °°;-~, °c ❑Not Observable return pipe or a cold water supply ..;:.., �, ;" °�.: }< '` ',` .: Not❑ Applicable pipe.Gravity and thermos- ggl s ,syphon circulation systems are not present. Controls for : , circulating hot water system ; PUMPS start the pump with signal . :�'s.:° ~ a. 1 „:." r ,for hot water demand within the 1> I occupancy.Controls [ ;; • ' automatically turn off the pump ~ ry'a ' •,.when water is in circulation loops;,.°�;.: • �=<:. •. .<.:•.<;�:� ''a_'b i is at set-point temperature and no demand for hot water exists. ~:' "~ ` `` • , 403.5.1.2 Electric heat trace systems ❑Complies ,Exception: Requirement is y• .:., [FI29]?. = comply with IEEE 515.1 or UL ; .r•:4,:°=" : ° 3. °: :`; ❑Does Not not applicable. 515. Controls automatically ❑Not Observable ; adjust the energy input to the F• „,:::'.' ~ ,b"" ..: ❑Not Applicable heat tracing to maintain the PP desired water temperature in the piping. x � , 403.5:2; Demand recirculation water 1. ;w" t> 4,p> rµ is ^ "` .•,. ❑Complies ;Exception: Requirement is [FI30]2. \:systems have controls that ❑ :. ;. oes Not not applicable. !manage operation of the pump w " ❑Not Observable Sand limit the temperature of the water entering the cold water ❑Not Applicable piping to<= 104°F. " r , 403.5:4 . Drain water heat recovery units , a m ❑Complies ;Exception: Requirement is [F131]? }tested in accordance with CSA t " `° 'w' �"`' '�° '' ,° <,,w:`r';"r,p;m.. #B55.1. Potable water-side t ❑Does Not F not applicable. [' pressure loss of drain water heat ❑Not Observable ❑Not Applicable recovery units < 3 psi for '± ~,w:,,• pP Jindividual units connected to one or two showers. Potable water- ,„• _^" _:. h a„ . iside pressure loss of drain water i.: heat recovery units< 2 psi for ;;; I individual units connected to fF : "• ;, ,. ~'x three or more showers. :°: : :r .•:.' 'r 'a 404.1 190%or more of permanent ❑Complies ;Requirement will be met. [FI611 !fixtures have high efficacy lamps. < > '`• `' - ” '"° < '~ "�' ?d ° ❑ ; A;. . Does Not °".. ;• =-•• ,.x Not Observable ; ❑Not Applicable 404.1.1 !Fuel gas lighting systems have `:, ❑Complies ;Exception: Requirement is [0123]3 Ino continuous pilot light. ❑Does Not :not applicable. �.J❑Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 9 of 10 Section Plans Verified Field.Veriified` Final tnspection-Provisions Coitaplie§ti• Comment's/Assumptionsa &'Req.ID Valine 401.3•:'.~' Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not € F Via:':• ."C.. Ed \ " ❑Not Observable ' '\ w ( I ❑Not Applicable 303.3 Manufacturermanuals for i ❑Complies !Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not ;systems have been provided. $, ❑Not Observable ! E •.:•.....~. x' ��'.::.,� ~;a.��'��.. ❑Not Applicable E Additional Comments/Assumptions: 111 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 03/01/21 Data filename: Page 10 of 10 t Generated by REScheck-Web Software Compliance Certificate Project 80 Ryder Farm Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,428 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 80 Ryder Farm lane J Grano Contracting Tom Baccarella NY 11957 850 Lincoln Ave NY Building Technology Group NY 11716 159 NY 25A (631) 244-6911 West Building, Suite B NY 11764 631-495-0289 Info@NYBTG.com . trade-off Compliance: 0.2%Better Than Code Maximum UA: 414 Your UA: 413 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling -flat: Flat Ceiling or Scissor Truss 2,143 38.0 0.0 0.030 64 Ceiling -Vaulted: Cathedral Ceiling 284 30.0 0.0 0.034 10 Wall above grade walls:Wood Frame, 16" o.c. 2,084 21.0 0.0 0.057 100 Door Front Entry: Solid Door(under 50%glazing) 20 0.200 4 Door-Anderson FW: Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.30 Window-Anderson 400 series: Wood Frame 278 0.300 83 SHGC: 0.30 Wall-to attic:Wood Frame, 16" o.c. 146 15.0 0.0 0.077 11 Floor-Over unconditioned basement:All-Wood Joist/Truss 1,364 30.0 0.0 0.033 45 Basement Wall to conditioned: Solid Concrete or Masonry 896 13.0 0.0 0.083 70 Wall height: 9.0' Depth below grade: 1.0' Insulation depth: 9.0' Window-Anderson 400 series: Wood Frame 48 0.300 14 SHGC: 0.30 Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 1 of 10 T Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella HERS manager 1/8/2021 Name-Title Signature Date Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the (Q ;building envelope.Thermal ❑Not Observable envelope represented on i❑Not Applicable construction documents. s 103.1, ;Construction drawings and { ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 1 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable UQ dwelling units must demonstrate (compliance with the IECC j ,Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ;F-]Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 �on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ( Manual J or othermethods Btu/hr Btu/hr Japproved by the code official. i ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1z 2 1 Medium Impact(Tier 2) 3. 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 '.insulation R-value. Where interior; R- R- PDoes Not ;table for values. U ;insulation is used, verification ❑Not Observable may need to occur during Insulation Inspection. Not ; ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ,Conditioned basement wall �❑Complies ;Requirement will be met. [FO5]1 "insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable iE]Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies ;Exception: Requirement is [FO11]2 Ito protect exposed exterior IE:]Does Not not applicable. linsulation and extends a rJ I 1 minimum of 6 in. below grade. 1 ❑Not Observable j 1 ONot Applicable 403.9 1Snow-and ice-melting system f ❑Complies ;Exception: Requirement is [FO12]2 )controls installed. I ❑Does Not .not applicable. 1 ❑Not Observable a ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact((Tier Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions A Req,113 402.1.1, ;DoorU-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4i ❑Does Not ;table for values. [FR1]1 ❑Not Observable !❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products i ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance I❑Does Not :with the NFRC test procedure orCOO { ;taken from the default table. .!❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier is S❑Complies 'Requirement will be met. [FR23]1 installed per manufacturer's ? j❑Does Not instructions. 1' . " s ❑Not Observable ; +❑Not Applicable 402.4.3 ;Fenestration that is not site built y s❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting t I'ElDoes Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ; ❑Not Observable 1400 that do not exceed code ( E]Not Applicable 1limits. i 402.4.5,_ ;IC-rated recessed lighting fixtures, i❑Complies 'Requirement will be met. [FR16]2 `sealed at housing/interior finish tDoes Not ;and labeled to indicate <2.0 cfm leakage at 75 Pa. }❑Not Observable ] ❑Not Applicable 403.3.1 ;Supply and return ducts in attics �❑Complies :Requirement will be met. [FR12]1 insulated >= R-8 where duct is f" '❑Does Not >= 3 inches in diameter and >= i R-6 where < 3 inches. Supply and} i❑Not Observable ; return ducts in other portions of 1❑Not Applicable the building insulated >= R-6 for (diameter>= 3 inches and R-4.2 y ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not & !joints/seams compliant with l., ;International Mechanical Code or ❑Not Observable International Residential Code, as ;❑Not Applicable applicable. 403.3.5, Building cavities are not used as !, '❑Complies ;Requirement will be met. [FR15]3_ ducts or plenums. ! ❑Does Not #❑Not Observable ; {❑Not Applicable 403°4` '-j HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 I above 105°F or chilled fluids ❑Does Not below 55°F are insulated to >_R- : 3 ;❑Not Observable 1 _ `❑Not Applicable 403.4.1 ;Protection of insulation on HVAC J❑Complies ;Requirement will be met. [FR24]1 (piping. E❑Does Not ❑Not Observable ( ;❑Not Applicable '40.3.5,3':' Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2. >_R-3. ❑Does Not } , ,❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J_'3_1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 5 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 JAutomatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ! ❑Complies Requirement will be met. [IN13]2 or the installed R-values ` ❑Does Not provided. I sssk❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood UDoes Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable U I❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the E] Wood E] Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation E] Mass E] Mass ;❑Not Observable ;requirement applies (FR10). E] Steel El Steel :❑Not Applicable 303.2 ;Wall insulation is installed per �❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. J❑Does Not i ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RegJD 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 ; [17I1]1 ; :❑Not Applicable ; 1 I I 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. j ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. EJ Observable ❑Not Applicable 402.2:3 lVented attics with air permeable ❑Complies :,Requirement will be met. [FI22]2insulation include baffle adjacent ❑Does Not ito soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable I :❑Not Applicable 402.4.2 J Wood-burning fireplaces have �❑Complies :Requirement will be met. [FI8]2 ]tight fitting flue dampers and �❑Does Not outdoor air for combustion. $ �❑Not Observable I :❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 ;determine air leakage with ft2 ft2 :❑Does Not :either: Rough-in test:Total ❑Not Observable leakage measured with a ; ; pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; enclosure if installed at time of ; ,test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system ; including the manufacturer's air handler enclosure. 403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 ❑Does Not i<=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ; ;tests, verification may need to ❑Not Applicable ,occur during Framing Inspection. 403.3.2.1 IAir handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable : ❑Not Applicable 403.1.1 i Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 3installed for control of primary ❑Does Not Iheating and cooling systems and initially set by manufacturer to ❑Not Observable 'code specifications. ❑Not Applicable 403.1.2 (Heat pump thermostat installed ❑Complies ;,Requirement will be met. [FI10]2 ;on heat pumps. ( ❑Does Not J ! ❑Not Observable I ❑Not Applicable 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re�q.ID 403.5.1 j Circulating service hot water #❑Complies ,Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system 4 ❑Complies Requirement will be met. [F[25]2 fans not part of tested and listed ❑Does Not }HVAC equipment meet efficacy and air flow limits per Table �❑Not Observable ; R403.6.1. I❑Not Applicable 403.2 i Hot water boilers supplying heat ❑Complies ;,Requirement will be met. [FI26]2 Ithrough one-or two-pipe heating ❑Does Not systems have outdoor setback i control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable (temperature. I 403.5.1.1 !Heated water circulation systems ❑Complies ;.Requirement will be met. [F128]2 have a circulation pump.The IE]Does Not !system return pipe is a dedicated I❑Not Observable return pipe or a cold water supply 3❑Not Applicable licable pipe.Gravity and thermos- i , syphon circulation systems are ; not present. Controls for circulating hot water system j pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump s when water is in circulation loop P is at set-point temperature and j no demand for hot water exists. 403.5.1.2 Electric heat trace systems ;❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL s❑Does Not ;not applicable. 1515. Controls automatically i adjust the energy input to the ;❑Not Observable heat tracing to maintain the �❑Not Applicable desired water temperature in the y piping. 403.5.2 Demand recirculation water ❑Complies ;Exception: Requirement is [F130]2 systems have controls that ❑Does Not :not applicable. i manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. I i 403.5.4 Drain water heat recovery units ❑Complies :Exception: Requirement is [FI31]2 itested in accordance with CSA ❑Does Not ;not applicable. 855.1. Potable water-side J pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for !❑Not Applicable individual units connected to one f or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. ; 404.1 190%or more of permanent I I❑Complies ;Requirement will be met. [FI6]1 ;fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404:1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. i' ❑Does Not not applicable. U. ( �❑Not Observable i J❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 (Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable I ❑Not Applicable 303.3 Manufacturer manuals for ; ❑Complies ;Requirement will be met. [.FI18]3 mechanical and water heating ; i ❑Does Not systems have been provided. 6` ❑Not Observable f❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 80 Ryder Farm Lane Report date: 01/08/21 Data filename: Page 10 of 10 HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 80 Ryder Farm Lane - Orient Point, NY J. Grano Contracting 850 Lincoln Avenue Bohemia NY 11716 (631) 244-6911 NEIN' YORK BUILDING �. TECH,HOLOGY GROUP Prepared-.by: Thornas Baccarella•in accordance;with AC CA, Manual] 81' edition, V2, s— Sionature:�/� - Date: 01/08/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Willer Place, NY 11764 Telephone: 631 495-0289 Fax:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 GENERA- CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD BASED ON TABLE 8602.3 (1) NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State, the Uninhabitable attics without storage DESCRIPTION Energy 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. IC1CheS Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without shower head ITEM ROOF FRAMING ALL CODES shall superceder the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOENAIL 3-8d COMMON Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS To TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOENAIL ara ( p p 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink (One Or two traps, with Or Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLELRAFTER HEEL JOINT) SEE TABLE 8802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4 10d BOX (3") OR Laundry tub (one or more compartments) - 18. Install joist hangers at all flush structural load bearing conditions. 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON(3") FACE NAIL TO EACH RAFTER W 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specifed by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. ShowerheadS and bodysprays) O 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 5. All New Footings shall bear,on Virgin, undisturbed soil with an assumed bearing capacity 20 20 3-1od COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall 5.7 gpm and less 1-1/2 3-16d BOX OR V% Z p P q 9 9 21. Vent dryers to exterior as per Section M1502 7 n 5 More than . m U m be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 Mogpm p t0 12.3 gpm 2 2-16d COMMON END NAIL W disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE .. TABLE R401.4.1 subscript b: Where the building official determines that in-place soils More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING P 9 P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3112 with isd COMMON with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL P Y P Y p and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 (3.5"x 0.162") the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS(AT BRACED WALL PANELS) (3-112"x 0.162") 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 0 i6d COMMON an ultimate compressive strength at 28 days of 31300 psi. Except exposed slabs, 10 BUILT-UP HEADER 3-1/2"x 0.162' 16"O.C. FACE NAIL ALONG EDGES ., P 9 Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L136o ( ') garage P P P the smoke detections stem of the ENTIRE residence must be brought u to code, TABLE R302.6 5-8d BOX 2-1/2"X0.113" ora a slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, y g p All other structural memebers 11 CONTINUOUS HEADER TO STUD ( ) TOE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING - GARAGE SEPARATION L/24o I OR 4-8d COMMON SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL N Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 0 Minimum yield strength of reinforcing steel shall be:40 0000 psi rade 40 , FROM THE RESIDENCE AND ATTICS 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/flexible finishes q ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. L/140 EACH SIDE OF END JOINT Q � ♦^ required reinforcement shall be in accordance with Table 8404.1.2 1 thru ) v J R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM BOARD L=span length, H=span height14 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2"-INCH GYPSUM BOARD located at the centerline of the wall determined from tables 8404.1,2(1)through 8404.1.2(9). USED FOR SEPARATION REQUIRED BY IRC-R302.615 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance withNOT LESS THAN ill"INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL W O to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION APPLIED TO THE INTERIOR SIDE OF 3-16d BOX O Q End conditions for braced wall lines for the continuous sheathingshall conform DWELLING UNIT ON THE SAME LOT 16 TOP OR BOTTOM PLATE TO STUD END NAIL EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 2 16d COMMON 1...1. Concrete basement foundai.ions shall have horizontal reinforcement as follows: to Figure 8602.10.7. Braced wall panel connections RAFTER RAFTER Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 10d BOX- SLOPE SPACING 3 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-16d COMMON ry0 wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 18 V BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON O 0 NUMBER OF 1613 COMMON NAILS � M 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 00 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or C Including but no limited to: Deck Framing, Posts, Headers, Girders &Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- Fastening Schedule for wood structural panels - _ •o PP 9 g g 5: 12 16"O.C. 3 5 6 8 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING ° o'E y 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 0 °i �� o a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D w E T 2 °o PP but not less than 4 per strip. Type Less than or less than or less than or 4 sd BOX ° ° m o _ ° �, or stainless steel. 9: 12 1 s"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3 8d COMMON PER JOIST-TOE NAIL `o- =t o m T equal to 4 feet equal to 6 feet equal to 8 feet .� o E W 2 b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 a a) m ° o °7 c. All Structural connectors i.e. Simpson strop Tie or USP,etc < 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON = o .n ° a� ° P 9 wall and ceiling finishes shall have a flame spread index-200 No 8 Wood Screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL .o o °.