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Home My WebLink About46955-Z o�OS�FfOlk�pG Town of Southold 10/15/2022 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43494 Date: 10/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5495 Bridge Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 84.-1-6.15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2021 pursuant to which Building Permit No. 46955 dated 10/12/2021 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 unfinished basement, covered porch, rear egtjy stoop, second floor balcony and attached garage as applied for. The certificate is issued to Reds Adventures LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2188 10/4/2022 ELECTRICAL CERTIFICATE NO. 46955 7/14/2022 PLUMBERS CERTIFICATION DATED 7/26/2022 O to i Plumbing Heating ut r' e Signature o�SUFFQ�i TOWN OF SOUTHOLD 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#: 46955 Date: 10/12/2021 Permission is hereby granted to: Sorletti, Anna 50 Wood Valley Ln Port Washington, NY 11050 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 5495 Bridge Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.15 Pursuant to application dated 9/28/2021 and approved by the Building Inspector. To expire on 4/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,184.00 CO-NEW DWELLING $50.00 Total: $2,234.00 Buil din nspector ho�*pF SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlin(,5-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUm'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Reds Adventures LLC Address: 5495 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 46955 Section: $4 Block: 1 Lot: 6.15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Brosnan Electric License No: 53956ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 62 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 77 CO2 Detectors Meter Main A/C Blower 2 Range Recpt 40A Ceiling Fan Combo Smoke/CO 3 Transfer 200A UC Lights 1 Q' Dryer Recpt Gas Emergency FixturesTime Clocks Disconnect 2 Switches 51 Pucks 1 Q Exit Fixtures Pump Other Equipment: Floor Heat 1, Fridge, Cooktop, DW, Hood, Micro, W/D, Central Vac, Gas FP, De Humidifier, 200A Panel 42 Circuit/40 Used Notes: New Two Story w/ Unfinished Basement- No Generator Inspector Signature: Date: July 14, 2022 S.Devlin-Cert Electrical Compliance Form �jOTr SI lop, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® C BUILDING DEPARTMENT AUG 0`8 209 DU TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: �. Building Permit No. 1I1� Owner:-.--,-- ,'`lI I�J IIJil�tl (Please print) - Plumber: , n(� (Ple print) J I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) --- Sworn to before me this day of��,1 20-9a Notary Public, County Allison Marie Robinson Notary Public,State of New York Reg. No.01 806409757 Qualified in Suffolk County II Commission Expires,10/O5/20)-1 o�aOF SOUIyo qy� - ly� /+� a Ln # -TOWN-OF SO;UTHOLD BUILDING DEP �ycouun ''� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ _] ROUGH PL13G. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ]' FINAL [ ] FIREPLACE & CHIMNEY [ ,] FIRE-SAFETY INSPECTION -[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S�- L r-,gi OAIL-Y - - o DATE INSPECTOR ` pf SOUTy�6 � � � 5✓ �L4� � / �•� 1 # # TOWN OF SOUTHOLD BUILDI G DE9. �o • �o `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST : [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 14 IU 111 INSPECTOR �o,*pF SOUlyO� # # TOWN OF'SOUTHOLD BUILDING DEPT. �`y�ouHn ' 765-1802 4661-1 INSPECTION [ ] FOUNDATION 1ST . [ OUGH PLBG. [ OUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s r AVWI- I f DATE 11 2422- INSPECTOR - OF SOGTyo�` LI li-q l � 14' e L,,,,# # TOWN OF SOUTHOLD BUILDING DIT. coUrm N631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL, REMARKS: W ZA7 / DATE INSPECTOR