� o `o m o R shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches a'� °Y a 9 0 2;� o &attics shall have a flame spread index s 25 on center on center ° � `" ° 2 inch embedment on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 BLOCKING TO JOIST 2-iod BOX EACH END a w � ° 9 AllEngineered in accordance with ts such as"Trus the manufacturers Joists, latestlicro-Lam, etc"installation details II be BOTTOM OF THE ATTIC SPACE, FOR CEILING Smoke-developed Index: R302.10 lenght LOCATED HIGHER N THE ATTIC THE HEEL JOINT JOISTS 2-8d COMMON c� o'a� c o N Framing connectors,Allowable Hole diagrams, specifications, etc, wall and ceiling finishes having a smoke-developed index <-450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 4-16d BOX TOE NAIL a °`C En q s a, w L o E "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw BLOCKING TO SILL OR TOP PLATE a� _ N o o c� o 3-i6d COMMON L a "Parallam PSL"Design Stress: E=2.0, Fb= 2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR 3 16d COMMON !' 2 o a r C E m=c o on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL =- �, m o "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv= 300 psi 2 inch embedment on center on center 4-1od BOX 2 , - ¢M � o 28. SWIMMING POOLS. Shall conform to Section R326 len ht 1 / 3 1.5 Z c w ay --- M 1) .0 g a> c CL m m� �,J 10. 8310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, L ° =-0 = r = W ° c;- t q 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4 10d BOX PER JOIST r o w m a' f- m E a.- o ca- each each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 3-16d COMMON shall have at least ONE oKrerable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES z Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX � O opening of 5 square feet. this section shall be posted near the electrical panel or water heater b the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W = P 9 q P P y 3-i6d COMMON �' CL not less than 2 inches into the building frame. Fasteners shall be located not less than (n Z7 B. Minimum net clear opening height shall be 24 inches. �- b 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" OR W C C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST ( ) � W RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON (2-112P') EACH END, TOENAIL J Cn D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric", d.Where screws are attached to masonry or masonry/stucco,they shall be attached z z -1 ?>�11 O from the inside of the room without use of keystools. or using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR _I Z (D WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section 8507 RAFTER ROOF EXPOSURE C Q Q +,, r an emergency escape opering shall be provided for EACH sleeping room. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q O F- Exterior glazing in buildings located in Wood-Borne debris regions shall FEET ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = W Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) V � It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris, 130 140 („) W Glazed opening protection shall meet the Large Missle test ASTM E 1996 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (n W LL d a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 2 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING L�-I stamped b a professional engineer if required b the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: PANEL EDGES J p y p g' q y g p p g SUPPORTS GABLE END WALL FRAMING 11. STAIR HANDRAIL: R311.7.B Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 30 3/811- 1/21' 8d COMMON(ROOF) 6" SEE NOTE A 6" � Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight -8 _ 16"O.C. 24 340 318 422 396 DIAMETER Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span to a point directly above the lowest riser of the flight. Handrails adjacent to I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 6 D a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8" - 1-1/4" 10d COMMON NAILS 6 1211 and the handrail. see code'for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 " CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12° GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" ;� "1", "II", "III", "IV", OR"V" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 1-1/2"GALV. ROOFING NAIL 3" 6" above the floor or grade below shall have a railing not less than 36 inches ' o F- in height. Railings shall have Top rails and Balusters and Bottom rails that are / 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL " N O REFLECTIVE RED FIBERBOARD SHEATHING 7 7 CD NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed r" PANTONE#187 16"O.C. 48 599 559 745 697 N by the riser, tread and bottom rail of the guard rail at the open side of a stairway ; are permitted to be of such a size that a 6 inch sphere cannot pass through. ; 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" 1-- p Q Open sides of stairs with a total rise of more than 30 inches above the floor or cA � W grade below shall have guards not less than 34 inches in height measured REFLECTIVE TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Q vertically from the nosing of the treads. WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Q Lu tU 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window f' -_17 EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16° min. structural plywoodCONNECTION JOIST SPAN TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior = Panel Attached to DETAIL <6' 6'1"TO 8' 8'1"To 10' 10'1"To 12' of the building,the window must be provided with a window opening control device 6" 12" COMPONENTS THAT ARE OF 1/2" F DESIGNATION FOR STRUCTURAL DESIGN CRITERIA 1/2 DIA. LAG SCREW 30" 23" 18" 15" MINIMUM NAIL MIN WOOD WOOD that compiles with R312.2.2 Window Opening Control Devices. Frame In accordance WALL NAIL SPACING TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE SPACING accordance with 8302.11 tllru 8302.11.2 and Draftsto In shall be "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING THICKNESS EDGES FIELD pp g GIRDERS AND BEAMS Wind speed: 140 1/2" DIA.THRU BOLT installed per R302.12 thru 8302.12.1 of New York State & 1/2"MAX. SHEATHING 36" 36" 34" 29" "R" ROOF FRAMING No of stories: 1 8d COMMON NAIL Fireblockin materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 9 12'i"TO 14' 14'1"TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 2. 1/2"gypsum board 1/2" DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 UNDER SECTION6020FTHEBCNYS WINDOW UNIT Bldg Length per plan � 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance & 1/2"MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W N rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 99 ' bld aS ect ratio: 2:1 1/2"DIA.THRU BOLT APPLICATION SIZE OF NAILS tom• 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD g p ORIENTATION TO MEMBERS & 1/2"MAX. SHEATHING 24" 21' 19" THICKNESS TO WOOD FRAMING a ''--' UL 263,for the specific applications Nailing Sched: Table 8602.3(1) FRAMING SPACING NAILS SCREWS U Applicant shall provide engineered wood placardffrCEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/21' WALL EITHER DIRECTION 16"O.C. 8" 16" U Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 71 12 10 -�ICl Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/8 WALL EITHER DIRECTION 16"O.C. 7" 1211 � 6d COOLER NAILS > en �J 1 CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration iw-~ .� p� r'; o d COAT 7/8"LONG 1 6ED NAILS OR ""XAT - Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel TYPE bA -0 „ GARAGE CEILING 16"O.C. 6" 6.. EQUIVALANT DRYWALL SCREWS. - r O .E Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH x Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspectionHABITABLE ROOMS IRC SECTION R702.3.5.1 Sand, silty sand, clayey sand, silty gravel and clayey gravel n/ O (SW, SP, SM, SC, GM and GC) 2,000 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. II�•++�� Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psfdesign Where the ultimate windspeed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for OU minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall ae part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN „_..� . , GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL D " ti SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP . are likely to be present at the site, the allowable bearing capacity shall be LOAD ZONE DEPTH r r�1 J �4�''�� determined by a soils investigation. 20 LBS 140 NO NO NOM B SEVERE 3'-011 MODERATE 11 YES NO 1500 or less 52.1 TO HEAVY ;_t f M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. 01goAC y0 a .a Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS _�_ ____ Side Elevation TABLE 602.11 0.3(l)FOR BRINGING REQUIREMENTS BASED ON WIND SPEED ° ° fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING AL FRAMING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header , ° a / 6- 16d sinker nails ;�'-• -i ='�' METHOD WSP: EXTERIOR SHEATHING OR END JOIST LENGTH OR END JOIST INUOUS RIM MEMBERADDITICNDIRECTLY ABOVE @ 16 ° o shall occur a o wall ° ° ° ° ° CONTINUOUS ALONG LENGCONT "OC ALONG h II t top f II BRACED WALL PANEL ° - fasten top plate to header with OF BRACED WALL PANEL BRACED WALL PANEL °°a=�-a °..Q_4__a._80 ,I ISI hI 1. PER TABLE R602.3(3) FASTENERS 6' Header shall be Top plate continuity Is two rows of 16d sinker nails @ 3"D.C. •I I•I I•I ON EDGE, 12"FIELD. INTERIOR SHEATHING fastened to the required per R602.3.2 ° I' PER TABLE R602.3(1).FASTENERS VARIES king stud with Braced wall line �-�\ 2-16d NAILS EACH SIDE Minimum 40001b header-to-jack-stud I I 1• l 6-16d sinker nails 1 ! � _ continuously sheated I L `� Fasten sheathing to header with 8d common nails in 3 in. rid with 1/2"wood �a .I I•I I•I METHOD CS-WSP: m °I .x g g structural panels strap on both side of opening •I I'I AS PER TABLE R602.3(3) _ ° c pattern as shown and 3 in.o.c.in all framing(studs and sills) aj opposite side of sheathing W EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS Sd A E O.C.ALONG Minimum 40001b header-to-jack-stud strap °I WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG � AT EACH BLOKING MEMEBER � BRACED WALL PANEL 8d @ 6' O.C.ALONG on both side of opening pp Panels splice edges shall occur over .I (0.131 X 2.5"LONG) BRACED WALL PANEL o penin opposite side of .1 AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o L ol° sheathing and be paile gcommon blocking IN FIELD BRACED WALL PANEL °1 ;......_a.o_.s'° Min.Double 2x4 framing covered with minimum —_ __ o within the middle 24"of the portal- BRACED WALL PANEL x m °. g ° • BRACED WALL PANEL BRACED WALL PANEL L ,i' j° 112"thick wood strucral panel sheathing — -- °° ° • ° leg height. One row of 3"o.c.nailing BRACED WALL PANEL x is required in each panel edge,BRACED WALL PANEL INTERIOR FINISH: � i° with 8d common nails @ 3"o.c. in all framing q p 9 2 • 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG z ° (studs,blocking,and sills typical o if needed I•I 3-16d @ 16"OC ALONG a ) yp 0 11 1• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH ° W I'I 1'l BLOCKING MEMEBER 2'to 18' finished width Min Double 2x4 or WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ °I ( ) UJ TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL ,I ° Min.length 16" 2x6 King&Jack stud ° 1/2"min.thickness wood structural •11• _ - _ J: SHEATHING ! per Table R602.10.5 panel sheathing Z p _ _ CONTINUOUS RIM OR ° Min double 2 x post ° ° -J - - - - - = '. - - - a: CONTINUOUS RIM OR ° ° o ° 'I • I'I END JOIST No.of jack studs per ° •I I�I I'I 1' VERTICAL JOINTS IN PANELS SHALL OCCUR FEND JOIST ° ° Min. (2)2x4 typ. Table R602.7(1&2) ° ' OVER AND BE FASTENED TO COMMON STUDS. L ° °o O a -° ° installed per section R403.1.6 I. Min. (2)1/2"Diameter anchors I l,l I I I• HORIZONTAL PANEL JOINTS IN BRACED h 2-16d NAILS EACH SIDE -- -- p 1'I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer INTERIOR 17- 1.1 I• AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING COMMON BLOCKING ADDITIONAL FRAMINGZ 2i ,1 SPACING 11 11 1• CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I II I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I I•I I. BRACED WALL PANEL 'I I I I I l• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 r O ,I II I•I I, LL •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to W Band or Rim Joist with nail sole lot Attach Sheathing t •I I I I I 1• BRACED WALL PANEL CONNECTION WHEN °i° p g °,° nail sole plate •I_ _ _ _ L �. -. _ J'I_ _�� I. BRACED WALL PANEL CONNECTION WHEN SD commonhials °i, to joist per Band or Rim joistwi °l° to joist per UJ • • ' ' ' ' ' ' ' ' ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top an ° °° PERPENDICULAR TO FLOOR/CEILING °� Sub-Floor Halling sched. 8D common nials „ °i° nailing sched. FRAMING Bottom _ - ---- - - at 3"o.c.Top and 6 n_ Rim Joist � UJo FRAMING ° ° ° Rim Joist Bottom /per Plans O Q LJL ° ° ° ° ° ° ° ° ° ° ° ° Anchor Bolts and FASTENING REQUIREMENTS FOR HncorBolts and ^ BRACED WALL PANEL AS PER L— >,r — 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O ct 3: 0� 00 Simpson 1-1/4" galv. x 20 gage 0. c H2A Stud To Rafter coil strap with (5) 8d common 3-Corner studs Connector _ Were the distance is SIMPSON H2A connected to 3-2X nails in each end at each rafter. between 9-1/4 to 15-1/4 at each Rafter. With transfer shear III t Typical Metal - WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter fit Framing members Strapping braced wall panels ,� PROVIDE STRUCTURAL RIDGES load o at Openings (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side �` plywood ally attached Schedule Dw -1 of Ridge to have a 1r Hg 2-16d Nails � TYP. HDU2 plywood sheathing @ "� W/ 6 1/4" X 2-1/2" SDS SCREWS shall have Solid Blocking Simpson LSU skewable hon er 6 O.C. ( ) @ all Plywood Joints p g SIMPSON H2A Simpson 5/8" threaded rod Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil -�'�coupler-nut and SSTB rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 each en . caac nails in plate in h dtch ' k studs anchor bolt thru-box and along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks inbed into concrete Corner Holdowns panel. and window or door Header. Less than ° Refer to plans p Preservative-treated foundation and framing. for locations �, Typical each side and ALL Gable End Wall if required or Equal windows and doors. to 12" barrier required for RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS connectors in contact602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & sill strapping =J= with treated wood See details on JACK STUDS TO HEADER TIE NTS RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. NTS RAFTER TO RIDGE STRAP R802.3 r^ TYPICAL ELEVATION U) SIMPSON HDU2 HOEDOWN IN LIEU OF RIDGE STRAPS (d� BOX FRAMING NTS NOTE; 8d COMMON NAILS ARE WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. LOCATED IN THE UPPER THIRD z ^Z_ Cn 4 5 N.T.S. 6 7 2-1/2" LONG 8 g OF THE RAFTERS WITH 4 8D NAILS -' EACH END O Q 0 w 2X P.T.LEDGER; MUST BE ONE SIZE CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC = EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 O THREADED NAILS OR I /C STEM. I RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS f/ SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL OUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING I I COLUMN CAP.MEET RCINYS OF SPAN ONLY LENGTH EXTERIOR OR the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET 1.2" Min SIMPSON LUS26 @ 2X6 I�I @ FRONT PORCH DECK o SIDE COVER 2"MINIMUM 2X8 X 4 TREATED POSTS SIMPSON LUS28 I( @ 6"TREATED POST LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER —� SIMPSON LUS28 @ 2X10 1/4 JOIST AS PER MANUFACTURES @ REAR DECK OR SIMPSON SD STRUCTURAL THAN 50% DEPTH,MAX. CLEAR (PERCENT)OF SPECIFICATIONS. CONNECTOR SCREW1/6 JOIST PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE " = 2 X JOIS-I-S I O 1/2"DIA.GALV BOLTS Wd GRADE 2"MIN. DEPTH MAX. Lu METAL TIE FASTENED ACROSS AND "! LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH S CD H TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS EPDXY ANCHORING ADHESIVE FOR 113 JOIST !! DEPTH,MAX. 0 I USE WITH THREADED ROD „ CD ALLOWABLE LOAD PER TIE:840 LBS O Use 1-1/4 Metal N Z NOTCH WITH 8-10D NAILS EACH SIDE � 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON M NOT LESS THAN 4 LOCATIONS SPACED EQUALLY 311 AND TWO WITHIN 24"OF EACH END OF DECK (3)10D THREADED NAILS OR WEDGE ALL WEDGE ANCHOR Coil Strap 20 Gage �t (3)#10X3"WOOD SCREWS Solid sawnjoist and rafter o 12" Min I— W 12"DIAMETER CONCRETE (5) 8d common nails OR STEM WI#4 REBAR in EACH END at .i TOP PLATES ° BLOCKING EACH SIMPSON 5 AT j Q PIPE SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS FOOTINGS MUST n otch i n q and boring I i m its. BEAR ON COVERED FRONT PORCH FOOTING: J EACH Stud. Z) LLJ ALLOWABLE LOAD PER TIE: 1,825 LBS OVER BEAM SIMPSON BC UNDISTURBED 24"x 24"x 12" FOOTING TO VIRGIN SOIL NTS 8d @ 6" oc Along Q of U) NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL (MIN 36"BELOW GRADE) MIN THREAD OF EACH END OF DECK: JOIST CONNECTOR Braced Wall Panel PENTRATION FIGURE R602.10.8(1) FIGURE R602.6.1 318"DIA. LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING AGCOMMADATE PIPING WALL TO WALL STRAP @ PORCHES & DECKS NTS R507 EXTERIOR DECKS OR HEADER CONNECTION r'� 1 O 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 1 4 1 G NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 5 F� e G-185ag 1-1/4" x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 FASTENERS at each stud ( ) TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER at each stud at each stud p-+the plywood OR directly to Strap may be attached OVER Strap may be attached OVER � � � 5.5"MIN FOR 2X8' c the plywood OR directly to o K © © O o studs. the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs. v -- STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 - Studs. BORED HOLE MAX. DIAMETER 60% BLOCK SOLID M 10 r DIAMETER 40% (PERCENT)OF STUD e- _ 3~' M `"J (PERCENT)OF 0 DEPTH 0 STUD DEPTH " 3-16d @ 16 oc Along z3 �- o I I 2"MIN . 'P'° c BETWEEN JOISTS -t� by -0 5/8"MIN. 5/8"MIN. 5!8"MIN 5/8"MIN. LAG SCREW OR THRU-BOLTBraced Wall Panel - TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN -_ ° +°+ N s„ NOTCH MUST NOT 'I FIGURE R602.10.8(1) T3 NOTCH MUST NOT I I=111-111 c +°+ N _J cd EXCEED 25% 0 EXCEED 40% 0 =illlli (PERCENT)OF (PERCENT)OF STUD DEPTH 0 STUD DEPTH 0 BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD O IF HOLE IS BETWEEN NOT BE LOCATED IN STRAPPING ' 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) �� D q BORED HOLES SHALL THE SAME CROSS Y`i NOT BE LOCATED IN 60/(PERCENT)OF SECTION OF THE CUT STUD DEPTH THEN OR NOTCH IN STUD Applies to Garage Wall and " '` THE SAME CROSS I' ` t '✓r� J STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =IIIHEIII SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction III��I (; METAL . .r OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF J G + 1-1/4" ARE DOUBLED ANDSCREWS TO ATTACH 2X8 LEDGERS ill '+ STRAPPING AND SO BORED N ! 2J TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR A EACH JOIST w� WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD ? tSy�, NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION STRAPPING • BORED HOLE LIMITATIONS FOR INTERIOR 17 18 1 g 2 Q WALLS AND BEARING WALLS 85 O OR MANUFACTURED FROM 61R Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST NON-BEARING WALLS FN Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p j p Full Thick Insulation glued together MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way for access thin profile structural g 9 see plan w/ ATTIC INSULATION g CONTINUOUS BEAD Fill entire Cavity to sheathingas dlraftsto and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams p support OF SEALANT SUbflOOr behind tub Tub attic hatch - R-val blocking Non-combustible sealant Base plate prevent loose-fill Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to' „ Air Se I insulation from exterior insulationrequirem n access opening Sealant or ,� OR GASKETED TO RIM Continuous Bje wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or0 adhesive as enclosure liner sealed SEALANT Sealant access adhesive G� --- ____ � solid blocking at perimeter and seams. or rigid insulation V SILL PLATE INSTALLED 1" min Rigid g Weatherstripping Sealant g� Pre-Fab Fireplace OVER g sealed around pp g Panel Seal stairs Adhesi CaSln EXPANDING FOAM SEALANT Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT ll four edges Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk -' Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase n/ attic hatch or foam LL (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a) PULL-DOWN STAIRCASE 0 >. DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING ^ EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL Q_ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL W TO BAND JOISTS ` This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation fi-50 Attu St.-pt Cnvor ENERGY NOTES I-- - - J 0 Eave baffle installedU ^ TT 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall 9 p g Y adjacent to soffit and cave 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the vents. Baffle shall extend over ""JManual Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Manual , "S" &"D"submitted at CO. energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. TABLE R102.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party (HERS Rater) using the (R402.2.3) O AIR BARRIER AND INSULATION INSTALLATION NYmanual "J" Manual ,"S" &"D"submitted at CO. ® ' efficiency, NYS mechanical code, 2020 energy conservation construction code of S. 2 x CJ W/ INSULATION (J, COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa � � � 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS LLGeneral .A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see � � � OR HERS RATER � I ' ' requirements in the building envelope• 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs W O 'Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT lO 0 11. (R403.3.5) Building Cavities (Mandatory) :Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs o Cavity insulation All cavities in the thernial envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) y installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. r recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. C O add ty Automatic controls, temperature sensors and pumps shall be accessible. I + L.�. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". p p p maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. t { installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE to The building shall be provided with ventilation that compiles with the requirements of E.s exists,the batt product will be cut to fit the remaining depth of the ,.-• ° E N Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o ° m.N cavity.Where the batt is cut around obstructions,loose fill insulation g y pp g ° exhausts shall have air leakage rate not to exceed three air changes per hour. A written report of the automatic or gravity dampers that close when the ventilation system ° m o e, 21; o a o shall be placed to fill any surface or concealed voids,and at the s w E 0 �,- °w test results shall be signed by the party conducting the test. is not operating. m o „ c �, ° N o manufacturers specified density. Where faced batt is used,the `o o ° - T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM a=o 0 a o N1103.6,1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy ° W m y ss L o no compression to the batt at the edges of the cavity,due to inset INSULATION, R VALUE IN c -.-r + ° C _ ° 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements e 2 ° _ 0,6 o o 1 � o stapling installation tabs. p g g p ACCORDANCE WITH T 2 ` ° ° p g of Table N1103.6.1. Exception:tion: Where an air handler that is inte integral to tested and listed HVAC Rigid Foam or ± ° a ° combustion air. Factory built fireplaces shall be listed and labeled p g g t a o equipment is used to provide whole-house mechanical ventilation,the air handler shall be Wood Blocking HERS REPORT .y ` ° `°'� ° ° 3 Insulation that upon installation readily conforms to available space according to UL 127. p 9 .�'� I a 3 L = _ 3 g �, shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C i j' 0 0 8 a C o-0 N 5 density recommendation. 8. 8403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. ` ; N N �, M o `m � m._._ c LOU, 0 of provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) ; ' =.� 6 1 N�o 0 3 2 Roof underla ment ° 0- � -L ° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION ; 0 s o a � E iv ceiling/soffit shall be aligned with the air barrier. y ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg °' -5 S shall be max 70 F heating and 78 F Cooling. g �:: AS PER DRAWINGS U .- N c s y N :insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. : ';:`r '`~ K � a W Ca L o t sealed. 9. 8403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency OR HERS RATER r i ,,r''" t o ="o r C �, o cD I F- uuomo- HmEo.._ on ,Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ ({ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see � SEALANT art usingthe Manual "J", Manual "S" &"D" submitted at CO. Const. Dugs r`' i i ry shall be sealed. party 15. N1104.1 (8404.1) Lighting equipment (Mandatory) non-vented ,, .:�• ` ' rr nn w Walls 'The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. '' � "` i z -- top plate and top of elterior walls shall be resistance of R-3 per inch mirninnum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs --� _J installed in substantial contact and continuous alignment with the air Q v barrier. wiz Windows, skylights 'The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE L J m and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS Rini joists Rim joists shall include the air barrier. Rini joists shall be insulated. J Floors(including 'The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain n above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL '' RATE FACTORSa, b underside of floor framing and extend from the bottom to the top of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% OPENING LIMITING SEGMENT DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be shall be covered with a Class I black permanently attached to tine crawlspace walls. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factora 4 3 2 1.5 1.3 1.0 CDLLI vapor retarder with o-,erlapping joints CNJ � taped. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM oN Z a. For system run time va!Ues between those given,the factors are permitted to be - - - - - - - - - - - - - - - - - - - Shafts,penetrations Duct shafts utility penetrations.and flue to p p deter t ined b inter olation. WINDOW l_ Q shafts opening to exterior or INTERMITTENT OR 20 CFM CONTINUOUS y p F- � unconditioned space shall be sealed. 24" C I i � �_ b. Extrapolation beyond tie table is prohibited. (36"IN IBC UNITS 4"SPHERE CANNOT APPROVED WINDOW _J 1 PASS THROUGH FALL PREVENTION � 'Q DEVICE CONFORM TO Q W C) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by 8312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE cr insulation that on installation readily conforms to the TABLE M 1505.4.3(1) FINISHED GRADE y TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED CONTINUOUS Al RFLOW RATE FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Ono Garage separation Air sealing shall be provided between the garage and REQUIREMENTS GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE BUILDING. SHALL conditioned spaces. FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal NUMBER OF BEDROOMS envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. _ 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. (square feet) TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall � a extend behind piping and wiring. Airflow in CFM 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE l OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2 TO MEET EGRESS 8310.2.1 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. < 1 ,500 30 45 60 75 90 ¢ Z o tubs. N1101,14 (R401.3) Certificate (Mandatory) F-�-1 "-o Electrical/ ]none The air barrier shall be installed behind electrical or c+i p 1,501 - 3,000 45 60 75 90 105 M box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall �1 zs o in the space where the furnace is located, a utility room or an approved location inside the building. pQ o HVAC register HVAC register l be sealed thatth penetrate building tliennal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q boots envelope shall be sealed to the subfloor or drywall. 3,001 - 4,500 60 75 90 105 120 p W directory label, service disconnect label or other required labels. The certificate shall indicate the in Ix Concealed 'Arlien required to be sealed,concealed fire sprinklers shalt predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only fa scaled in a mannekingorthaeis recommended by the 4,501 - 6,000 75 90 105 120 135 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O manufacturer.Caulking other adhesive sealants shall not U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results be used to fill voids between fire sprinkler cover plates and walls or ceilings. 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. p covering the largest area. The certificate shall indicate the types and efficiencies of heating, > a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 9 9 yp g cooling and service water heating equipment. Where agas-fired unvented room heater, ;y`6� Hi_J �� r� For SI: 1 square foot - 0.0929 ml, 1 cubic foot per n ltnute - 0.0004719 mNs. electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. ', y ' 65'-8" LADDER&STEPS R310.23.1 BARS,GRILLES,COVERS R310.4 WINDOW WELLS WITH A VERTICAL •----------------------------------------------------------------------------------------------------------•T DEPTH GREATER THAN 44INCHES BARS,GRILLES,GRATES SIMILAR 1 SHALL BE EQUIPPED WITH PERMANENTLY DEVICES ARE PERMITTED TO BE PLACED ; _____ _________________________________________________________________________________________ AFFIXED LADDER OR STEPS USABLE OVER EMERGENCY ESCAPE AND RESCUE , , WITH THE WINDOW IN THE FULL OPEN OPENINGS PROVIDED AS FOLLOWS:NET NDE OSWI. RUNGS H OF AT LEAST 12 INCHES CLEAR OPENING SIZE COMPLYING ' ' SHALL PROJECT AT LEAST 3 INCHES Z WITH LEASR310. .1 TO R31 REMOVA.2.3 ANDBLE SHALL FROM THE WALL AND SHALL BE SPACED BE RELEASABLE OR REMOVABLE ' ' 1 1 Floor System FROM THE INSIDE WITHOUT THE USE 15'-4" 33'-8" 15'-4" VERTICALLY FOR THE FULL HEIGHT OF OTOO SPECIAL KNOWLEDGE NOT MORE THAN 18 INCHES ON CENTER W ORR FORCE THE WINDOW WELL. J FORCE GREATER THAN THAT REQUIRED 10'-10" 4'-6" ' ' ' FOR THE NORMAL OPERATION OF THE o EXTERIOR PATIO SLAB ; 7'8" T-8" ESCAPE AND RESCUE OPENING, , , _ , , 6"4000 PSI CAST-IN-PLACE SLAB ' O ________-__; ; W/6X6 wl.4/wl.4 WELDED WIRE MESH WINDOW WELL R310.2.3 ` HORIZONTAL AREA SHALL BE r •---------------- TOP OF (MIN GCLpG HEIGHT: T-0") ; ; ON GRANULAR COMPACTED FILL. CONIC 1 1 PITCH SLAB AWAY TO DRAIN 1 1 , MIN 9'-0"SQ FT.WITH A --_ ___ T __, 1 HORIZONTAL DIMENSION OF MIN 3'-0"TO ALLOW FOR Ground slopes 6-0" ; 4'-2" 4'-6" ; ; ; ; ; EMERGENCY ESCAPE AND W �► away from wall 1 t 1 1 1 1 1 t o ; ; RESCUE. COVER PLACED ' Er @ 5% OVER OPENING PER R310.4 STEEL DOWEL SLAB ' ' ' ; BILCO SCAPWELL OR EQUAL 1 1 1 EGRESS EGRESS LEDGE INTO--- WALL^1\ - Fire-Blocking,continuous @ ceiling level - o -�V•h3852.2 , b and horizontally at intervals not exceeding O 10 feet o.c. R302.11 thru R302.12 U Damproofing --------------------------------t---------------------------------------------------------------- f 1 1 312"x 11-78 LL Flush '� r ' ',c � � c 3-1/2"x 11-7/8"LVL Flush 1 TECO FLR JOISTS , TYPICAL I , TECO FLR JOISTS HDU2 concrete foundation wall I 1 HOLDOWN I 1 1 ® 1 Treated wood stud framing 24"oc max non-bearing top and bottom plates LL O OR 3-1/2"metal studs @ 24"oc 1 1 0 v v ; O 112"air space , 1 io R-11 BATT INSUL 1 1 V J 1 BRACE WALL ABOVE I 112 M.R. GYP BD EACH SIDE `T ' ry 3-1/2"R-11 un-faced batt insulation CONNECTION DETAIL I W DET 2 ON DWG-2 = U. TYPICAL 1 27'-8" 1 1/2"moisture resistant wall board v, W 1 O vapor semi-permeable latex paint finish ; ; ( An I N 0 ' 8 MnO okt 4"concrete slab with carpet I the floor in bathroom LL I o ' 1 1 Q J Q O O O nf I- W n > 0 ry > I M �, , BRACE WALL ABOVE OJ J cv ti N ` 1 CONNECTION DETAIL ,� `' _ � 3'-4" , 7 TOP 7 _ I DET 2 ON DWG-2 N x J X OF SLABCD 0 , TYPICAL co 2 Q , O O 0 , 1 1 F- 'V• F' - �' O I f- 1 00 J r'- I LL 1 ; 1 1 1 FAN ' N C 0 C N ----__-• ' I N 1 3'-0" m o O E 1 1 ' 6'-0" 1 1 aLQ.. 01 w @� y-0 `O L_ aJ C 'n O TYPICAL FINISHED WALL aC� BASEMENT ; 14'-0" 14'-0" 11 14'-0" ' c� o m U a 14'-0" ; o� oaa)ia 5 af)i `° SCALE: 1/2" = 1'-0" c U ° c 1 1 I = ; is.Q a) O M C 2 O.2O 0 U N V--:cum Y 1 1 •--------, •---- -_-, e - 1 , G3.0 C O .N d p c Q 1 1 (3)1-3/4 "x 14 "LVL - - 1 (3)1- /4"x 14"LVL 1 , In , 1 1 aJ w O L ,_2,3 O 3 1 1 1 1 1 1 1 1 1 O 1-3/4"x 14' LVL Lo •------- • C 4 U 1 -- ------ ---------------------'-- F®__--'--`--- -------- -------------- ----------- !`P( r' 1 i ® -'---------------------------- -- -- ' C CD o a� _ _ _ _ _ CC 1 1 BeamPocket 1/t 1 ' 1 ' 1 1 1 1 1 1 1 r L Q1 0,� N-0 o C 1 1 I 1 1 1 1 , , Beam Pock t (t�/ -, , taoc � w� Q � 3 � to '� C C steel shims as r q'd •---I----- •--------• •----� ---• •------- steel shims as r q'd • o o t5 o ' ' ; �Ln n oia E I CED U w 1 I U 1 TYPICAL INT. FOOTING/COL 14 a" 13'o" ; a E o m o o w LO 9 I = OPENING �01 -C w c 2 c m Q 36" x36"x12"THICK = T LQ ( co � smEo 0 °' 1 1 F- ornmsT I- asEo-._ oo. ' AST-IN-PLACE CONCRETE D W � L) FIN. BASEMENT 511 7" I I FOOTING W/344 EA WAY U_ o I , �- O ; -° o ' Cl) ' &4" DIA STEEL COLUMN J a ' > BASEMENT SLAB 4" o -> > > J J CAST-IN-PLACE SLAB o O I U. I OU J Q I ' TYP ON 6 MIL VAPOR BARRIER 0`4 ; LL O J ti w ON MINIMUM 4"SAND-GRAVEL _ 1 1 ' ' n 0 ' _ 1_n GROUP 1 SOILS. = p ry 1 1 � I _ CD r Z f0 Q \ 0 I K I x -1 O Cl) TOP OF SILL 1 1 w , " M a 1280 SQ FT.FINISHED '�_ XJ Y 1 1 In x ' o � m _ � LL ¢ .M... I 2! OD Sc(n 1 , `o O CV CN , ; N �L On O 1 T_ \ ________ 4 V) INT.FOOTING/COL 2X6 'TREATED TOP OF FDN @ 9-0 I UN EIN. BASEMENT �ti „ , BRACE WALL ABOVE Q _� 4"x 24"x 12"THICK ; ' CONNECTION DETAIL ' q R SECTION R506. 7 S ~ CAST-IN-PLACE CONCRETE coco PLATES ; DET 2 ON DWG-2 I 4" CAST-IN-PLACE CONCRETE � I �� FOOTING&4"DIA STEEL CO AND ANCHOR TYPICAL I SLAB W/6 MIL VAPOR BARRIER "' ,' COLUMN ' 1 BOLTS (3)1-3/4"x11-718"LVL 1 I I , TO CODE ,1 11 1 ---------------- --------------- 1, ------------------------------------ -------------- --- . 5-1/2"x9-1/2"LVL ; --- 1 1/2 REBAR @ 24 OC X 60"L - ------------------------- --------- ----- --------------- ----------------- -- ------------------ 4'-0" ----------------- - --------- -- 1 r -----------------------a ' • ---- ------------ - -- J7 -----_-----_----- ...... --------- I 1 1 - - - - ..-- - - - - - - - - - - - - - - - - - - - - - - - - - _ -,- -+- 1 - , 1 1 1 •- ' ' 4 0 ' OUTSIDE 1 1 1 .-------- ----------- ------------ --------------------------- ---• T-4" ' ' 14'-31/x' ' SLAB LEDGE 8'-3" 8'3" 8'3" I INSIDE J , J FACE FACE ; ; ; EXTERIOR PATIO SLAB ; I I ❑ M MAINTAIN REQUIRED SEPARATION , , , (2)1- 14"x 11-7/8"LVL 1 W 1 DISTANCE FROM ALL HEAT 0 6"4000 PSI CAST-IN-PLACE SLAB , - — _ _ _ — _ - _ _ _ CD PRODUCING EQUIPMENT TO , , iD W/6X6 w1.4/w1.4 WELDED WIRE MESH , ti T " n n n u " " 1 T , cV (� e 11 11 11 11 11 11 11 , U 1 1 I 1 1 n' CD W ' ' COMBUSTIBLE MATERIAL AS PER o ' o ON GRANULAR COMPACTED FILL. 1 x „ „ „ „ - 1 1 1 , 1 x 1 -0 FDN WALL o , 1 1 1 I I e O z MANUFACTURER'S SPECIFICATIONS , , PITCH SLAB AWAY TO DRAIN v 11 11 11 11 1, 11 11 1 1 ,U S , (2)ANCHOR BOLTS `0 0 r� " " " " " " " ' ' ' ' ' ' ' ' co , IN EACH CS-PORTAL ' ' AND LATEST MECHANICAL CODE. Q ' ' ' " " CO ' FRAME WALL ABOVE ❑ Q (p 1 1 LL 1 1 1 - r 11 It 11 11 11 11 11 1 1 1 1 1 1 1 1 --�� i ; ; v 111 11 11 11 11 11 11 ; 1 1 1 1 1 1 , 1 I N i SECTION-SEE (n LIJ v DIRECT VENT " " " " " " " ' ' ' ' ' ' ' ' l j j Furnace , 1 , , , 1 , 1 1 ' DETAIL 3 ON PG 2 ❑ �_ J HEATING SYSTEM i ; ; III 11 / 1, ,1 11 11 (� FOUNDATION LEDGE DETAIL INSTALL IN COMPLIANCE Z) W U W/RESIDENTIAL, ENERGY "' , , 8'TRENCH FOOTING 1 -- ------------------------------ ; Q U) SCALE: 1" - 1'-0" CD EXTEND TO VIRGIN 1 &MECHANICAL CODE f- , 1 SOIL DEPTH ' B ct 1 1 , 1 _1 A M 1 1 , TYPICAL FOUNDATION IN ACCORDANCE WITH CHAPTER 4 TABLE R404.1.2(8) R-30 INSULATE �, ~ 1/2"PLYWOOD SOFFIT ' Z A)12"CAST-IN-PLACE CONCRETE WALLS �? ; ; t3 WITH HORIZONTAL REBAR PER DWG-1 NOTE 6 N ON 36"WIDE X 24"DEEP CAST-IN-PLACE FTG B) 8"CAST-IN-PLACE CONCRETE WALLS ' ° ' (� Plumbing Note: WITH HORIZONTAL REBAR PER DWG-1 NOTE 6 Mechanical Systems g� Q ' ; � AND VERTICAL REBAR PER TABLE R404.1.2(8) , '0 o ; 1 ALL PLUMBING SYSTEMS SHALL BE THE MECHANICAL-HVAC SYSTEMS � o NOTE:PROTECT UNDERSIDE OF PROVIDE#5 VERTICAL REBAR @ 36"O.C.(MAX 41"O.C.) INSTALLED IN ACCORDANCE WITH SHALL BE DESIGNED AND INSTALLED ENGINERED "I"JOIST VI TH THE 36"WIDE X 24"DEEP CAST-IN-PLACE FTG 1 1 , 1 PART VII IN ACCORDANCE WITH PART-V C\1 O F"OLLOWING PER CODE 302.13 MECHANICAL � 2 x 6 ACQ SILL PLATE,COPPER TERMITE 1 1 UNEXCAVATED , 1 Q O F IRE PROTECTION OF FLOORS: Electrical Note: SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND 15'-7'/z' 23'-11'/2' ; TYPICAL GARAGE SLAB ; ; M"'�I � ' 1/2"GYPSUM BOARD ON ENTIRE ALL ELECTRICAL EQUIPMENT TO VIRGIN SOIL AND BE FULL HEIGHT.NO STEP FOOTINGS 1 ; 4" CAST-IN-PLACE SLAB ; ; rr,, M CEILING ABOVE BASEfUENT AND WIRING SHALL BE INSTALLED 1 W/6X6 W4,0 X W4.0 WWM 1 1 F��'I 'd 1 O ATTACHED TO THE UNDERSIDE IN ACCORDANCE WITH PART VIII ; ; PITCH SLAB-1/4"FT TO ; ; M U '� bA � -0 OF THE JOISTS. A MINIMUM OF 75%PF ; ; , , h� ,T, N ;� GARAGE DOORS 1 1 PERMANENTLY INSTALLED FIXTURES 1 1 , -.I 'p I U R302.13;FIRE PROTECTION OF FLOORS: MUST HAVE HIGH-EFFICACY LAMPS. ; O M EXCEPTION:#3, Mechanical systems 1. THE AGGREGATE AREA OF THE TYPICAL ANCHOR BOLT -R403.1.6 THE MECHANICAL SYSTEMS SHALL MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH UNPROTECTED PORTIONS DOES NOT BE INSTALLED IN ACCORDANCE WITH NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST EXCEED 80 SQ FT PER STORY PART V&VI. 9'-0" FND WALL HEIGHT ALL MECHANICAL SIZING PER ACCA ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. 