qOF SO//lh°� TH LDBUILDING TOWN OF SOU O DEPT. °`"couN►v,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULA,�TrION/CAULKING [ ] FRAMING /STRAPPING [ FINAL UP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL _("REMARKS: [ / T_ Nmf n 1 Vvh fit ��✓l — S KA.y0t 99 ✓�• V&loi/- ri7fFitt Afl � 04;4W6A S hV4 VmIU� r m�9,Mgt L.,/ 000� DATE INSPECTOR • Home Energy Rating Certificate Rating Date: 2022-07-27 D Final Report Registry ID: 620118689 AUG 0 4 2022 Ekotrope ID: ILXDGzbL • ° Index Score: • Home: Your home's HERS score is a relative 5495 Bridge Ln 5 • performance score.The lowerCutchogue, NY 11935 • the more energy efficient - home. Your Home's Estimated Energy Use: This home meets or exceeds the Use(MBtu] Annual Cost criteria of the following: Heating 57.3 $1,515 2016 New York ECCC Cooling 0.8 $44 2020 New York ECCC Not Water 15.6 $394 2018 International Energy Conservation Code Lights/Appliances 24.2 $1,175 2015 International Energy Conservation Code Service Charges $120 Generation (e.g. Solar) 0.0 $0 Total: 97.9 $3,248 1098 CFM x 60 Min/Hr/ 25972 Ft/13 = 2.54 ACH@50 Pa Index Home Feature Summary: Rating Completed by: Moro E—n Home Type: Single family detached Energy Rater: Michael Caruso ;so Model: N/A Existing 140 Community: Single&Separate RESNET ID: 7960376 Homes - 1d0 Conditioned Floor Area: 2,814 ft2 Rating Company: Energy Testing Services 170 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 110 631-244-2627 Reference loo Primary Heating System: Furnace•Propane•92 AFUE Home vo Primary Cooling System: Air Conditioner•Electric•16 SEER Rating Provider: Building Efficiency Resources 8O Primary Water Heating: Residential Water Heater•Propane•0.69 Energy Factor PO Box 1769 Brevard,NC 28712 O House Tightness: 1098 CFM50(284 ACH50) 800-399-962060 +�••••- so Ventilation: 134 CFM•23.2 Watts 4 0 This Home Duct Leakage to Outside: Untested Forced Air w Above Grade Walls: R-21 10 Ceiling: Attic,R-49 /�/f LC I Q LSCD�� «rJ(� Zero Energy 10 Window Type: U-Value:0.3 1,SHGC:0.29 ��1 Home ° Foundation Walls: N/A Michael Caruso,Certified Energy Rater Framed Floor: R-30 Digitally signed:7/28/22 at 8:52 AM mMi7 R(SA(1 Ekotrope • • reportThe Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calicullatod vvithout modifications to the energy modell.(As Modeled) This does not • or 5495 Brid a Ln Cutcho ue NY IndexHERSO e Date:Jul 27,2022 511 HERS • 620118689 Annual Estimates: Rating Company: Electric(kWh): 6,056.7 Energy Testing Services Propane(Gallons): 848.6 Rating Provider. CO2(Tons): 8 0 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $3,248 PO Box 1769 Brevard,NC 28712 Home Feature Summary: ..Ma Single family detached,4 sso bedrooms,2,814 ft' Eaisring i.o Heating:92 AFUE Homes � Cooling:16 SEER .,0 Hot Water.0.69 Energy Factor Reference ' ' 100 HO1"` 90 Air Leakage: eo 1098 CFM50(2.54 ACH50) Ventilation:134 CFM•23.2 W 60 ^� 50 Duct LTO:Untested Forced Air m This Hoe i0 Above Grade Walls:R-21 w zo Ceiling:Attic,R-49 ZenoEiHOW o Window:U:0.31.SHGC:0.29 Foundation Wails:N/A Ekotrope ekotrope 4.0.1.2958 (fir I II wl 1E 13UILUING DtP L TOWN OF SOUTHOLD Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 5495 Bridge Lane City: Cutchogue Builder Name: Calvosa Custom Homes Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-07-27 Outdoors Temp During Test: 78 °F CAZDepressuriaation (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace W1 Boiler II Heat PumpE[Other❑ z Venting Type Drat SP llape Sip IlaQe CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) oust Case atural Rating:92.0 N❑P❑✓ O❑EEJ NQ\0MO s_✓ NSA Pa. Pass ✓❑Fail❑_ PassZFail❑ N/A PPM N/A PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank Z[IndirectEl Tankless ❑ Size: 75 Style Common Vent❑ No n InstantaneousQCommercial (See Note 5below) (Gallons) 4 Stand Alone 0 EfficiencyFuel Type s z Venting t Type 3 Draft