2. FIREBLOCKING IN ACCORDANCE WITH MANUAL"S"BASED ON LOADS 1. Walls 24 inches total length or shorter connecting offset braced wall FOUNDATION PLAN ; 1 24'-9" , ; +- SECTION R302.11.1 IS INSTALLED ALONG CALCULATED PER ACCA MANUAL"J" panels shall be anchored to the foundation with not fewer than one anchor bolt , - ` THE PERIMETER OF THE UNPROTECTED DUCT COMPLIANCE WITH MANUAL"D" 1 1 I�AR10 located in the center third of the plate section and shall be attached to adjacent ----..- ; M C PORTION TO SEPARATE THE UNPROTECTED �� — �� ' ----- --------------- •---------------- PORTION FROM THE REMAINDER braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) SCALE: 1/4 = 1 -O ; ; 1 1 ly/ R303.4 MECHANICAL VENTILATION. PROVIDE FIRE BLOCKING IN OF THE FLOOR ASSEMBLY. DWELLING UNIT SHALL BE PROVIDED 2. Connection of walls 12 inches total len th or shorter connectin •-----------------------• - �t ----------------- -- ------------------- WITH WHOLE HOUSE MECHANICAL ACCORDANCE WITH R302.11 ;-� Q' N offset braced wall panels to the foundation without anchor bolts shall be permitted. 9 7Z VENTILATION IN ACCORDANCE WITH The wall shall be attached to adjacent braced wall panels at corners as shown in 2 ANCHOR BOLTS k SECTION M1507.3 Item 9 of Table R602.3(1). (Fastening Schedule) • - • FRAME WALL ABOVE g�_0�� INEACHCS-PORTAL � SECTION-SEE ,�U nr .14 Cyd` i — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — n I n 0 6X6 POSTS I ( I ROOF OVER R312.2 WINDOW FALL PROTECTION NOTE: Pre-Fab/ Factory Built Fireplaces COVERED �-- TOP OF THE WINDOW SILL SHALL In accordance with chapter i MASONRY BE A MINIMUM OF 24"ABOVE THE FINISHED 10, factory-built fireplace inserts shall = PORCH I Uj FLOOR AND GREATER THAN 72"ABOVE THE be UL listed and labeled and shall be N I ( I W FINISHED GRADE OR OTHER SURFACES installed in accordance with the 65'-s" BELOW ON THE EXTERIOR SIDE OF THE conditions of the listing. Factory-Built 15'-6" 34'-1" 15'-6" ry BUILDING. SHALL COMPLYAS FOLLOWS. fireplaces shall be tested in accordance 3'/1' 'rz' O R312.2.2 WINDOW OPENING CONTROL DEVICES: with UL 127. Hearths shall be installed in I ( I WINDOW OPENING CONTROL DEVICE SHALL accordance with the listing of the � ( TW30410-2 .. . COMPLY WITH ASTM F 2000. THE OPENING Fireplace & in accordance with code _ _ _ _ _ _ _ _ _ _ _ _ _ W DEVICE AFTER OPERATION TO RELEASE THE for Hearths & Hearth extensions. � TW30410-2 J\. FWG120611 4 SAAS ( TW3032-2 — — — — — — — — — — — — — -t �r DEVICE SHALL ALLOW THE WINDOW TO All Fireplace shall be equipped with an L FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 exterior air supply. Exterior air ducts I Q I N shall be UL listed. Factory Built Chimneys I �, 11'-23/4 11'-2'/4 shall be in accordance with chapter 10 Section R1005 Factory Built Chimneys. [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy I \ Carbon monoxide detection shall be installed in a central or otherwise approved I TYPICAL 14'-81/2" 22'-5Yz' I 5'-0" 5' 0" 2'-0" 15' 0" I HDU2 location in each occupiable space in a commercial building and within 10 feet of O p p e 5/z' HOEDOWN the entrance to sleeping areas and sleeping units in residential buildings I ' , 3,/,� 3'/I' I � � /1 and commercial buildings that: c I I 1. Have a communicating opening with an attached motor vehicle related occupancy, o, N , ' W LL 2. Share one or more common walls with an attached motor vehicle related occupancy,or Bedroom #3 I 3. Are located one story above or below a motor vehicle related occupancy. r. \ \ 9'-0"CLG HT I O UL LISTED GAS \ PLASS B FIREPLAC\ G I O DOORS& Bedroom #1 0� _\ � HEARTH EXTENSION � �- /o � 0 AS PER RESIDENTAIL N o KITCHEN 9'-0"CLG HT I CODE-CHAPTER 10 FLAT CLG Ory3: / I \ VENT TO EXTERIOR ,\ ' @ 10'-0" `\ l LL LO LIVING \ I / I co( \ ROOM `'+moi � I FLAT CLG ' `\ @ 10'-0" •` ' ' 40' � N ` 4 o O / I oyrnp� °' � `o °D '/' O _ E n��° -0 ��M I o ° c `O O I l C V C C N V IN 13' 9" \ 4'0" POST O / WALK-IN I `° °' a ° °' °o � m $ ° CLOSET , = a U N Y > nY `° 8 N 2 c o m Unfinished 2nd Floor I \ y y= Los 0 a 2 c� ,� g oc � V-6" 21'-31/2" 2'-10" 3' 0" T-4" 4-0 o a ° .0 ° ° a° Y I \ - � m a�. rn w rn rn m I Dl N._ - N C: Storage Only I 3'-4"� � 3,' _ N � I �, � _ I - ° IIS 9' CIgHt a co I LLC �� N83oE , I a� C � �L O CMU O I I M 2 C'�'O w C E 2 C N o ' 0 nn 4'-0' 10' 8'/x' �NC:c Q �Lnom, - — -- —__ - — L— —-— - —1 7' - —-— —- _ - — - —� I 3,/2, M I °c o �� L� af°i Z: m F � ,n m aT F cu E 'I CL T-8" 6'-6'/z' T-1„ 0„ = fan = ° T-0'1 3'-0' I N ® ALJ II CUSTOM SHOWER ILO 13'-9" 21'-31/2" o o = Open to I N 3Y., I GUARDRAIL below I fan I 12'-7Y,. I , 0„ O 4'-0" 6'-11/x" ' 15'-0" �r01 S '01 C) 3/ - 5 co I I I I I I I CLOS ` \ C7 I I I I I I M , =N ,-O" O I I 2'-8" I I I I I I I I 1 I ' I I I I f I I I I I fT7 N I I I I I I I ILLU O 2'6" \% FOYER I DINING RM I VENT CLOTHES DRYER -^- -- 4' IN ACCORDANCE WITH / fa fan zN o CHAPTER 15-CLOTHES I FLAT CLG ® F I I I I I I I 1 i TH L � I I I I I -io 12'-2" l o DYERS EXHAUST. C? @ - ------- to I I I `° PAD o I o 9-1/2"DROP 3-2x10 BEARING 3 OUT WALL 4'-1,/z" LIN FLUSH DOWN I ' \ WALL c I I =N I I I I TRANSOM ABV TW28410-3 - -_-- CW235 IN DORMER 5 T I UP I I oN M M �° COVERED M / RAILING WI I PORCH I I I I I ti bgl o MASONRY / I c� O F- 1 Nal N O W I DOWN L„ U Z I I I I I N Bedroom #2 I ' O I ' I y/ Q I 9'-0"CLG HT 4 — — — — — — — — — — — — — — — — — — — — I I W Q H � in '� I I ( I = U) W o N I ' 14'-8'/z' J ----- ----- rJ --- 3'-0"---- ZOOM ROOM I I N STEEL DOORINSULATED , CORE -- ---- - < W C/) Q REFER TO DWG-6 FOR I 13'-1" 20-MINUTE FIRE RATED DOOR. I LL RAFTERS AND JOISTS I I SHED DORMER ABOVE I o EACH WEATHER STRIPPED = _- � W/SELF CLOSING DEVICE. I —� N , o I- — -i - — J 9 I i H I co L — — — —TW30 — 2— — — — J A ' Q - — — — J o GARAGE co ' � II DWELLING GARAGE Lr) 1 9'-0" PLATE HEIGHT M SEPARATION IN ACCORDANCE WITH w I 1ST FLOOR PLAN TABLE R302.6 W F- SEE DWG-1 FOR TABLE 0 0 O SCALE: 1/4 1 -011I INSULATE WALLS m a 0 I I [�] =N COMMON WITH LIVING ¢ z REFER TO DWG-6 FOR ROOF FRAMING AREA Lu N W 1 N 9 a AND WALL BRACING PLAN I N 0 TW2846 I rn I o < i AREA SCHEDULE _ 7 1i Cz NAME AREA kn TJI 560-14"-Ceilin Joists 16" OC N 1 1 FIRST FLOOR AREA 2989.7 sq ft. o ; 1 U �= a 00 WINDOWS, EXTERIOR FRENCH & SLIDING DRS GARAGE AREA 595.5 sq ft. I 1 o 2ND FLOOR ROOM ABOVE GARAGE PLAN Plans indicates ANDERSEN series 400 Tilit Wash I U LOWER GARAGE WALL SCALE: 1/4" - V-0" Model Numbers and shall be In accordance with R609 I PLATE SEE GARAGE SECTION 1 N � To be designed & installed as per manufacturers I o OND DWG-9 _ 1 specification for 140 ultimate design wind speed I in ------------------- -- specification ----------------- - and IRC Table 301.2(2), 301.2(3) 5'/z' J 1 25'-2" Provide HP LOW-E4 glass; U = .30, SHGC = .30 ' _ - - J e -,. 7'-9-1/4" WALL HT 7'-9-1/4" WALL HT EGRESS: shall meet R 310 I ��© � WINDOW FALL PROTECTION: shall meet R312.2 � -- 1 = 13 Substitutions made upon meeting Code. 2'-10'/," 9'-9'/." 3'-0° See page one, general notes for additional L _ _ TW30410-2 — J code requirements. _7, 23'-111/2" — — — — — — — I W 3'4" 15 /' 8'-0" 10'-1" 8'-0" 01 69'-0" 018 ®@ 'R, 4'41 I 13'-4" I 47'-8" I 4'-0" r - - - - - 1171(2)1-3/4"x11-7/8"LVL - - - (2)1-3/4"x11-7/8"LVL I - - - - -(2)1-3/4"x11-7/8"LVL - - - - - - - - , I , I I I C7' ( I � I a 1 COco o � JI 0034'-1 ti 6-0" I ¢ I I Lu 2x6 Cla Jst a 16"oc I w BRACING METHOD 1 ,2x6 Clg Jst lad 16"oc ' , ' I � ,2x10 Rafters @ 16� �'� ,2x10 Rafters 6D 16"oc I I 0 2x4 Collar tie 16" oc R E 2x4 Collar tie 16" oc. J CS-WSP CONTINUOUS SHEATHING I I I I WOOD STRUCTURAL PANEL @ N J 1 > 1 1¢ -, O DETAIL #1 ON DWG-2 ( I I �o I c cxvl5 CS-P F CONTINUOUS SHEATHING ' 1 N ,5 w N'0� U) v 1 .► PORTAL FRAMEI I c"' („ X I� `4 I D ''? c� DETAIL#3,DWG-2 I N M a I I W .. I 6:11pQ, p0 I TW30410-2 Q GB GYPSUM BOARD I48"CS-WSP TW30410-2 I ` 48"CS-WSP 1 FWG120611-4 SAAS I `�!�� 48"CS-WSP TW3032 2 I A8"CS-WSP! f 4g"CS WSP ♦ ' 1 1 BRACED WALL NOTES: x -L AILS - I 3-2x10 (3)1314"x 14"LVL 3 2x10 3-2x10 , REFER TO DET ON DWG-2 , , U FOR HOEDOWNS,STRAPPING,BRACED I ` ° WALL DIAGRAMS AND DWG-1 I ♦ I I ry N z 2 FOR NAILING SCHEDULE. ALL BRACED X WALL PANELS SHALL BE FULL-HEIGHT BWL 1-1 ` � � � � I BWL 1-1 SECTIONS OF WALL WITH NO VERTICAL - - - -I- - - --I- - - _ _ _ - _ - _ - _ - _y_ _ - _ - _ _ - _ - OR HORIZONTAL OFFSETS. , BWL - - Brace wall line I �♦ ° 0 0 �, 2x10 Rafters (a) 16"oc � o/ o ,� TYPIHDUCAL LL d, O Bedroom#3 O -�� 2x10 Rafters (c� 16 oc KITCHEN o v ' t o - o I FRAME OVER I 10'-0"Clg Ht Nti o = o I L� 9'-0"Clg Ht � 1 ` GABLE FR GABLE OVER a� to CO o / I HOEDOWN /1 M ' `- Bedroom#1 , �,/J ♦ I O o I 9'-0"Clg Ht I m a� a� -0, 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH ♦ c co v W ^ 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 13 I Co _ o I ` N ( ,/ � E- M / I o _ / 0 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 Cl) , `v, o U U , d+/� cii / O � I O Q 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE I .�� o X °� 1 U U ' ' Of Lu SHALL BE OFFSET NOT MORE THAN 4 FEET. > N X N o W N o 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL I `C, N I 0 0 -' � I / � F- -' x / � O 2XB iv THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ' .<� ' LL U Q o U o � �q N N '� , g-RIDGE �'�I 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH I I ` I p o ` ' / ZD 0 p ° ' / ♦ I O IJP END OF A BRACED WALL LINE I yip U p ao •` I / p 0D " 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ' • _ � �_ _ v m PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ( ` I _ �- ~ Ua I- 1 x U R602.10.2.2 O -� -� }, _ ._ Q " I 2x10 Rafters n 16"oc F- 0} a? '` /' w F- o w N \11 N I ^ M k I v Q rr c > c`o I F-LL e�/ 1♦ L1,. W a� N I I N ♦ ' W U J �. • I W U LIJ C) J ek / ♦ I y r - -� I ` -' NDN LIVING ` , / O Jim X ' o LL y C m X • Q co X = N I o v I c m y ♦ ' x 0. 10'OOOCIg Ht _o O N p , ♦ N N rn m m �� o f m ♦ ♦ I N p X p / ` I ° rno v c o 0 O= N ' o co i c c Z a o y -C' m W BEARING I c o (D o O U U ..• O ` I LG 0A?, 0oymoo IN 1 ` 1 ABOVE I I aciCL ,� = aYE ° N - - - - - - - - - - - - - - - - - - - - / U�O CO r♦ ' / ♦� . I - ..�-`... . .- - - _- -_ -' 2x10 Rafters @ 16"oc I ' I o 0 0 g a r w POST 1 -1-3/4"x 12"LVL RIDGE BM (2)1-3/4"x11-7/8"LVL DROP POST POST POST 1 N rn a m°� 0 o �o / \ Q/ I I I I I ' I I r� o_ o- U o a ° o C u.N c m U UD 00 A IZ GE ♦ oo r cf • ' II ' I 9' 0"CLGH • I ' I v ° vi umE � UOy I I cU �.c � ¢w c m c m o U) O .o ' I I 1 POST POST ,/ a I v °c o L c a°i _ BWL 1-2 o o . o o «= r. POST � o o _ - _ - - - - - (3)1-3/4"x11-7/8"-7/8"LVL DROP - - 1 H v y m H m E n._ o a ca ca - - - -�- - - - - - - - - - - - - - - 2 2X10 � 1 - - -I - - = o 1 �n O , o N U U FLUSH o I U / V N x C\1 1 ci N 1 BEARING RAFTER 0 w zo WALL ABOVE I !/ N y 1 w I F- DINING RM of t FOYER a 17'-1.5"Clg Ht F_ A wl ' O o SLOPE I ¢ p' ' I ROOF M KNEE WALL , O N WALL ABOVE M 3-2x10 N I z o ` SUPPORT RR I x J o BW 1-3 I - - - - - � - - - - - - - N' - - - - v- - - - - � - -�' cy I BWL 1-3 O Io I I BEARING DORMER I I ^ry nl C) ,x I ` WALL ABOVE I rvk" I� Icli C0 9 N Bedroom#2 I I 1/• 1 ' °� 1 3 1-3/4"X 9-1/2"LVL I I� o o GB METHO o o M I I 9'-0"Clg Ht I ♦ I 3-2x10 1 ( ) 1 3-2x10 , ' , N I ( TW28410-3 68"CS-WSP o I B ALRIIVG 36"CS-WSP I BRACED WALL PANEL 1 2x10 Rafters 16"oc �♦ I SHED DORMER ABOVE o ,/ N ' UP og N,I a 2x8 Ceilin Joist 16"oc o N RAILIIII M I w D PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-A 1-B 1-C 1-D I cn I �♦ 23'-11'/z' "' , p o LU 2x4 Collar ie 148 CC I yl o I- 1 1 7 1 I I I I 1 1 X Oy N O TABLE R602.10.4 page 1 B5 BRACING METHOD CS-WSP GB CS-WSP/GB CS-WSP/CS-PF GB CS-WSP CS-WSP CS-WSP GB CS-WSP I U Z i i i i i i i i i' N o�I d z 1 I I I I I 1 I I Nfl CV w (2)1-3/4"x11-7/8"LVL =' ti DOWN 1 �I 0 BRACING LENGTH 30.5 24.25 30.5 26.2 15.6 14.83 47.66 18 47.66 13.33 cel I M 1 1 1 1 1 1 1 1 � ^ <C p 1 1 1 1 I 1 1 I, 1 1 1 1 1 1 1 / U' IJ TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH inches 27" 48" 27"/48" 27'/27" 48" 27' 27' 48" 48' 27" N ` �of � NI e� i i 1 I (q LIJ `7 0 ED J p9 (inches) INI - - - - - - - - - - - - - - - - - - - - -- ---_---- Q TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7 11.7 14 5.8 8 4.5 11 5 22 4 BWL 1 4 � I uai -----______ � D LU U - - - - - - - -I-- L - - - - - - - - - - - - - - -+- - � - - - - - � � --------- - GB METHOD I v ( rn Q � (A TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c I I ' -- -------- 1 -I- , 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 v I - , T� I -- - V1 d• � � •---- ---------- � BWL 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 1.1 1,1 1.1 1.1 1.1 1.1 1.1 I S-WSP 2-2x12 CS SP � - ---i �- - - - - - - - - 1 - - - r- - - 1 - - - 1 1 - p - - - 'IT � o I 1 I 11I " 3. WALL HEIGHT .95 .95 .95 .95 .95 1.06 .95 .95 .95 .95 I L S_PF TW30410-2 CS-PF 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.45 1.45 1.45 1.45 - , GB METHOD �, I , CONTINUOUSLY SHEATHE TABLE R602.10.4 ` Cl) I PORTAL FRAME.SEE DET 3 I 7"O.C.AT PANEL EDGES ' Q 5. ADDITIONAL HOEDOWNS ON DWG-2 AND 1 INCLUDING TOP AND I m I J I I I 6. GYPSUM BOARD OMITTED FIGURE R602.10.6.4 BOTTOM PLATES,7"IN FIELD , I ALL HORIZONTAL JOINTS 3'-0" 3'-0" BLOCKED AND 0 ' j ( � Lu 11 N 7. GYPSUM BOARD FASTENING .7 .7 .7 .7 1'-8 1(16" FRAMING CONNECTIONS I I m d� I [ , I AS PER DETAIL 2 ON DWG 2 I , ; ¢ x °- 1 1 -•' I RESULT REQUIRED BRACED WALL LENGTH (FT) 11.7 13.7 16.4 9.7 9.4 8.4 16.66 7.6 23.3 6 I I ( 1 ; w I r' w 1 o q -k �:E N to „ rn � Of U) TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 5 p ` I r V o O PER PLAN BRACING LENGTH PROVIDED (FT) 20 19.75 23.66 11 21.5 16 35 9.75 30.5 31 ' w N I ¢ �" '-' ct f o I 2x10 Rafters a(7 16"oc, I ,2x10 Rafters 6D 16To > Ua "c' 2X6 CEILING JOISTS#16"OC `�' ^" M '0 COMPLIANCE YES I N0 Y Y Y Y Y Y Y Y Y I I I N Cl) I 2X4 COLLAR TIE @ 48"OC I ; I N I U ap 0 t , � p,y bJJ O - a.Linear interpolation shall be permitted ' ; I N I 1 1^®•1 r�r ) N V b.The total adjustment factor is the product of all applicable adjustment factors. I I I ( I 'A ( I I � � � c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines �? 1 O M provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. I I ` i ' 1 -- J o J `O I I I BWL 1-6 ABBREVIATIONS; BWL-BRACED WALL LINE, - _ _ - l _ - _ - _ - _ - _ - _ - _ - _ _ - _ - _ BW=BRACED WALL, m m ' - -} - - - - - - - ---- -------I --------_ -1- `-r" N - - - - - - - CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL I I l a I I c I 11 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION , , o , a 1 _ Cn I , ^ - ' ARM, Jnr! 4' 0" 10'-0" 1 1'-71/2 8'-0"CS WSP j 81-01,CS WSP ROOF FRAMING AND WALL BRACING PLAN m , TW30410-2 SCALE. 1/4" - 1'-0" I L - - - - - - - - - 4'-0" 4'"0ol I ^q Ga y 12 12 z w 12 0/ 12 0 �- 12 12 ^ z 7 � � 7 w z ci 11 , I <C j j 0 r U Top of Plate — L.t_ LJL U) U- a � w0 zn O � n z -- --- - ----- - --- 0 fl ' Top of Subfloor _ _ _ — r1010 0 O Topof Foundation y..,.. ..,.< __. . _.-.N .,..,y ..µ.W...._.. �. _.b.... .w� .A.... .W W...,a .� .. x_,_..... _tiu .� . ...M. 0. w - — - .W rrr = T C �h I I14 I IIS I I I III I IIII I II, I I ' E mN III I IIII I III III I IIII I III I rn� 2 E. IL .L _ JIIL _ _L _ JI I I I IL _ _ JIIL _ _L _ JI II III I IIlI I I JIII IIIII (III rI _TI — III mL.='=O Ucc aVmai-crn�a "yU OUcTO CCm OOU , REAR ELEVATION CO, D- 00O LLL JJ LL Ji, LLL=_L= JJLL =1= r U 0a EMERGENCY ESCAPE .0 YEMERGENCY ESCAPE SCALE: 1 /4" -011 E _ AND RESCUE AND RESCUE ' ttm WINDOW WITH WELL WINDOW WITH WELL N�12,w `6 OY3 1 Top ofFootinq - - - - - ' — — �- — — — — — — — —' — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LL C N� 00 L 3 . T N 01 In w _ C L — — — — — — — — — — — — —' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — I— — — O C O U = O Q U O C .m.. O O U C m C m L?•U N � U(6 Emc = C(� N. N _ f0 U O t ` m C a E CO m'O m O U � ° u'im5 � cuE8..EOma. 12 12 TOP OF ROOF 12 12 SHINGLE SIDING 5-1/2"TO WEATHER , _N 12 12 3 P \N SHINGLE SIDING 12 5-1/2"TO WEATHER W 12 o O cV Z N 12 2,-6" p Q _ U J CD W Q <( tY s O N Ta►1 Top_of Platen 1 T-GARAGE — o 8 INCH HORIZONTAL HARDIE-SIDINGLi MI�. To of Subfloor c)p of Foundation Top of Foundation H ¢ c v 1 1 1 I I I I b10 c C .� ct kn FRONT ELEVATION ' cn+ I I SCALE: 1 /4" = V-011 ,J -� D '— — — — — — — — — — — — — — - -' - - - - — - - — - - - - — - - — — - — — - — - - - - — - - — - - - - — - - — — - — — - — — ' — — — — — — — — — — Top of Footing_ ). it 019 Z W a �- 12 W% z Q7 W .. ASPHALT SHINGLES 12 Q SHINGLE SIDING SHINGLE SIDING 5-1/2"TO WEATHER 5-1/2"TO WEATHER 7 a U ate of Plato - - - - - - - ,� a ASPHALT SHINGLES LL I 'Q - W o v, W a a] 00`1 I INCH HORIZONTAL HARDIE-SIDING 10 a r Top of Subfloor — _ _ _ CK a Top fFou—ndat.io—n . . — 0. 00 -L uml I r --I 1 1 1 E cc i I I RIGHT ELEVATION ; I I o 1 1 1 1 Lr C .L.. E L A N•p O+L-� 1 1 I I 1 1 1 1 1 1 C C d O QE O N ' I SCALE: 1 /4„ = 11-011 :----.- ----- I I :----- ---- I ' 5 ° a N ° 1 1 1 1 C U 1 1 I I I I v sa �, °C., s � Qo DOW WELL WINDOW WELL m8. 12 TYPICAL WINDOW I I TYPICAL 1 1 C O I a° C (D- M. 01 Top 2f FOotln� — . — . — — — — — — — — — — — — — — — — — — — �—' — -- — — — -- — — — — — — — — — �- — — — — — ' — — — — — — — — — — — ' c t,c � m N m No N - L =_ CI - - — - - - - - - - - - - — — - — — — - — — - - - - - - — — - - — — - — — — - — — - - — - - - - - — - - - - — — - - — - - — — - - — — - I — - - - — - - — — - - a _ O.� C :2 "S O C O C O a' V O O O 'O w C N C N C — E U O d N =.N N@ V L C h N.0�^ Q N C N C N O L C d E f0 N•O c Up U.L.. E I- uU) Er F= mEEL c- TOP OFRCOF - - - - - - - - - 12 12 7 12 0 � 7 w 12 0 12 z 7 z 7 < ¢ w w w � J W U Top of Plate _ — _ co_ .k, Lo ct o Top of Subfloor — — - - 8 INCH HORIZONTAL HARDIE-SIDING � a Top of Foundation W . �.ti.._ _- ... �.. ,..r .. .�.. E�+ E—i ¢ cz Lam. I vii _,�J� _I. i M Q�) M ..� U -o oo I II I I LEFT ELEVATION I I I I Q x N SCALE: 1 /4" = V-011 �FtED A I I I I I I I� TopofFookinq - - - - - ' — — — — — — — — — — — �' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —'� — — — — — — — — — — — — — — — — — — � + �� ® tiN a —I— z = r 1_ .macOpN ;s RIDGE BOARD R905.1.2 ICE BARRIERS; ONTINUOUS RIDGE VENT SELF-ADHERED POLYMER MODIFIED R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENTAND BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULE R806.3 RAFTER/CEILING JOIST HEEL ALL ROOF SURFACES TO A POINT NOT 12 MIN. 1"AIR GAP JOINT CONNECTION LESS THAN 24 INCHES INSIDE THE BETWN INSULATION SHALL BE NAILED Z EXTERIOR WALL LINE OF THE BUILDING. 3 AND SHEATHING TOGETHER IN ACCORDANCE ROOFING ON ROOFS WITH SLOPE EQUAL OR GREATER WITH TABLE R802.5.2 THAN 8/12,THE ICE BARRIER SHALL ALSO BE 2x4 CT @ 48"oc EE DWG-1 FOR TABLE) SHEATHING RAFTER APPLIED NOT LESS THAN 36"MEASURED ALONG 12 _ WITH SIMPSON H2AAT EACH �0 THE ROOF SLOPE FROM THE SAVE EDGE OF THE 7 \ ry RAFTER TO STUD. BUILDING R806. ti Q MIN. 1"AIR GAP BETWN INSULATION 0 > FASCIA AND SHEATHING .° R-30C BATT NAILER BLOCK INSULATION NAILER BLOCK \ .. FRIEZE BOARD FILL ANY GAPS UNINHABITABLE ATTIC 2x4 RI 16"oc OFFIT WITH SILICONE CAULK ` WITH LIMITED STORAGE BEARING WALL 12 COR-A-VENT \ 7 .J S-400 STRIP VENT COR-A-VENT j 2x12 CLG JSTS 11 y 11 S-400 STRIP VENT Top of Plate 2xs CJ - WOOD SIDING — — - — - - — R-38 BATT 2X12 BRIDGING AT OOD SIDING WALL INSULATION 8' 0"O.C. < 0 L1. �/ i. o ® ® R-21 BATT WRAP HEADER IN I ' ' INSULATION AZEK BOARDS W 0 o rrnn LJL COR-A-VENT S-400 STRIP VENT FRIEZE BOARD SCREENED ) FAMILY VINYL SOFFIT ON v! O APPLICATION WITH WOOD SIDING PORCH ROOM DINING FURRING STRIPS O n NTS ENGINEERED ROOM �- FLOOR .- JOISTS ry Top of Subfloor p o Tof Foundation - - - - - - - �.e �.s"77 as; 21 BATT LVL GIRDER i INSULATION R302.13 FIRE PROTECTION OF FLOORS: b Aa PROVIDE 1/2"GYPSUM BOARD ON ENTIRE a CEILING ABOVE BASEMENT ATTACHEDi ® ' R-11 BATT TO THE UNDERSIDE OF THE JOISTS. e,e a.. E-0 `'' INSULATION b°: M N '': C? g DRAPED ON m 0 o'- ` CLEAR LEXAN GRATE COVER :` ° :a , WALLS u t e o y of a)(D - um o o.o m OR STEEL SAFETY GRATE b• -b•• 9 ,b• b• 120 o ct. w UNFINISHED d' p°u 0 A°• °• �f6 c N•,o�� O LYcon WINDOW WELL PANELS MUST I.. ' BASEMENT oLc EXTEND 4"ABOVE GRADE LEVEL SLOPE GRADE LEVEL AWAY FORM WELL j aC O m o 2 nTYR BASEMENT SLAB a� m Ya v BILCO ESCAPE WELL OR EQUAL P c c ' .• •• •• uc-1 a� c c 3 v' Y. ° .: ' C U O.0 a).Ow To ofFoot_ — _ _ _ ° m �n2co as � oc DOUBLE `fo.• •..►;�•�<,,. '..qo o o 0 INSULATED ESCAPE LADDER OR STEPS y n 01.0- WINDOW n �� N L n m WINDOW WHEN HEIGHT EXCEEDS 44" ca �.0.c c c o�C) a•E O = [1 C C O N.0 0 0 3 0 0 NING ui TOP OF AT LEASTI12"AROUNDIALL SIDES STONE 0 .N m E m a y :D Cn StLL OF WELL.FILL TO DEPTH OF z.c Z Q N c a LL WCC R302.13 Fire protection of floors. m - 0-E m 0,0 y a °s FOUNDATION FOOTING Floor assemblies that are not required elsewhere in this code to � n m 5 i o E a `o a Q Lu VERIFY CLEARANCES p be fire-resistance rated,shall be provided with a H '/�-inch gypsum wallboard membrane, � N WITH MANUFACTUERE SECTION %-inch wood structural panel membrane, `r o TYPICAL ROOF CONSTRUCTION or equivalent on the underside of the floor framing member. SCALE: 1 /4" - 1 �-O" — Class A Asphalt Roof Shingles w/ — Penetrations or openings for ducts,vents,electrical outlets, PROVIDE FIRE BLOCKING IN lighting,devices,luminaires,wires,speakers,drainage, CONTINUOUS RIDGE VENT fasteners per manufacturers specification ACCORDANCE WITH 8302.11 piping and similar openings or penetrations shall be permitted. RIDGE BOARD and 2020 NYS RC OF THE RESIDENTAIL CODE. Ice & Water barrier as per section R905.1.2 Exceptions: A WALL E:1ECTION THRU. WINDOW WELL 8802.3.2 COLLAR TIES (Note: Double underlayment is required 1. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904, 1-1/2"= V-0" SHALL BE NAILED with 4-10d for (Roof slopes between 2 on 12 and 4 on 12) NFPA 13D,or other approved equivalent s rinkler system.stem.BOX NAILS IN ACCORDANCE Framing AS per plans with 1/2" exterior grade FASTENING SCHEDULE 2. Floor assemblies located directly over a crawl space not intended span rated structural plywood Sheathing, for storage or fuel-fired appliances. Nail to framing in accordance Fastener 3. Portions of floor assemblies 2x4 CT @ 48"cc Schedules & Strapping per detail sheet(s). shall be permitted to be unprotected where complying with the following: N1102.2.3(R402.2.3)EAVE BAFFLE 12 12 Flashing per R905.2.8 3.1.The aggregate area of the unprotected portions does not exceed FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, 80 square feet per story A BAFFLE SHALL BE INSTALLED 3.2.Fireblocking in accordance with Section R302.11.1 is installed along ADJACENT TO SOFFIT AND EAVE VENTS. 12714o 12 TYPICAL SOFFIT CONSTRUCTION. the perimeter of the unprotected portion to separate the unprotected BAFFLES SHALL MAINTAIN AN OPENING EQUAL �� portion from the remainder of the floor assembly. OR GREATER THAN THE SIZE OF THE VENT. 12 overhangs-typical THE BAFFLE SHALL EXTEND OVER THE TOP ® ® 6"Wood fascia & 6" Wood rake boards. 4.Wood floor assemblies using dimension lumber or structural composite OF THE ATTIC INSULATION. " lumber equal to or greater than 2-inch by 10-inch nominal dimension, TO OAT IC Trim in aluminum or use azek" or equal TYPICAL FLOOR CONSTRUCTION or other approved floor assemblies demonstrating equivalent fire performance. RAFTERICEILING JOIST HEEL �/ ��ry Metal drip edge per R905.2.8.5 3/4" Plywood Span Rated Subfloor, o JOINT CONNECTION o Fully Vented Vinyl Soffits Glued and Nailed in CD ~O SHALL BE(JAILED cV TOGETHER IN ACCORDANCE -30C BATT 00 accordance with the fastener schedule. N Z WITH TABLE 8802.5.2 INSULATION ZOOM TYPICAL EXTERIOR WALL J Bridging p (SEE DWG-1 FOR2.5.2TABLE) Floor joists an rid In as per Code. Cl) WITH SIMPSON H2AAT EACH 9� ROOM _ 2x6 Doug-Fir Wood Studs @ 16" oc. H Q RAFTER TO STUD. INSULATION SCHEDULE W LU W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�O Top of Clg Jsts _ _ 2x10 @ 16"o� �, Double top Plate and Single Sole Plate. J Top of subf�oor _ 1/2" exterior Grade - Span Rated shall comply with Res-Check w v Continuous Structural plywood I ood Sheathing insulation requirements Q U) _Top of Pla a at Garage _ _ _ =a Fastened per Fastener schedule. TJI JOISTS N tyvec House Wrap or equal. Location R-value Thickness ® ® 38 BATT Vinyl or Wood Siding as per clients selection Flat Clg * R-38c 10-1/4" INSULATION installed per manuf specs. Vaulted Clg R-30c 8-1/4 o Cont. load path strapping installed in accordance Floor(unheated space) R-30c 8-1/4" 1with drawings. Provide Fire Blocking in accordance Floor(outside air) R-30c 8-1/4" 0 CP ti with R302.11 & R302.11.1 and Exterior 2x6 walls R-21 5-1/2" 2 CAR GARAGECo Draftstopping per 8302.12 & 8302.12.1 2x4 walls R-15 3-1/2" y air seal walls to pass 3 air changes per hour TYPICAL FOUNDATION CONSTRUCTION Above grade attic walls R-15 3-112" _ Top of subfloor — — _ _ — _ _ — _ �ac.cordanr -with chapters _ — _ — _ — _ _ — _ _ All Glazing U = .30 SCGH: .30 30N0 psi Air Entrained cast-in- lace concrete Doors-less than 50% glazing U = .40 [—� C a Top of Foundation Door-more than 50% glazing U = .30 SCGH: .30 .� . wall on cast-in-place Concrete Wall Footing per - -� R403. refer to Foundation Plan for footing size & w o thickness. Concrete Horizontal and Vertical Mechanical Specifications: Z da b Reinforcement per Chapter 4. & gen note #6. z One Energy Star bath fan with an H ° Damproofing per R406. 2x6 approved electronic programmable timer � M treated Sill Plate, Sill Seal And Termite shield per "MI U "0 o Section R318. Anchor bolts per Foundation Plan Other Specifications: b.• d and R403.1.6 • Z o o rq • Windows: U< 0.30 SHGC< 0.30 100% high efficiency lighting (CFL's or LEDs) Q� ,ti INTERIOR WALL FINISH • <- 3 air changes per hour Provide 1/2" Gypsum Wall Board on ceilings • >-All Energy Star appliances _ a 4• and walls except basement walls & clgs - unless ckED A,q SECTIONEil noted. Min 1/2" Moisture Resistant Wall Board on R403.6 Mechanical ventilation shall be provided that Ceiling and all walls in Bathrooms (humid areas) meets the requirements of section M1507 Fig o�,`� k CG,iNF��► SCALE: 1 /4" = 1 -O�� and 5/8" cement board on walls and ceilings in wet areas. . Provide 5/8' Fire Rated gypsum wall Board on walls R403.7 Heating and cooling equipment shall be , x and ceiling located as per code, manufacturers sized in accordance with ACCA manual J by a : requirements and drawings. certified third party rater. ,. ��0 �� 1 Z W fes/ LJ� 0 z W z L11z U W z0 < ry z � o < 0 U r) L w / W ry LJL � W 0 0 z 0cj� �: 0' 0 0 Iii co F— y N c E'En c y 0 _ Eh 0 ° c b N 2 2 ° O O L ", u N ASPHALT SHINGLES g �, o o 2_4 T L O -Q C pCQ a O C f0 f0 C O Q O O_ to Y O m N y C` aciy � co m•� a• 0 c3 CONT.RIDGE VENT oO- cou:, mow? w. rn - E s c L r c C N O O E U C O w O O •O �N, C E `• N AN N.0 Qto c N C G7 O LcoEm m'a F- V W l4 O' F- 2 E 0_.E O a ASPHALT SHINGLES F- Z w w tD 0 F- W z Z > o O O N z � � Q ofl) W U J Q U) �f 1 SOLAR ENERGY SYSTEMS CHAPTER 23 & (R324) ct SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE � W WITH CHAPTER 23 AND THE FIRE CODE OF NYS. ROOF PLAN U SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. r-r PANELS SHALL BE LISTED AND LABELED PER UL 1703. • SCALE: 1/8" = 1'-0" � r�l ,.a P"o cMa 00 c cz ct SOLAR READY ZONE: on �i T a4 IN ACCORDANCE WITH APPENDIX T THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE. JVD ROOF AREA ORIENTATION SHALL BE BETWEEN c'� `f"A 110-270 DEGREES OF TRUE NORTH. ` CONSTRUCTION DOCUMENTATION g CERTIFICATE REQUIRED PER T103.10 4 I'll 0 s `i APPROVED AS NOTED (ELECTRICAL INSPECTION REQUIRED DATE: 2 B.P.# FEE: �Y: NOTIFY BUILDING �,_.PARTIStEIVT AT 765-1802 8 AM TO 4 PM FOR THE ""USS PLACARDING REQUIRED FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONST '.;;''^n' MUST PLUMBER CERTIFICAT1Olr BE COMPLETE ON LEAD CONTENT BEFOF, ALL CONSTRUCT --. ;-:ALL MEET THE CERTIFICATE OF OCCUPA�,.. ; REQUIREMENTS OF Tris CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER DESIGN OR CONSTRUCTION ERRORS. SUPPLYS.YSTEM,CANNOT EXCEED 2110 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMING! AS REQUIRED AND CONDITIONS OF 'ALL PLUMBING WASTE &:WATER LINES NEED .— I �a T—O—TING:SE50RE COVERING Sol G OI P T�VlN PI ANNINO BOARD ,!!14— J� nWN T___RI TES DO NOT PROCEED WITH FRAMING UNTIL SURVEY. ,OF.FOUNDATION LOCATION OCCUPANCY OR HAS BEEN APPROVED:, USE IS UNLAWFUL Must provide Manuals )WITHOUT CERTIFICATC r), j ands as er OF OCCUPANCY NYS Ene gY Code Blower door All exterior lighting and ductwork Installed,replaced or aired testing required. 'J:�A1N STORM WATER RUNOFF rep shall conform to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE, GENERAL CONSTRUCTION MOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND Uninhabitable attics without storage DESCRIPTION 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Inches Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub with or without shower head ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundationBidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOENAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON 2. Written Dimensions take precE:dence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (one Or two traps, With Or Guard in-fill components 50 4 RAFTER HEEL JOINT CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR FACE NAIL TO EACH RAFTER 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub one or more compartments) OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON(3") 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( p ) Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 Electrical certificates are to be provided the electrical contractor. showerheadS and bodysprayS) 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 m and less 1-1/2 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 gp 3-16d BOX OR 7 m U m be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5. gpm p t0 12.3 gpm 2 2-16d COMMON END NAIL 0 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING Q TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 i6d COMMON with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C. FACE NAIL W P P� 9 P p 9 no finished ceiling attached to rafters L/180 (3.5"x 0.162") the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C, FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS(AT BRACED WALL PANELS) (3-1/2"x 0.162") ♦ ` Z 0 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 6d COMMON V T an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L/360 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES < 7- garage x 0.162") TABLE R302.6 5-8d BOX 2-1/2"X0.113" garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, All other structural memebers 11 CONTINUOUS HEADER TO STUD ( ) TOE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING- GARAGE SEPARATION L/240 OR 4-8d COMMON SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 � .. of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT To THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH 2 a Exterior walls-wind loads/flexible finishes L1140 EACH SIDE OF END JOINT Q co/1 required reinforcement shall be in accordance with Table R404.1,2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. ) `,f J FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM R404.1.2(9). BOARD L=span length, H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2" 12"O.C. FACE NAIL W < LL Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). P ry USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112" INCH GYPSUM BOARD 15 v! U. BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL O Vertical reinforcement in basernent walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.G.FACE NAIL section R602.10.4.2 Continuous sheathing method. NOT LESS THAN 1/2"INCH GYPSUM BOARD O to provide a maximum cover of 1-1/4 inches from the inside face. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION 9 APPLIED TO THE INTERIOR SIDE OF 3-16d BOX End conditions for braced wall lines for the continuous sheathingshall conform DWELLING UNIT ON THE SAME LOT 16 TOP OR BOTTOM PLATE TO STUD END NAIL EXTERIOR WALLS THAT ARE WITHIN THIS AREA 2-16d COMMON � W Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX ` Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O Q wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. ` Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of 12 FT 20 FT 28 FT 36 FT 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL � 7� O 9 P provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 2-8d COMMON wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3:12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or N = Includingbut no limited to: Desk Framing, Posts, Headers, Girders&Led Ledgers. Fastening Schedule for wood structural panels E.2 9 9 copper roofing nails, minimum 12 gage shank with aminimum- 5: 12 is"O.C. 3 5 6 8 ° = E 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING �, o'� 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 w D1 b 0 fa 2 o a L a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D L '� "'� PP but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX Do uu rn`° ° as _ ° or stainless steel. 9: 12 16"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `°- =t o >, equal to 4 feet equal to 6 feet equal to 8 feet 3-8d COMMON D 2. `o b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 °' - o N rn �t r o 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON S a c c m -- c.) All Structural connectors i.e.Simpson strong-Tie or USP, etc wall and ceilingfinishes shall have a flames read index:5 200 22 6"O.C.TOE NAIL 4., _ °-S ° `° y P No 8 Wood screw PLATE(ROOF APPLICATIONS ALSO) 10d BOX „ s o - ° shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10 inches 8 inches ° a.t °Y = a` o based anchor with &attics shall have a flames read index<_25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-1 Od BOX °E 2 ° ° �,.� ° 3 p 2 inch embedment 23 BLOCKING To JOIST EACH END n �' ° 3 L o-E 3 ° m 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o~o o N 0 t installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT a 8 - 0 ° A rn Framingconnectors Allowable Hole diagrams,specifications, etc, wall and ceiling finishes having a smoke-developed index <_450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 4-16d BOX TOE NAIL ° 9 P 9 9 P BLOCKING TO SILL OR TOP PLATE L m 3 "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 3 16d COMMON L 0.= C_ ° o o 0 r-v "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR :' ° `o.ro ° t c a "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv= 300 psi 25 2" PLANKS PL 3-16d COMMON AT EACH BEARING,FACE NAIL ° 2 inch embedment on center on center on center ( ANK&BEAM FLooR&ROOF) 4-1od BOX z= CU E C_ y a = 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 Q, 2- =CU a'' cc 0 w 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 /4 1.33 26 PER JOIST t ° � s ° each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: BAND OR RIM JOIST TO JOIST 4-16d BOX �- �, rn E a.=_`o shall have at least ONE operable emergency escape opening as follows: Solar read roof zone area of not less than 300 s ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45 foot mean roof height. 1 / 5 1.25 3 16d COMMON P g Y p P 9 Y q• P Y Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 0 c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. p 9 g 9 3-16d COMMON � � B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than U C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" OR W e RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON )2-1/21" EACH END, TOENAIL J W Cn C D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". ( ) d.Where screws are attached to masonry ormasonry/stucco,they shall be attached � Z z -J 3: O from the inside of the roont without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR J z N WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C Q Q 4-j t- p g SPACING SPAN ROOF!'.ND INTERIOR WALL SHEATHING TO FRAMING AND <C 0 I- an emergency escape opening shall be provided for EACH sleeping room. W_ @ Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING 11 (� I.1J Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: be protected horn wind home debris. It shall be the responsibility of the General contractor or his subcontractors to submit 130 140 L11 +_ Glazed opening protection shall meet the Large Missle test ASTM E 1996 SPACING OF FASTENERS V I"' EXCEPTION: Grade floor or BELOW rade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, RooF PITCH RooF PITCH DESCRIPTION OF NUMBER AND TYP z _ d 9g 9 and the ASTM E 1886 as modified in IRC section 301.2.1.2,1 U) LL a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 Z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE HOOF SHEATHING LLI stamped b a professional engineer if required b the Owner or Building Dept. ANSUDASMA 115, Areas within hurricane prone regions: PANEL EDGES J Cn p y p g• q y g p p g SUPPORTS GABLE END WALL FRAMING (� 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL) CL winds speed is 130 miles per hour or greater. 16"O.C. 12 3/8"- 1/2" " continuous run of treads or flight with FOUR OR MORE RISERS. P p 9 30 Sd COMMON(ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 98inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" 6„ DIAMETER Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span the full length of the stair from a point directly above the top riser of a flight 16"O.C. 24 340 318 422 396 � -►I to a point directly above the lowest riser of the flight. Handrails adjacent to of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail,see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 } ' CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: FIB STRUCTURAL CELLULOSIC � "I", "II", "III", "IV", OR"V" 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" �� 16"O.C. 36 469 438 538 547 W above the floor or grade below shall have a railing not less than 36 inches O F- in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL N () i� REFLECTIVE RED 7 7 O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed '` FIBERBOARD SHEATHING N Z PANTONE#187 16"O.C. 48 599 559 745 697 by the riser,tread and bottom rail of the guard rail al the open side of a stairway .q U) are permitted to be of such a;size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" I„- p <C Open sides of stairs with a total rise of more than 33 inches above the floor or / fn LU to grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3 1 1-3/4"GALV.ROOFING NAIL vertically from the nosing of the treads. REFLECTIVE j ( ) 36 5/8" GYPSUM SHEATHING 7" 7" (_� > Q WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Q W 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window ' -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood CONNECTION JOIST SPAN TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior Panel Attached to DETAIL <6' 6'1"TO 8' 8'1' TO 10' 10'1"TO 12' of the building,the window must be provided with a window opening control device -` ..- 6" 12" DESIGNATION FOR STRUCTURAL Frame In accordance WALL NAIL SPACING that compiles with R312.2.2 'Window Opening Control Devices. 1/2"DIA. LAG SCREW MINIMUM NAIL MIN WOOD WOOD COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30' 23' 18" 15" TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL EDGES FIELD STUD 14. FIREBLOCKING AND DRAFZ'STOPPING: Fireblocking shall be installed in STROKE THICKNESS SPACING "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING N accordance with R302.11 thru R302.11.2 and Draftstopping shall be GIRDERS AND BEAMS of New York State Wind speed: 140 1/2" DIA.THRU BOLT 36" 36" 34" 29" installed per R302.12 thru R302.12.1 No of stories: 1 & 1/2"MAX. SHEATHING 8d COMMON NAIL "R" ROOF FRAMING Mean Roof Ht: 30 ft (2.5"X0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 1211 Med Fireblocking materials R302.'11.1 shall be as follows: 12'1"TO 14' 14'1"TO is' 16'1"TO is' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan �t 2. 1/2"gypsum board 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 UNDER SECTION 6020FTHE BCNYS WINDOW UNIT Bldg Length per plan � 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2"MAX. SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan W = cV rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS + gg bid aS ect ratio: 2:1 1/2"DIA.THRU BOLT APPLICATION SIZE OF NAILS [� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD g p ORIENTATION TO MEMBERS & 1!2"MAX.SHEATHING 24" 21" 19° THICKNESS Nailing Sched: Table R602.3(1) FRAMING SPACING NAILS SCREWS TO WOOD FRAMING U UL 263,for the specific applications V, Applicant shall provide engineered wood placard CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/2" WALL EITHER DIRECTION 16"O.C. 811 16" � Z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Q' .� 8 OF FOUNDATION MATERIALS Residential structures with Truss type construction, CEILING EITHER DIRECTION 16"O.C. 711121 ~ - 1 Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/8„ WALL EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS C 9 M V CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration W as r;' 0 Refer to General Notes for Panel TYPE 'x" AT 1-7/8"LONG 6d COATED NAILS OR o Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 bA .0 GARAGE CEILING �� EQUIVALANT DRYWALL SCREWS. .-� p ,., Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8" BENEATH 16"O.C. 6 6 >~ N PERPENDICULAR SCREWS SHALL COMPLY WITH Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspectionHABITABLE ROOMS IRC SECTION R702.3.5.1 Sand, silty sand, clayey sand, silty gravel and clayey gravel �/ o M ct � (SW, SP, SM, SC, GM and GC) 2,000 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. Clay, sandy clay, silty clay, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) O (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 i r'� f1� minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. r' s./y �. a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP p are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH r :, determined by a soils investigation. M MODERATE 20 LBS 140 NO NO NO B SEVERE 31-011 TO HEAVY 11 YES NO 1500 or less 52.1 �• M. In accordance with Section R301.2,1,2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 119U10 y0 ` O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301,2(6)for sites at elevations up to 1,000 feet. ,��QF tv�`S`I 'A Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. ~- Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS - - ------ TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED r Side Elevation CL Ii,_" -1 -o e ° ° fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° Min.3"x 11 occur net header Header 'fa-..Sten -16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG shall occur at top of wall ' = ' - ;,' = - ='�' METHOD WSP: EXTERIOR SHEATHING OR END JOIST MEMBER DIRECTLY ABOVE @ ° ° ° ° ° ° ° fasten top plate to header with • OF BRACED WALL PANEL BRACED WALL PANEL °- :�-..a-° ,I I'I I•I I. PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL ° Header shall be Top plate continuity is ° two rows of 16d sinker nails @ 3"D.C. I•I ON EDGE, 12"FIELD. INTERIOR SHEATHING ° fastened to the required per R602.3.2 •I I•I I' PER TABLE R602.3(1).FASTENERS VARIES king stud with Braced wall line 9 2-16d NAILS EACH SIDE e ° 6-16d sinker nails ° Mnith 11/2' wood ° j .I I•I ISI METHOD CS-WSP: •n a Fasten sheathing to header with 8d common nails in 3 in.grid ° Minimum 4oth side of opening AS PER TABLE R602.3 3 °, ° m structural panels •I I'I ( ) ° attern as shown and 3 in.o.c.in all framing studs and sills ° EXTERIOR SHEATHING ATTACHED 8d 6"O.C.ALONG = P g( ) opposite side of sheathing •I I I @ 8d @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS - WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ° Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL 8d @ 6"O.C.ALONG b on both side of opening opposite side of .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL � � P g PP ° ° Panel splice edges shall occur over AT 6"O.C.ON EDGE AND 12" O.C. sheathing • and be ailed t common g •I IN FIELD BRACED WALL PANEL °' ° Min.Double 2x4 framing covered with minimum = within the middle 24' of thelportlal- I, BRACED WALL PANEL k a� o °_o o_o ° ° g • BRACED WALL PANEL BRACED WALL PANEL i• ill"thick wood strucral panel sheathing - leg height. One row of 3"o.c.nailing I, BRACED WALL PANEL g H I I BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° (studs,blocking,and sills typical if needed ISI 3-16d @ 16 OC ALONG i g ) YP (D I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH i° @ 2'to 18' finished width I•I WITH TABLE R7)FOR OR BRACED WALL PANEL BRACED WALL PANEL b 18'( ) BLOCKING MEMEBER Min Double 2x4 or W I'I b Min.length 16" 2x6 King&Jack stud 1/2"'min.thickness wood structural = I I I. TABLE ABLE (1)FOR EXTERIOR WALL I O .. ,I I,I per R602.10.5 Q _ J. SHEATHING J - - - -.- - - r .H. - - P panel sheathing Q _ - - •_ _ _ _ • _ _ _ �: CONTINUOUS RIM OR CONTINUOUS RIM OR I Min double 2 x post 'I • I'I END JOIST I No.of jack studs per I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST I, Min. 2 2x4 t ° W •I I•I I'I I ( ) YP• Table R602.7(1&2) Q •I OVER AND BE FASTENED TO COMMON STUDS. I. ° Min.(2)1/2"Diameter anchors O 'I I'I ,I I,I I �1�1' HORIZONTAL PANEL JOINTS IN BRACED p 2-16d NAILS EACH SIDE ° I° - ° ° id installed per section R403.1.6 IWALLS PANELS SHALL OCCUR OVER 1 with 2"x 2"x 3116"plate washer INTERIOR . I,l 1, AND BE FASTENED TO 1-1/2THICK FULL HEIGHT BLOCKING I I I I I COMMON BLOCKING ADDITIONAL FRAMINGSPACING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I I•I I. BRACED WALL PANEL .. 'I II II I' 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ry 0 CK ,I I•I ISI I, •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to Q BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with o° nail sole plat Attach Sheathing nail sole pllate �" _ ,� _ _ _ �'�_ _ _ BRACED WALL PANEL CONNECTION WHEN 8D common nials �, to joist per y I Band or Rim joistwi ol° to joist per , PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an ° Sub Floor nailing sched. L 8D common nials a nailing schied. 1 1 U. FRAMING FRAMING Bottom °o o°°° Bottom Tap and h°o ` °° Rim Joist L . O Rim Joist ° ° ° ° �''�per Plans O FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° Anchor Bolts and BRACED WALL PANEL AS PERa. � Z Holdowns per plans 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 O 3� Q O Simpson , 1-1/4" gals. x 20 gage H2A Stud To Rafter coil strap with (5) 8d common 3-Corner studs — Connector _ Were the distance is "" connected to between 9-1/4to 15-1/4SIMPSON H2A nails in eacenaeacr h d t h after. transfer shear �� 3-2X Typical Metal r at each Rafter. With n WINDOW HDR provide blocking (ED. at 8d x 1-1/2" nails in Rafter 4 Ft Perimeter load at Openings o Framing members strapping _ braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES � � Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side 2-16d Nails TYR HDU2 splywood sheathingh have Sol d Blocking g_ of Ridge to have a @ 6 o.c. W/(6) 1/4 X 2-1/2 SDS SCREWS @all Plywood Joints Schedule Dw 1 Simpson LSU skewable hanger SIMPSON H2A Simpson 5/8" threaded rod Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil ,. coupler-nut and SSTB rafters attached to top , (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° • anchor bolt thru-box and along length of braced wall (5)8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks Corner Holdowns inbed into concrete Refer to plans panel. and window or door Header. Less than Typical each side and ALL Gable End Wall foundation and framing. for locations N yp or Equal Preservative-treated if required r windows and doors. to Eq barrier required for RIM JOIST BLOCKING BETWEEN RAFTERS (a. BRACED WALL PANELS connectors in contact 4= so2.lo.s.2 (1) NTS RAFTER-TO-STUD CONNECTOR & RAKE OVERHANG LIMITS - LOOKOUT BLOCKS with treated wood Sill strapping JACK STUDS TO HEADER TIE See details on NTS this page. NTS RAFTER TO RIDGE STRAP R802.3 r^ TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS C J SIMP,.�ON HDU2 HOEDOWN WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. (cry BOK FRAMING NTS NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD z z_ C/) 4 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED J v TO THE RAFTERS WITH'4-8D NAILS O 1� EACH END 0- Q 2X P.T. LEDGER; MUST BE ONE SIZE w O � Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD T EXTENDED NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC r^_L v, ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1O THREADED NAILS OR I I /COP AND BOTTOM RAIL OMPOSITE RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS �// SYSTEM.VINYL RAILING ALL THRESHOLD CAREFULL see Schedule on DWG-1 AT 6"OCC. I I TOUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I OF SPAN ONLY the inside face of the band joist. PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS (LENGTH EXTERIOR OR ATTACHED PER I I FOR CODE SIMPSON ABU POST 1I 2 Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 G 2X6 I I @ FRONT PORCH DECK o SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS 6"TREATED POST NOTCH GREATER � SIMPSON LUS28 @ 2X1 D LAG BOLTED TO JOIST 2-112"GALVINIZED CARRIAGE BOLTS 1l4 JOIST THAN 50% AS PER MANUFACTURES @ REAR DECK OR SIMPSON SD STRUCTURAL SPECIFICATIONS. CONNECTOR SCREW DEPTH, MAX. 1/6 JOIST CLEAR (PERCENT)OF ___ O 1/2"DIA.GALV BOLTS WY GRADE "MIN. DEPTH,MAX. S LU PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH il3 JOIST O METAL TIE FASTENED ACROSS AND N= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. N SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O TO THE PLATE AT EACH OF THE USE WITH THREADED ROD „ O ALLOWABLE LOAD PER TIE:840 LBS I • o Use 1-1/4 Metal N Z NOTCH WITH 8 10D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON NOT LESS THAN 4 LOCATIONS SPACED EQUALLY Coil Strap 20 Gage d 1 (3)10D THREADED NAILS OR WEDGE ALL WEDGE ANCHOR ' AND TWO WITHIN 24 OF EACH END OF DECK Solid sawn 'Dist and rafter 12" Min H' d (3)#10 X 3"WOOD SCREWS 12"DIAMETER CONCRETE (5) 8d common nails LIJ TOP PLATES • 3 OR R507.6.2 SIMPSON H2.5 AT M STEM W/#4 REBAR LLI PIPE SIMPSON DTT2Z W/(8 1/4"x 1-1/2"SDS SCREWS BLOCKING ; EACH JOIST FOOTINGS MUST notching and boring limits. o in EACH END at > Q e. ) BEAR ON COVERED FRONT PORCH FOOTING: EACH Stud. Z) uJ ALLOWABLE LOAD PER TIE: 1,825 LBS OVER BEAM SIMPSON BC UNDISTURBED 24"x 24"x 12" FOOTING TO VIRGIN SOIL NTS 8d @ 6" oc Along Q W to NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH V. POST GIRDER SOIL (MIN 36"BELOW GRADE) MIN THREAD OF EACH END OF DECK: JOIST CONNECTOR Braced Wall Panel PENTRATION FIGURE R602.10.8(1) FIGURE R602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD P.T. POST TO CONC. PIER & FOOTING ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER CONNECTION (a. PORCHES & DECKS NTS WALL TO WALL STRAP 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 NTS r h WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. V e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Stra Hot Dipped Galvanized Strap p Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails FASTENERS with (5)-8d common nails W O1 SEE TABLE 507.2 - z at each stud at each stud TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER Strap may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER QO O 5.5"MIN FOR 2X8* Studs. the plywood OR directly to �-+ 5"MAX Studs 6.5"MIN FOR 2X10 the plywood OR directly to V z STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 . Studs. [�' .--r O ct BORED HOLE MAX. DIAMETER 60% @@ O @ N DIAMETER 40% (PERCENT)OF STUD % 711— (PERCENT)OF o DEPTH o ; M J STUD DEPTH a �F.a. , 3-16d @ 16" oc Along BLOCK SOLID .� M �O BETWEEN JOISTS MM d bq ,� 5l8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. 2"MIN LAG SCREW OR THRU-BOLT .'w Braced Wall Panel - F'�'h "' O r+ TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — — • • N x, N NOTCH MUST NOT I NOTCH MU ST NOT I I�lllll llllli�• �` FIGURE R602.10.8(1) o ^ Q EXCEED 25°6 o CZ EXCEED 40 /° o (PERCENT)OF (PERCENT)OF ll�li 1 STUD DEPTH 0 STUD DEPTH s " BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD IF HOLE IS BETWEEN NOT BE LOCATED IN v� '7 ao9.(PERCENT)AND PER FIGURE R507.9.1.3 (11 STRAPPING , , BORED HOLES SHALL THE SAME CROSS . , \� H� >' 60%(PERCENT)OF ° NOT BE LOCATED IN STUD DEPTH THEN SECTION OF THE CUT _ • ��O OR NOTCH IN STUDP * Applies to Garage Wall and THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ,IIIi�1 1-1/4" METAL OR NOTCH IN STUD SUCCESSIVE STUDS ' R AR=DOUBLED SPACING IS REDUCED TO THAT OF II; ' STRAPPING )SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS �� AN ' TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST '��i WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD y��•. NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 ov, BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM 0185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural heathin R-50 Cover Box pushes insulated to top g u and out of the Rigid insulation 2X ceiling joists MANUFACTURED LIGHT ENCLOSURE of second floor Sheet Metal Firestop Full Thick Insulation ay for access thin profile structural glued together see Ian w/ ceiling line Exterior p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop and lay on plywood Batt Insul CEIING FRAMING Seal joint with OF SEALANT Sheathing eala subfloor Insulation dams behind tub Tub attic hatch - R-val support Non-combustable sealant Base plate prevent loose-fill Typical e ual to the Ceilin Double Frame Attic blocking insulation from exterior q g Continuous Bead- insulation requirem n access opening Sealant or OR GASKETED TO RIM SUBFLOOR GLUED,CAULKED Sealed to''-` Air Se I wall 1/4 structural sheathing JOIST/RIM CLOSURE floor GasketWPan4e / falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive 221 Rat perimeter and seams. soli dloginsulation SILL PLATE INSTALLED „ I g Sealant _ / OVER 1 min Rigid WeatherstrippingSeal stairs y� Pre-Fab Fireplace Insulation. Air sealed around Adhesi Casin EXPANDING FOAM SEALANT 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT frame a 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers RSEALANT four edges Pull-down gap �- Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase With caulk p YW finish w/ soffit material or foam Z attic hatchAIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAILan >' DRAF�TSTOP & SEALANT AT CANTILEVERED FLOORS PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING fl� Z EXTERIOR WALL OF BATHTUBAIR SEAL DETAIL ta'� PREFAP FIREPLACE DETAIL AIR BARRIER AT FOUNDATION O ATTIC HATCH DETAIL TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products .� It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation P-50 Aeric Stair Cover .. LJJ ENERGY NOTES Eave baffle installedw °U• O 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall `� ,..,•, "' "" 9 P g Y adjacent to soffit and eave •. ,. 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the - Table R402.4.1.1--Air barrier and insulation installation. Manual "J" Manual, "s' & "D"submitted at co. vents. Baffle shall extend over The authority having jurisdiction shall be permitted to determine an the top of the attic insulation energy efficiency program to exceed the energy efficiency required by this code. .. 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R102.4.1.1 air leaks e b an a roved third art HERS Rater usin the All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy 9 Y PP party ( ) 9 (R402.2.3) O ATR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" Manual ,"S" & "D" submitted at CO. 2 X CJ W/ INSULATION �^ COMPONENT AIR BARRIER CRITERIAn INSULATION CRITERIAa � � � ', 0 v J 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit See OR HERS RATER requirements in the building envelope. and posted on a wall in the space where the furnace is located I r� q 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs V) O Exterior thernhal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. r O continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT ry 11. (R403.3.5) Building Cavities (Mandatory) ' Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall W scaled, sections N1102.2 through N1102.2.13 See Const. DWgS O Q Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. d r k. ry >_ O recommendation and said density shall be maintained for all volume of q y Heat trace temperature maintenances stems shall be in accordance with Section N1103.5.1.2. accordance with the criteria listed in table 402.4.1.2 or required b code official, P Y 4 each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. C � "` ry maintain an even density for the entire cavity. Batt insulation shall be ," " installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE - N the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of E.`s exists,the batt product will be cut to fit the remaining depth of the = E shall be tested and verified g b N cavity.Where the batt is cut around obstructions,loose fill insulation Y an Air leakage approved HERS rater as having Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o 0 m y ppg an exhausts shall have automatic or gravity dampers that close when the ventilations stem m �,4 o�6 a o shall be laced to fill an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y P Y „ _ 2 2 0 t p y test results shall be signed b the art conducting the test. is not operating. L w N manufacturers'specified density.Where faced batt is used,the g Y party 9 0= L) o w installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM __.� °' , " `� ° _ N1103.6.1 R403.6.1 Whole-house mechanical ventilation system fan efficacy "' �-� - 0 0 °' no compression to the batt at the edges of the cavity due to inset ( ) Y y INSULATION R VALUE IN r c --i '' _t "A °' 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ( (< = 0. 5 0 o N 0 stapling installation tabs. P g g P ACCORDANCE WITH i i ° o "d) 'X 2 Y combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Rigid Foam or c 1 I ill C'0 'n o 0= a-Z 0 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT _�.� ,,�' I w_ 3 L = _ 3 0 shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam t- . ''�.. o o ° .60=400,1=0 TYP. ROOF CONST. - - density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be Cu_-C 2 m o w o E provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) i r a N 0 0 3;, o Ceiling/attic The air barrier in any dropped The insulation in an dropped ceiling/soffit soffit shall be aligned with the Roof underlayment ��. q _ 0 0, U o w E 3 pp y pp the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with :.':�• 2 x CJ W/ INSULATION ! > i s o a y = "T.2 0 iii::' r. ._ c Lc E 2 v 0 n ceiling,/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg AS PER DRAWINGS _ �� _•" �' `° `° °' y insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. P 0 z ¢o: :�: OR HERS RATER r , �. .".I � E� �� o S scaled. New or replacement heating and cooling equipment shall have an efficiency s 0 M-0 s = _ 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum P 9 9Y t i 0 cn cu 0- F cu E a_ 0 a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see h SEALANT a using the Manual "J" Manual "S"&"D"submitted at CO. Const. Dwgs i`' !, �r/� i r r✓ shall be sealed. party 9 ' 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented fJ 7i[i'i:`'frlC4....fir:i r•Ij .:J: 3^.:i. � F � �1 Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall : - :,r t. t ,:,,.;w:,r:,, ....•, i V (f� plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermalcontain only high-efficacy lamps. z + _- 1) » top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall ry sealed.Knee walls shall be sealed. Exterior thertmal envelope insulation for framed walls shall be See Const. Dwgs 2>.' } : -� -� 'n installed in substantial contact and continuous alignment with the air Q V barrier, wiz Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE C) W m and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION CY 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE J Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 45-55% Q shall be covered with a Class I,black permanently attached to the crawlspace walls. W FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) O I_ vapor retarder with overlapping joints N taped. C) z Shafts,penetrations Duct shafts,utility penetratians,and flue fn TABLE M1505.4.3(2) shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL — RATE FACTORSa• b 1 WINDOW W Q unconditioned space shall be sealed. 24„ C CCn W " RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4SPHERE CANNOT APPROVED WINDOW Q AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASSTHROUGH FALL PREVENTION SEGMENT DEVICE CONFORM TO Q W 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR the correct density without any voids or gaps or FdCtOra 4 3 2 1.5 1.3 1.0 R compression,or narrow cavities shall be filled by 312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readilyconforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE a. For s stem run time Values between those given,the factors are ermitted to be TOP MI THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. Y � p BEAMINIMUM OF 24"ABOVE THE FINISHED � determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED INTERMITTENT OR 20 CFM CONTINUOUS Garage separation Air sealing shall be provided petween the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal hI envelope shall be sealed to thedry-all. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and . •• . •,. - � .., ,., -, -, � ., WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. R312.2.2 WINDOW OPENING CONTROL DEVICES: CONTINUOUS AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on REQUIREMENTS PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090• TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO of installation readily conforms to available space shall E"'I extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE rr ll OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 E�' V M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 0.5 exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 Z tubs. N1101.14 (R401.3) Certificate (Mandatory) ct o (square feet) Elect rical/plhone The air barrier shall be installed behind electrical or Airflow in CFM s~ > M box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is located, a utilityroom or an approved location inside the buildin r o bootsHVAregister HVAC registerllbe scaled t the satebuildingthernal < 1,500 30 45 60 75 90 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit w t�' boots envelope shall be scaled to the subfloor or drywall. p � directory label, service disconnect label or other required labels. The certificate shall indicate the o `� M C1 Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 Px sprinklers only be sealed in a manner that is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; G be used to fill voids between fires sprinkler cover plates and 3 001 - 4,500 60 75 90 105 120 p p U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results �� walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. �� Aq 4,501 - 6,000 75 90 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value r:�� z d IC = insulation contact. p covering the largest area. The certificate shall indicate the types and efficiencies of heating, � 'j �r �'�► a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6,001 - 7,500 90 105 120 135 150 3 cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall > 7,500 105 120 135 150 165t' Indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, �� •��:� E- ; 2 3 as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, °` a, �`� For 51: 1 square foot = 0.0.29 m , 1 cubic foot per minute = 0,0004719 I�1 /s. ,; t�yr'f,�� O electric furnaces and electric baseboard heaters. ?` 'w • - 33'-0" TYP.COVERED PORCH FOOTING 8'-3" 8'3" 8'3" 8'3" BARS.GRILLES,COVERS R310.4 SEE DETAIL 13 LADDER&STEPS R310.2.3,1 ON DWG-2 •--- -• •-- --• •-- --• •-- --• •- -. WINDOW WELLS WITH A VERTICAL BARS,GRILLES,GRATES OR SIMILAR , , 1 1 , , , DEVICES ARE PERMITTED TO BE PLACED '+-' - - - - - .-' - - - - - - ' '+- ' - - - - - - �-.'` �•- - - - - - DEPTH GREATER THAN 44 INCHES r`� , , - _ �. a 1 _ _ _ _ _ _ -1— - — - — _ -4 B�, SHALL BE EQUIPPED WITH PERMANENTLY OVER EMERGENCY ESCAPE AND RESCUE ' ' ' ' ' ' 2 2x10 PT.GIRDER ' ' ' ' ' 2-2x10 P.T.GIRDER �- AFFIXED LADDER OR STEPS USABLE OPENINGS PROVIDED AS FOLLOWS:NET I`r ' `� ' __ CLEAR OPENING SIZE COMPLYING `-�-�-• �-� --• �"- '"' '" F- WITH THE WINDOW IN THE FULL OPEN POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL I o o Y INSIDE WIDTH OF AT LEAST 12 INCHES BE RELEASABLE OR REMOVABLE Floor System FROM THE INSIDE WITHOUT THE USE I N w SHALL PROJECT AT LEAST 3 INCHES OF A KEY,TOOL,SPECIAL KNOWLEDGE @ o @� 10'-11" I 14'3/z FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON-CENTER OR FORCE GREATER THAN THAT REQUIRED cxl N ai •-__ _ VERTICALLY THE WINDOW OR THE FULL HEIGHT OF FOR THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. O ; ,-�� .2-2x10 P.T.GIRDER ,�-� oWELL. Z ,• 4-2x10 P.T.GIRDER ; ,- DECK LATERAL HOEDOWNS DECK LATERAL HOLDOWNS , �L3-1 -'- - - - - _ -+,� D-►-�_ - - - - - - - +-e,¢, _ — _ — _,-,-gT ,�-_ _ — _ _ _ _� �$ 1 , UJ TOP OF 1/2"Gyp.Bd Clg. SIMPSON DT T12 w/(6)SD#9 1 1 , �"� 1 1 . . , , .,�. 1 ., , SIMPSON DTT1Z w/(6)SD#9 TONC ' ' ' _ ' X 1-1/2"ONE WITHIN (MIN CLG HEIGHT: 7'-0") o X 1-1/2' ONE WITHIN _ ---• •-----• a-----• •-----• •--- _ � 24"OF EACH END AND TWO � 24"OF EACH END AND TWO SPACED EQUALLYALONG DECK I SPACED EQUALLY ALONG DECK Ground slopes REFER TO DETAILS ON DWG-2I WINDOW WELL R310.2.3 away from wall 0 ^ TYP.DECK LEDGER REFER TO DETAILS ON DWG-2 v ----------SEE DET. ON DWG 2 HORIZONTAL T WITH A LL BE o U ------ --- -- MIN @5 " 0 1 , HORIZONTAL DIMENSION ^ av R DECK LEDGER ti OF MIN T-0"TO ALLOW FOR SEE DET. ON DWG 2 1 , EMERGENCY ESCAPE AND Z 0 Fire-Blocking,continuous @ ceiling level ; (2)ANCHOR BOLTS RESCUE, COVER PLACED and horizontally at intervals not exceeding I r - - - EACH CS-PORTAL OVER OPENING PER R310.4 r 10 feet o.c. R302.11 thru R302.12 , FRAME WALL ABOVE , BILCO SCAPWELL OR EQUAL Damproo `..� fing I o EGRESS 48X48 SLIDER I N------------------------------------ I , SECTION-SEE �--- ---------------- - ------ - --- - ------ --- --------' -- DETAIL 3ONPG2 ---------- -----1W3052.--- ------------ concrete foundation wall ------------- -------- Q -- -------------------------------,--------- ---------------------- ------------------------------- (3)1-3/4"x 9-1/2"LVL , ^ Treated wood stud framing 24"oc max ' I 1/2"PLYWD SOFFIT I MAX.FLOOR TO 0 non-bearing top and bottom plates ; ; AND R-30 INSULATED �MPSON DTTZ2 SILL HEIGHT:44" OR 3-1/2"metal studs @ 24"oc =N ' ' , OVER HANG HOEDOWN Q 00 1 1 00 1/2"air space , ' O O O ALLOWABLE o ' U v I LOAD: 1825 LBS U TYPICAL R-11 BATT INSUL = ; HDU2 1 1 1 3-1/2"R-11 un-faced batt insulation 1/2 M.R.GYP BD EACH SIDE —�" HOEDOWN L,j„1 1/2"moisture resistant wall board1 I BRACE WALL I 23'-7" , vapor semi-permeable latex paint finish , 1 ' CONNECTION DETAIL , 0 x DET 2 ON DWG-2 V w I y ' 0 ' N I TYPICAL � N 4"concrete slab with carpet/the floor in bathroom 0 1 1 GO - /y � , 1 CA ' 1 1 , 0 U_ LL O 0 to m U, I � � to r BRACE WALL ABOVE to f 1 to � 1 > "' to CONNECTION DETAIL � ; x /y TOOF SLAB 3'-0" 1 ' ¢ I I u~i DET 2 ON DWG-2 - v - - - I o ti X00 e e o O TYPICAL L0 , •- - - - , , L0 C7 ' L0 ' � 1tO0 Q I x I O =� i O 1 1 I H , C] 1 ILL ' 1 1 m 1 N • -------' i 6'-0" FAN I E o I 1 w- c T In 1 1 ' OI (D N R'` `° D_° 1 , 15'-8" 15'-8'/i' 15'-8" 14'-0'/2" i 3'-0" .L.o.a � E •_- �' °o "TYPICAL FINISHED WALL t'a� BASEMENT co `m 1 1 1 1 ih o m a o m 0 c m 0 P0^T--- -- OPENING i o c ".yo of w m w o o ' ' 1 1 „ , 1ABOVEm c 0'a� o `o m `o SCALE: 1/2" = 1'-0" ; ; -- (3)1-3/4"x 14"LVL , ' , - _ (3)1-3/4 x 14"LVL , , � ; (3)1-3/4"x 14"LVL 1 1__ -__-__ -_-__ - ------- -------- __- _ ----------------------------_-- - __.__------- ------ CCL U N >.D a) d ,� O 1 -- ------ ---------------------------- cc I--I-- ----1- ----------------------------------;-- POST POS , POST POST. i ------------- ------ . -------• n 2=- 3 L o'E 0 . B am Pocket (typ) steel shims a re 'd 1 _-__ ;________; ABOVE pB I ABOVE ABOV ' ; g 8 a CO U 2 10�y G q '_ TYPICAL INT. FOOTING/COL FIN. BASEMENT '° m o�N C L a, o � 3 >` a36 x36 x12 THICK 1 1 rater- = =- Co. G,L 0 CC, � 0 0 I BASEMENT SLAB-4" o c D Um ui o CAST-IN-PLACE CONCRETE o OTING W/3-#4 EA WAYCASTB c v O TYP ON 6 MIL VAPOR BARRIER s Z c L y c o y o POST &4" DIA STEEL COLUMN v a E m o a 3 1 ABOVE I POST ON MINIMUM 4"SAND-GRAVEL 1 1 ABOVE I I GROUP 1 SOILS. FL- o° u=i m a• IL- m E n c o n 1 1 0 982 SQ FT.FINISHED ; 1 1 CD f0 1 (n > ZD UNFIN. BASEMENT o I ' INT. FOOTING/COL 1 x ' ' O " AS PER SECTION R506. U), , o Q ' -' � 4" CAST-IN-PLACE CONCRETE .0 0 24"x 24"x 12"THICK J J ' SLAB Wl 6 MIL VAPOR BARRIER o u-I I cn 4 CAST-IN-PLACE CONCRETE in 1 v J p o FOOTING&4"DIA STEEL ; i , 0 �' COLUMN _ I - O Z x � O o O f`7 I a-- _-_ • ''' I V ti U_ I 1 00 W �1 1 1 r LO 00 -------- , ° N BRACE WALL ABOVE ONNECTION DETAIL `U'jO ';' ET 2 ON DWG-2 � 1 TYPICAL L 1 1 1 1 i (3)1-3/4"x11-718"LVL J--------- ------------------------------------------------------ - -F--- (2)1-3/4"x9-1/2" Vl_ --------------- 1 ,.----------------- ----- ------+ �- — — — - — — — — — — — — — — — — — — — — — — — — — — ---n-&Okf.UI�YDEk --------- ------------------------ ------------------ `v 11 gTAr Up (2)ANCHOR BOLTS --------------- SLAB LEDGE N , IN EACH CS-PORTAL 1 , 11 1 11 11 11 11 1 , 1 , 1 1 1 1 1 1 1 1 11 11 11 11 11 11 11 1 1 1 1 1 1 1 1 N FRAME WALL ABOVE , SECTION-SEE - --- ---- - - - - - - - - - -- - --- ------- M ;MAINTAIN REQUIRED SEPARATION EXTERIOR PATIO SLAB _ _ DETAIL 3 ON PG 2 IDISTANCEFROMALLHEAT , 1 in 00, 6"4000 PSI CAST-IN-PLACE SLAB , •__________________________________ ______________ ___ _______ PRODUCING EQUIPMENT TO ' `� `O W/6X6 w1.4/w1.4 WELDED WIRE MESH ' , ; ILLI COMBUSTIBLE MATERIAL AS PER b ON GRANULAR COMPACTED FILL. ; 2x4 FRAME AROUND O MANUFACTURER'S SPECIFICATIONS ; ; c PITCH SLAB AWAY TO DRAIN ; , STAIRCASE FROM FLOOR , 1 N 0 AND LATEST MECHANICAL CODE. 1 ; TO CEILING. TREATED SHOE FINISHED VESTIBULE N z PLATE AND GYP.WALL BD RIGID INSULATION ON , INSIDE FACE OF WALL MIN. FDN WALL WITH _ C1 Q Furnace ' ATTACH RAILINGS.HANDRAILS 1/2"M.R.GYP BD. 8"TRENCH FOOTING ' 34"-38"ABOVE NOSING. ; ; M �_ W I j j NOTE:PROTECT UNDERSIDE OF ; ; EXTEND TO VIRGIN ; ENGINERED "I"JOIST WITH THE � � � \ SOIL DEPTH � � UNDER STAIR PROTECTION: ; ; � > Q FOLLOWING PER CODE 302.13 ; R302.7 1.2"GYP BD SHALL 1 Q C) BE APPLIED TO UNDER FIRE PROTECTION OF FLOORS: ' ' ______; 1 , 1/2"GYPSUM BOARD ON ENTIRE ----'_ -"___"-' , STAIR SURFACES. 1 1 CEILING ABOVE BASEMENT , 1 1 � ATTACHED TO THE UNDERSIDE a---------------------------- - ------- - 1 , , OF THE JOISTS. L - - - - - J Cl) ' ; in in ; , 1 1 R302.13;FIRE PROTECTION OF FLOORS: R 30 INUSL 9 21'-41/2" EXCEPTION:#3. 1/2"PLYWOOD SOFFIT9 i i i i N 1. THE AGGREGATE AREA OF THE ' UNPROTECTED PORTIONS DOES NOT m EXCEED 80 SQ FT PER STORY UNEXCAVATED TYPICAL GARAGE SLAB 0 rn 00 2. FIREBLOCKING IN ACCORDANCE WITH i 1 4" CAST-IN-PLACE SLAB 0 o i SECTION R302.11.1 IS INSTALLED ALONG `� ; W/6X6 W4.0 X W4.0 WWM a.= THE PERIMETER OF THE UNPROTECTED , , PITCH SLAB-1/4"FT TO ° Q PORTION TO SEPARATE THE UNPROTECTED ; ; GARAGE DOORS 2 cn `oo (_, PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. Mechanical Systems THE MECHANICAL-HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH PART-V ; ; ; ; �•i Q C) MECHANICAL 1—I 1 1 1 > M �/ -------- -------------------------------------------- -------- 1 N N w "O 94 M .� U o ------------------- ------------------------- ------------------- (2)ANCHOR BOLTS CD L - - - - - - - - J IN EACH CS-PORTAL TYPICAL (9'-0" WALLS ) 15'-9" 23'-11'/2" 22-S% SECTION SEE FRAME WALL ABOVE "c� rn ti N ACCORDANCE WIDTH CHAPTER 4DETAIL 3 ON PG 2 O T � 8" CAST-IN-PLACE WALL WITH 62'-5" 711, HORIZONTAL REBAR: PER TABLE R404.1.2(1) Greater than 8 foot Wall Height: One#4 bar within TYPICALANCHOR BOLT -R403.1.6 I-D ARC; 12 inches of the top of wall and One#4 bar near MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH � '� H! fYO� the third points in the wall story. NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 9-0 FND WALL HEIGHT � Gc�� ry ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. VERTICAL REBAR: PER TABLE R404.1.2(8) FOUNDATION P LAN ** 1. Walls 24 inches total length or shorter connecting offset braced wall 7Z #5 @ 41 inches on center. panels shall be anchored to the foundation with not fewer than one anchor bolt ON 16" x 8"CAST-IN-PLACE CONT. WALL FOOTING, located in the center third of the plate section and shall be attached to adjacent SCALE: 1/4" = �r-011 N 2- 2 x 6 ACQ SILL PLATES, COPPER TERMITE braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND PROVIDE!FIRE BLOCKING IN ,. ACCORDANCE WITH R302.11 �.-°` Q 2. Connection of walls 12 inches total length or shorter connecting �,� '�a,• 130 � TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP offset braced wall panels to the foundation without anchor bolts shall be permitted. � �,- 01', FOOTINGS 1 V TO 2H. The wall shall be attached to adjacent braced wall panels at corners as shown in N Item 9 of Table R602.3(1). (Fastening Schedule) 10'-10%" 10'-10" 20'-3'/z' e 6-0" T-11" 101-111, 14'-3+/�' ------------- r — — — — — — — — — — — — — — — — — — — — — — — ----------- — — — T R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed Pre-Fab/ Factory Built Fireplaces draft openings (both vertical and horizontal) and to form an effective fire barrier In accordance with chapter ' 6X6 POST between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. 10, factory-built fireplace inserts shall S be UL listed and labeled and shall be I I 1. In concealed spaces of stud walls and partitions, including furred spaces and installed in accordance with the parallel rows of studs or staggered studs; as follows: conditions of the listing. Factory-Built SCREPNEn DECK fireplaces shall be tested in accordance o W 1.1. Vertically at the ceiling and floor levels. I I o with UL 127. Hearths shall be installed in n/ 1.2. Horizontally at intervals not exceeding 10 feet. accordance with the listing of the o 1 I L.L Fireplace & in accordance with code I I O 2.At all interconnections between concealed vertical and horizontal for Hearths & Hearth extensions. I I .� spaces such as occur at soffits, drop ceilings and cove ceilings. All Fireplace shall be equipped with an I I W —J 3. In concealed spaces between stair stringers at the top and bottom of the run. exterior air supply. Exterior air ducts = O Enclosed spaces under stairs shall comply with Section R302.7 shall be UL listed. Factory Built Chimneys 1 Z shall be in accordance with chapter I N U 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 10 Section R1005 Factory Built Chimneys. I 10'-0" N I o o floor level, with an approved material to resist the free passage of flame ( TW3052-2 and products of combustion. I= r — — — — — — — — — _ ! _ — — — _ _ _ _ o o _ — — — — — — — — — — — i_ TW3052-2 ® 03052 "1 F 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 0 0to V 6. Fireblocking of cornices of a two-family dwelling is required at the line of I BRKFST dwelling unit separation. 1 FLAT CROOM 14'-0" @ 10'-0 I N "LG I ® < U. LO 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral 1 11'-10" �n 1 � wood or glass fiber installed securely in place or 1/2" gypsum board. 1 10'T/" 1 ( V) L.t. O Bedroom#3 O I 9'-0"CLG HT HALF WALL TYPICAL ^ UL LISTED GAS 42"HIGH I HDU2 (,� W 1 , RE FAB FIREPLACE ?/- 1HELF I HOEDOWN GLASS DOORS& GUARD RAIL NOTE: Plumbing Note: I HEARTH EXTENSION Bedroom #1 0 Porches, balconies or raised floor ALL PLUMBING SYSTEMS SHALL BE AS PER E9'-0" r r O CODE-CHAPTER 1 10Z00 CLG HT 1 1� surfaces located more than 30 inches INSTALLED IN ACCORDANCE WITH I VENT TO EXTERIOR above the floor or grade below shall PART VII 3'-0"1 LIVING ROOM 1 have a railing not less than 36 inches ° ht. Railings shall have Top rails and Electrical Note: FLAT CLG in hei g g ALL ELECTRICAL EQUIPMENT @ 10'-0" cv ti KITCHEN Balusters and Bottom rails that are I •----- FLAT CLG AND WIRING SHALL BE INSTALLEDo NO MORE THAN 4 INCHES APART. IN ACCORDANCE WITH PART VIII r — @ 10'-0" I 0.s m.E N EXCEPT. the traingular openings formed A MINIMUM of 75%PF 1 rn m O1= o 8.2 `m by the riser, tread and bottom rail of the PERMANENTLY INSTALLED FIXTURES 2'-4" -- I Y.," o t=. N Guard rail at the open side of a stairway MUST HAVE HIGH-EFFICACY LAMPS. I " 4'-0' 21'-7" 2'-0" 6'6" 2 0" o c o u = c accr' a m = ca are premitted to be of such a size that a o cl 8 o t s L o Mechanical systems I 3'-0° 2'10° N 4'-9+r�' _ _ - co n oY y y THE MECHANICAL SYSTEMS SHALL 2'-6" I m o._ s� 6 inch sphere cannot pass through. M I = -, o� = Q b.2 0 BE INSTALLED IN ACCORDANCE WITH I� I Y Open sides of stairs with a total rise of PART V&VI. o " m N = o m - `o c 3 L f/l O 3 E co more than 30 inches above the floor or 1 TYP O o 8 - ALL MECHANICAL SIZING PER ® 11'-2/�" 3'-4 WALK-IN o a a c o m cv , POST a}- _: _ = m 3 v m MANUAL"S"BASED ON LOADS an I °' �' y grade below shall have guards not less -_ - 62'-5" 37'-3'/z" 0I1TItl!V)LMLI'SHEL.THED 6.'. Gtr:LLLIHE E / 707/7 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / I 1 / I - - - - - - - _ - - 3-2x10_ - - - - - - 3-2x10 - - - - - - - 32x10 - - - - I r- / 41.011 m 15'-7" m 24'-6'/Z, m 14'-3Y2, m 4,_0„ .._ ' ' I HOLD-ZET / rMr DE LI E ER4CED%":L L P�.IIEL i.T ; CX ; v N e=Az_=:",;'a��'. EIID OF ER CED t.�.LL UtJE ; I I "' 41_011 ; o vo `�' 2'-5" 4'-0" 3�8 5/32" ' 4'-33/al, 0 END CONDITION 1 END CONDITION 2 I � oo 1 cot;- E:', �nn Ll '� a ' POST 6'-0" U Itt U I I LVL ; 5'-3 23/32" N w N 1 03'-2 11/16" cs-WSP "I 2-2x8 I F _ ' I ' __-- - ..... __- ,2x8 CEILING JOISTS Cad.36"o.c. , -� ' Woo 1 t� O ' I I I N Go ' 0 1 O 2 o SET =' , N BRKFST ROOM i N I i N ,•,,,. -..__ BWL 1 1 r - - - - - - - - - ' 1 O 10-0 9 t - E ll jCEC :S.tiLP-LEL f� LI!;E r.-I p-y,c_ - --- _ --- - - o ----------- i C WSP CS-W BWL 1-1 (✓S WSP -CS � � � ID �•/� - -_ -EZEP=EciF=�.'E�,r i - --- - -- ---- {-- -o- -o --32x8 (3)13/4"x11-7I I FLUSH --- - - " -- -------------------- --- W �+'♦ END CONDITION 3 END CONDITION 4 1 ; (2)1-3/4"x9-1/4"LVL 3-2�C8 1 I < �+• (2)1-3/4 x 9-1/4"LVL o HOLDO N DTTZ2 O LL REQUIREMENTS I 1 � 1 X ALLOWABLE O Return panel: 24" for braced wa'! €.Iles sheathed wit41 I SIMPSON DTTZ2 N ALLCAWABLE HOLDOWN ' c� LOAD: 1825 LBS 77, v;fccd stfuCtu a' patle°s „ \ ; ALLOWABLE ; ct 2x8 Rafters na 16 oc W 32" for braced�"�W 1�!nes Sheathed with ; �-� � � KITCHEN LOAD: 1825 LBS StrUCtura' f berboard I , FRAME OVER , , O GABLE 10'-D"Clg Ht I o II 1 ' U U ry > O Distance D: 24" for braced v,'a'I lanes sheathed �,rith ° o ; ; U) I "v vxcd structu,a! page's 1 ; ; ° o ° U o 1 3 2" for b-aced wa" lines sheathed Myth I v o v o O LIVING - o O ; N Bedroom#1 F _ ; _ @ ap 9 0"Clg Ht struciura' f ber;�card °0 ROOM o0 0 -_ - ;:ESTE==:E_ , Bedroom iD r , I ' .- � zo � w 10-0"Clg Ht Of ' v END CONDITION 6 Hold-down 800 lbs canaclty fastened to the edge of the Ch °� s'o°clg He I o W 'o �, a) ; ch 1 LL --) ; o '5 o device: baced wa'! panel closest to the corner and N " •e °? a rn W rn ; q �' E•0 to' Vie fcundat;cn or fico,framing belc'�ti' _N I �' � � ` � � :� � � � � `_° K � _ o � �o o o y f6 C cts , U_ a ----- O ' It < U I �, N m a, o y 1 2 1 U V- C) 1 O L) , d o `5 w, o - O O U I U U I r 1 w.- E L rn N For$I: 1 inch=25.4 mm, 1 foot=105 mm,1114=4.45N d I U ; o_ -� U � O N � O � 1 X o X I E5 o m� T �� T FIGURE R602.10.7 r - t ; x oX Xc.Xi XN N XN v== Zo o0 � G � � 1 N X N , N ----- O N 1 N ' I 4).r r; rn Pw �•�L o END CONDITIONS FOR BRACED WALL LINES „ x x ; .�_ a o N 5 a a I N N , 1 I 2o.ao.n n� oi �"-%�Y WITH CONTINUOUS SHEATHING I I 11 ; o a a- 3 I 4-919/32 , , I os�n g 3 L G G�`?� O BEARING ' a co t`o Q '0 X 2.a t 1 1 BEARING 1 "p O O N C d U (6 .. - WALL � ( c �' o,vai�' - �°� �+ rnm LG JST '-0" - - - - - - •� c s � o'c 3'-411 i ABOVE 2-2x10 I L n'-oo a v L = m X WALK-IN c o o -- ---- --I-- ---I---------------------------- --------- ---- ----L------------------ -- ------- ---------------- _ FLUSH h - ---------- -------BWL1-2------ - L� 1`� L c E o " o n N _ _____________ _y_ _____ 1 _ �__ co cmUw ' 11 -2/z 1 1 , 11 2 1-314 x11-7/8' LVL DROP 2 1-3/4"x 9-1/2"LVL FLUSH _ _ m v o L y ,1 - - - , 11 1 1 b Z;c d c m o 21 -3/z ( ) ( ) c I aicai wv � o8:SE I x ; FL- U t=q M a- FL-• N E 4.= O a ' 1 -1-3/4"x 12"LVL RIDGE BM ; cN , I BRACED WALL PANEL _ I I - - +- - - - - ; - - - - - -- - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ' ' C:1!@ Ht 2'-53/811 - 1 POST 1 2-2X10 CD _ 3 1-3_/4"x11-718"LVL DROP FLUSH ; RIDGE 1 PER PLAN BRACED WALL LINE 1 1 1-2 1 3 1 4 1 5 1-A 1-B 1 C 1 D _ _ TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP/GB CS-PF CS-WSP CS-WSP GB GB CS-WSP I ; ' 6'-9Y" \ a I I (n o BRACING LENGTH 18 18 15.7 9.5 21.66 14.66 24.5 24.5 15.6 I ' I O ' 0 L) ' co I 1 , , o o v BEARING RAFTER �, , ' T- ' o %o ° WALL ABOVE TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48" 27"/48" 32" 27" 27" 48" 48" 27" ti I N 1 O ; I ; r _ , MASTER , o ' ' U� ------- ' IW \y BATH 1 Lo TABLE R602.10.3(l)Page 180 REQUIRED BRACING LENGTH FT 5 10 5.8 2.5 6 4 6 6 4.6 Q I ' ' I e� 9'-0"CI Ht r ( ) 9 ( ) T" 1 I z m a) cn ' cn � to '►gym o ' `o g M ; w L Q7 W r i I \ TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c I I v ; N ; '� ; = DINING RM '� I x En ' , = 0 g p , BEARING 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 I N ; " ' w U `y. KNEE WALL M N 1,ALL CS-WS FOYER N °° x WALLABOVE I 2x10 Rafter 16 oc I 2x10 Rafters 16 oc , o 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1 , SLOPE x N -� - -I a , ; 1 ; N SUPPORT RR x x 3. WALL HEIGHT 1 1 1 1.1 1.1 1 1 1 1 `� ; 1 BEARING ROOF BEARING DORMER = 2X8 C ill Joist 16"0c N N I o I , WALL ; WALLABOVE ZI x 9'0"Clg Ht ; , U 1 1 a,� J1 N 2x4 C II r tie 48 oc I 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.45 1.45 1.45 1.45 I / ( \ ; O= �I M '' 4'-011 1 111-7'/21 ' I 8edr�#2 or 1 , a\ 1 BWL 1-3 �_ ADDITIONAL HOLDOWNS ---- "o, 6. o--------- ----------;-- - --------r-------F3)4314'x9�4/z'=LVL------- ------ -------;--------- -�---- ----------- ------------------- --------------- ----------------------- 5. I -- Q 6. GYPSUM BOARD OMITTED ' SHED DORMER ABOVE cs-wsP cs-wsP W cs-wsP , x I o �- 7. GYPSUM BOARD FASTENING I 2x10 Rafters 16"oc �\ ' ' 6'-113/x" ' \ N I N O RESULT REQUIRED BRACED WALL LENGTH(FT) 8.8 12.3 10.2 4.8 11.6 6.4 9.6 9.6 7.5 � ' � � 3- 8 1 ' =N 2x8 Ceiling .� st 16 oc 3-10 _ a I _ d 1 / TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) � ,/ 2x4 Collar tie 148"oc \% % ,� I U) � ' o J L 'GB METHOD ` v I 1 , U PER PLAN BRACING LENGTH PROVIDED (FT) 20 21 28.75 5.3 14 16 42 34 16 I ; , , (TABLE R602.10.4 ,_________�__ W (2)1-314"x11-718"LVL Q W U) _____' ___________ ' , 7"O.C.ATPANELEDGES I COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y ---------"1---- """-"---;'-----""---'---'-"--------"-----"'"'"'--"'""' ' 'INCLUDING TOP ANO ; 1 i ` ' 1 ; BOTTOM PLATES,7r IN FIELD ' I V ' ' I - � - - - -; - - - - - - - - - - - - - TALL HORIZONTAL &NTS ; a.Linear interpolation shall be permitted ; 'W 1 1 1 BLOCKED AND I b.The total adjustment factor is the product of all applicable adjustment factors. BWL 1 4 , , 1 , 1 1 P pp 1 I a _�______________U --_ -�__ _ I FRAMINGCONNEC�IONS 1 ------------ ------ ------------- - -----�-------------'- 1 (ASPERDETAIL2ONDWG2 ; c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 1 1 1 provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 1 v� ; : 'N a I o ; 1 , I I �/ ABBREVIATIONS; BWL=BRACED WALL LINE, 0 1 v ; IN I 2x12 CEILING JOIST 16°o�c. 0 BW=BRACED WALL, cn I w/solid bridging 8-0 oc TYF; 1 I N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BRACING METHOD I , ' l 1 1 2x4 Collar ti @ 48"cc ; 22x8' ' - - - =-�;J„ - - - - - -� CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION C5 WSP CONTINUOUS SHEATHING I CS WSP CS-WSP ' -� - - - - - - - --.' WOOD STRUCTURAL PANEL - -t - _J 1 2-CLG JSTS , DETAIL #1 ON DWG-2 T 2-CLG JSTS I ' __ _--�_ CS-P F CONTINUOUS SHEATHING Z'-8° T-5" 2'-8" I -; 1 - - - " ,1- ' - ' T- ' - M PORTAL FRAME ' cl3 DETAIL#3,DWG-2 a •- GB GYPSUM BOARD ' ,1 I it 2x 0 I " I E""I U o 2x10 Rafters a(7 16 oc, 1 Rafters Ccr7 16 oc�, I---I ¢ r c� BRACED WALL NOTES: , N 1 REFER TO DETAILS ON DWG-2 .O FOR HOLDOWNS,STRAPPING, BRACED , 9 I , , I F�^'t 'O 1 O OC WALL DIAGRAMS AND DWG-1 1 1 I 1 1 . CONTINUOUSLY SHEATHED 1 C:) FOR NAILING SCHEDULE. ALL BRACED ; 1 9 I •;- RGRTAL- RAME-SLE DET ---- ' _________ ___ J___ BWL 1-5-- x N -------------------- --------------- WALL PANELS SHALL BE FULL-HEIGHT ' 1 _____ n_ 'O ' - aI ON DWG-2AIVD--- ; --------- SECTIONS OF WALL WITH NO VERTICAL 1 (0 I _ O C3 M c� I �� 1 FIGURE R602.10.6.4 1 OR HORIZONTAL OFFSETS. W _ v� ((2)1-3/4"x`11-1/4"LVL ; I c? p 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(i)FOR 140 MPH ' J L) Zv `tT ( ) I L-------- ---- -M-ft, • 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 , 1 , , N EDA LI CS-WSP CS-WSP 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ' ; L - - - _ 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE -- SHALL BE OFFSET NOT MORE THAN 4 FEET. ' ; m� ¢ ' , JI 1 11 1 11 ' 1 11 ' 15'-7" 1 1111 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 1 I 1 3-0 31-011 1 J z ^• THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ' , � 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 41-011 1 20'-V/2" 41-011 14'-81/21100 4'-011 END OF A BRACED WALL LINE , k> 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE ' ' e oo R602.10.2.2 ( ROOF FRAMING AND WALL BRACING PLAN X �fi a � SCALE: 1/4" = 1'-0" .,. .- , .,.�• "' 12 12 12 12 W ry z O ., W —J 0 U = Top of Plate z <N --- - L.L.. O L�I ry �/J o W QLL (n OO� 0. W Top of SubfloorU� H j - - - - 1 O Top of Foundation _ AMA— I I j 1 I I I I I I i I I I I I i i I I Ea o I I I EMERGENCY ESCAPE I I I I I I I I I I I I I I I o E ` AND RESCUE - a° o I I I WINDOW WITH WELL I C r — I r — I I� �1 r — I I LS u 5 E c N o L - - - - - D o c c Z n ° O C m C I I I I °� I I I I I I •aUi c N a o 8"A Q y I I C 0 U y Y QY w O m n 2 _ _ _ _ _ _ _ _ _ _ _ Z _ _ _ _ _ _ Z _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ aL��LL�N'oC oca�o m�•-�unoir�w_0 0 ootin - - - - - - - - - - - - - - - - - - 04 uf0iwo�3,�cay r3rn N y N'y0"O.3 O E 70 O C '� O Q U .�? O � w C N •L_ N REAR ELEVATION z-05c Q �: mcoEa momUo.c SCALE: 1 /4" = V-0" � U cn m ;s � M CL.=0 a - - - _ - - -TOPOFRO F 12 SHINGLE SIDING 12 5-1/2"TO WEATHER 3 12 12 s, SHINGLE SIDING 1 12 5-1/2"TO WEATHER 12 12 1 12 _ o w N ~ 611 21_ co N Z CIO Top of Plate W co L]Ij W U a U) 8 INCH HORIZONTAL HARDIE-SIDING o of Subfloor o — _ Top of Foundation Coln I I I I I I �•, Z ,__; I I I I I I o FRONT ELEVATION I I I M SCALE: 1 /4" = V-0" i ' I pq U o — — — — — — — — — �--I — — — — — — — — — — — — — — — — — — — — — — — I-�� — — — — — — — — — — — — — — — — — — — — — I — — I]— - - — - —To�of Footing v a 0 90AID ASPHALT SHINGLES 12 W ASPHALT SHINGLES 7 O F -,� SHINGLE SIDING Q 5-1/2"TO WEATHER 12 F J 12 3 W 7Z O c z Top_of Plate �'/`'� F O ASPHALT SHINGLES ® ll� 0 WQ �`� U) ul- in O O 8 INCH HORIZONTAL HARDIE-SIDING n W z ooh — _ — Top of Subfloor >— O F7 E C•y I I I I I I I I I I i t 6 E 0 LEFT ELEVATION I I I I I I I I I - I �ccz o -0 r 57 I SCALE: 1 /4„ = 1 ,_0„ � - - - - - J - - - - — J I I =� �� °� �'�� o II I c ';g•mco•m mo `o O.� L1 U`F- y U w-U Y ay C` m N C O N O C 3 II I I m� w o 3 L c•c�3 0 d U �I 15 t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I L I — — — — — — — — — — — — — — — — — II — — — I� — - — — - —Top of Footing � ,0 G,E.S._ c, 0 o L d p C � N.a 0 0 3 0 0 CO•�-0 m C m U•-C N �' `� f° � mE � cUy (6 n aa).0 Q N G m C m 0 L E m m o m oU °w F- � u=imZ, H � E5. 525- — _ _ _ — _ —TOP OFROO 12 12 7 � � 3 12 3 12 12 7 � � 7 0 H SHINGLE SIDING CV 2-6 5-1/2”TO WEATHER CN z N (f U) Q Q LO (� w TOp_of Plate j a Q U) N M r r i O r � M LLI I� 8 INCH HORIZONTAL HARDIE SIDING - _ — —TOL] Of SubflOOr N — _ Top of Foundation s 1 a --- - W Z a U I I � � � C? RIGHT ELEVATION I I °' c o � � v SCALE: 1 /4" = V-0" Top of Footing U O — �— — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - Ea ARC N`s i� �7 3 J�• Gj�, ��1 s •:4 k �jl I r r� CONTINUOUS RIDGE VENT R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED .2 COLLAR TIES SHALLRIDGE BOARD RAFTER/CEILING JOIST HEEL VENTS: BITUMEN SHEET USED IN PLACE OF JOINT CONNECTION P3103.1 ROOF EXTENSION BOX NAILS IN ACCORDANCE NORMAL UNDERLAYMENTAND SHALL BE NAILED with 4-10d 12 SHALL BE NAILED OPEN VENT PIPES SHALL EXTEND FROM THE LOWEST EDGES OF WITH FASTENING SCHEDULETOGETHER IN ACCORDANCE EXTEND MINIMUM 6"ABOVE ALL ROOF SURFACES TO A POINT NOT 2x4 CT @ 48"oc 3 WITH TABLE R802.5.2 THE ROOF OR 6"ABOVE THE 12 LESS THAN 24 INCHES INSIDE THE (SEE DWG-1 FOR TABLE) ANTICIPATED SNOW ACCUMULATION. EXTERIOR WALL LINE OF THE BUILDING. WITH SIMPSON H2AAT EACH ON ROOFS WITH SLOPE EQUAL OR GREATER 7 RAFTER TO STUD. I 4" VENT THRU 4" VENT THRU P3103.2 FROST CLOSURE: THAN 8/12,THE ICE BARRIER SHALLALSO BE R806.3 ROOF ROOF WHERE THE 97.5%VALUE FOR APPLIED NOT LESS THAN 36"MEASURED ALONG MIN. V AIR GAP OUT-SIDE DESIGN TEMP IS 0 DEG F THE ROOF SLOPE FROM THE EAVE EDGE OF THE BETWN INSULATION OR LESS.VENT EXTENSION THROUGH BUILDING AND SHEATHING 1 I A ROOF OR WALL SHALL NOT BE LESS \ \ THAN 3"IN DIAMETER. ANY INCREASE n000 1 t IN SIZE OF THE VENT SHALL BE MADE \ ., NOT LESS THE 1 FOOT INSIDE THE 12 4 @ 16"oc THERMAL ENVELOPE OF THE BUILDING. 3 BEARING WALL O I 21' - ' I _ _ 211 R 30C BATT 12 " _;- 1 - - _;- INSULATION 1 3 .. - R-21 BATT 7 of = QW2" 3' INSULATION _ Top3* STALL Plate WM DW Sink ; SHOWER C SHOWER LAV LAV LAV WC STALL —� SHOWER ., I I O 1- FIRST FLOOR FE) I 1-1/2;' /2" ® RAP HEADER IN " I „ FAMILY o AZEK BOARDS ® o VINYL SOFFIT ON W � 2.1 3" 2 I 3" 2 —Top of Plate SC ENEDEll FURRING STRIPSLJL � 3" � 3" PORCH ROOM FOYER U7 L — 1 r_, ENGINEERED O 1 I FLOOR O I ;- CONNECT TO A NEW olsTs 911 Z y ' 1 I ! LAV ; WC SUFFOLK COUNTY DEPT. __ _ _ _ Top of Subfloor �— W -- -- — - I I OF HEALTH APPROVED . ••-• : • . SANITARY SYSTEM, - _ — _ _ To�°f Foundation O - - - - BASEMENT ; 77- / m LVL GIRDER ` 3" ` „ _. �,. .. _s .. ... .. by 8302.13 FIRE PROTECTION OF FLOORS: t6 4 FAI _w.. __._._. CO CO 3" PROVIDE 1/2 GYPSUM BOARD ON ENTIRE .: CEILING ABOVE BASEMENT ATTACHED 4„ a,' TO THE UNDERSIDE OF THE JOISTS. R-11 BATT q y PLUMBING RISER DIAGRAM Top of S bfloor_ . , INSULATION 5 DRAPED ON N Not to Scale ' ' d -6 t5 2 WALLS UNFINISHED a w �,€ N o BASEMENT U to LA 2- TYP.BASEMENT SLAB Ilii ' .� - o o m m o 0 a� co N • •. . • •. • . •. •. . • • • - —p_ � a U Y N N Y t�6• — - _ — To of Footin a u ° c W » oCL o L O Cr C - C L L'C N N-'np—O'3 O E SECTION — A 12 4002� SCALE: 1 /4" = 1 '-0" � `2-=E= aN �a ` 00 L c n @ mom " a w E2 I- 0 ron m 0, IL- N E a C a Co- PROVIDE PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF THE IRC RESIDENTAIL CODE. TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ 8302.13 Fire protection of floors. fasteners per manufacturer's specification Floor assemblies that are not required elsewhere in this code to and 2020 NYS RC be fire-resistance rated,shall be provided with a %h-inch gypsum wallboard membrane, Ice & Water barrier as per section R905.1.2 %-inch wood structural panel membrane, (Note: Double underlayment is required or equivalent on the underside of the floor framing member. for Roof slopes between 2 on 12 and 4 on 12) Penetrations or openings for ducts,vents,electrical outlets, Framing As per plans with 1/2" exterior grade lighting,devices,luminaires,wires,speakers,drainage, span rated structural plywood Sheathing piping and similar openings or penetrations shall be permitted, Nail to framing in accordance Fastener Exceptions: Schedules & Strapping per detail sheet(s). 1. Floor assemblies located directly over a space protected by an ASPHALT SHINGLES Flashing per R905.2.8 automatic sprinkler system in accordance with Section P2904, NFPA 13D,or other approved equivalent sprinkler system. TYPICAL SOFFIT CONSTRUCTION. 2. Floor assemblies located directly over crawl space not intended 12" overhangs-typical for storage or fuel-fired appliances. CONT.RIDGE VENT 6" Wood fascia & 6" Wood rake boards. 3. Portions of floor assemblies Trim in aluminum or use "azek" ore equal TYPICAL FLOOR CONSTRUCTION shall be permitted to be unprotected where complying with the following: q 3.1.The aggregate area of the unprotected portions does not exceed Metal drip edge per R905.2.8.5 3/4„ Plywood Span Rated Subfloor, 80 square feet per story W Glued and Nailed in 3.2. Fireblocking in accordance with Section R302.11.1 is installed along C:) H Fully Vented Vinyl Soffits the perimeter of the unprotected portion to separate the unprotected N 0 accordance with the fastener schedule. portion from the remainder of the floor assembly, N Z TYPICAL EXTERIOR WALL Floor Joists and Bridging as per Code. 4.Wood floor assemblies using dimension lumber or structural composite 1�t Q 2x6 Doug-Fir Wood Studs @ 16” oc. lumber equal to or greater than 2-inch by 10-inch nominal dimension, (— INSULATION SCHEDULE or other approved floor assemblies demonstrating equivalent fire performance. U) LU LU LI j Double top Plate and Single Sole Plate. _J 1/2" exterior Grade - Span Rated shall comply with Res-Check 0w U W Continuous Structural plywood Sheathing. insulation requirements Q Cl) Fastened per Fastener schedule. Z (D Location R-value Thickness > 0 tyvec House Wrap or equal. Flat CI R-38c 10-1/4" W ASPHALT SHINGLES Vinyl or Wood Siding as per clients selection g 0 o installed per manuf specs. Vaulted Clg R-30c 8-1/4" Cont. load path strapping installed in accordance Floor(unheated space) R-30c 8-1/4" zoutside air) R-30c 8-1/4" o with drawings. Provide Fire Blocking in accordance ) with R302.11 & R302.11.1 and Exterior 2x6 walls R-21 5-1/2" SOLAR ENERGY SYSTEMS Draftstopping per R302.12 & R302.12.1 2x4 walls R-15 3-1/2" CHAPTER 23 & (R324) air seal walls to pass 3 air changes per hour SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE TYPICAL FOUNDATION CONSTRUCTION Above grade attic walls R-15 3-1/2" WITH CHAPTER 23 AND THE FIRE CODE OF NYS. In accordance with chapter 4 All Glazing U = .30 SCGH: .30 N SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. Doors-less than . r� PANELS SHALL BE LISTED AND LABELED PER UL 1703. 3000 psi Air Entrained cast-in-place concrete 50°/° glazing g U = 40 wall on cast-in-place Concrete Wall Footing per Door-more than 50% glazing U = .30 SCGH: .30 U SOLAR READY ZONE: R403. refer to Foundation Plan for footing size & W a.) > IN ACCORDANCE WITH APPENDIX T thickness. Concrete Horizontal and Vertical Mechanical Specifications: Z THE TOTAL SOLAR-READY ZONE AREA SHALL BE >_ One Ener Star bath fan with an C) ROOF PLAN NOT LESS THAN 300 SQUARE FEET NOT INCLUDING Reinforcement per Chapter 4. & gen note #6. Energy H a, kn ACCESS OR SET BACK AREAS AS REQUIRED BY Damproofing per 8406. 2- 2x6 approved electronic programmable timer ►� ? M SCALE: 1/8" = 1'-O" THE INTERNATIONAL FIRE CODE. Sill Seal And Termite Shield per Ix oo ROOF AREA ORIENTATION SHALL BE BETWEEN treated Sill Plates, 110-270 DEGREES OF TRUE NORTH. Section 8318. Anchor bolts per Foundation Plan Other Specifications: t� ,PQ U,�// r. O • Windows: U<_ 0.30, SHGCs 0.30 CONSTRUCTION DOCUMENTATION and 8403.1.6 W CERTIFICATE REQUIRED PER T103.10 • z 100% high efficiency lighting (CFL's or LED's) INTERIOR WALL FINISH • <- 3 air changes per hour Provide 1/2" Gypsum Wall Board on ceilings • >-All Energy Star appliances and walls except basement walls & clgs - unless Y noted. Min 1/2" Moisture Resistant Wall Board on R403.6 Mechanical ventilation shall be provided that Ceiling and all walls in Bathrooms (humid areas) meets the requirements of section M1507 J C� and 5/8" cement board on walls and ceilings in wet areas. Provide 5/8' Fire Rated gypsum wall Board on walls R403.7 Heating and cooling equipment shall be ' " and ceiling located as per code, manufacturers sized in accordance with ACCA manual J by a requirements and drawings. certified third party rater. ,a oft", P SOF NEva _¢