Spillage llage Spillage(Natural) CO CO (Circle T}pe) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 NQ P_✓❑O❑E❑ N❑M R✓ S❑ N/A Pa. Pass ✓❑Fail❑ PassElFaill] I N/A PPM N/A PPM Oven, Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO NIA PPM Ambient CO(During Oven CO Testing) N/A PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-07-27 AUG 0 4 2022 LD, BUILDING DEPT. TOWN OF SOUTH&D Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 5495 Bridge Lane City: Cutchogue Builder Name: Calvosa Custom Homes Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 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: 2022-07-27 Outdoors Temp During Test: 78 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Tvpe: Furnace I r l Boiler❑Heat Pump Q Other❑ r z Venting Type 3 Drat Sin llaQe Sin ilaee CO CO E teiene . Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) orst Case (Natural) Rating:92•0 N❑P00❑E❑ N❑NomasE N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/APPM NIA PPM Yes ❑✓ Type: Standard Tank aIndirect Tankless ❑ Size: 75 Style Common Vent❑ Water Heater Primary: No Instantaneous CommercialSeeNote56elow (Gallons ❑ ❑ f ) ) ' Stand Alone ❑✓ Efficiency Fuel Type s z Venting Type 3 Drat Sip Ilag S ily lace(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑P✓❑O[LE❑ N❑M❑✓ S❑ N/A Pa. Pass ✓❑Fail❑ PassEFail❑ I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso - Rater Number: 7960376 Rater Signature: Date: 2022-07-27 Im AUG 0 � 20Ll BUILDING DEPT. TWIN OF 50UTHOL'D AUG 0 � 5495 Bridge Ln 2022 Cutch®gue, NY 11935 BN 01=S00� Builder: Calvosa Custom Homes TOWN 0THOL O Community: Single & Separate f HOME IS CERTIFIED TO MEET THE NEWYORK 2020 ENERGY CODE Building Features i Ceiling Attic, R-49 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air Foundation Walls N/ATotal Duct Leakage 54 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Propane•92 AFUE Slab N/A iio� Cooling Air Conditioner• Electric• 16 SEER f � Infiltration 1098 CFM (2.54 CH50) Water Heating Residential Water Heater• Propane•0.69 Energy Factor Window U-Value: 0.31, HGC: 0.29 r As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of I Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,l certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. iName: Michael Caruso Signature: IlWadCc&a& Organization: Energy Testing Services Digitally signed: 7/28/22 at 8:52 AM Ekotrope RATER-Version 4.0.1.2958 i New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. { Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Jeffrey T. Butler., P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 '631-208-6850 Licensed Professional Engineer November 16, 2021 'Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 15495 Bridge Lane, Cutchogue NY(Building�Permit#46955) V To Whom It May Concern, Please.note the following concerning this application: • I have inspected the rebar in the footings of the dwelling and find that the work conforms with the NY State code and the approved plans. Should,you have any questions please do not hesitate to call. cerelycc , O N�I+ry I JeT.Butler, P.E. t . t d� 7�� "�'Cixn,uca�' AUG 2 5 H22 �.o;'1-1?14s'3 TOWN OF C)L)T iOL'D Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 DEC 012021 DD Licensed Professional Engineer BUILDING DEPT. TOWN OF SOUTHOLD November 29, 2021 Building Department Town of Southold P.O. Box 1179 Southold NY 11971 Re: 5495 Bridge Lane, Cutchogue - BP #46955 Dear Sirs: Please note the following concerning this application: • I have inspected placement and diameter of the rebar in the footings and find that it is consistent with the approved plans and the 2020 Residential Building Code of NY State. I have also inspected the size of all footings (interior columns, exterior porch) and find that they are consistent with the approved plans. Sincere , Jef r P.E. F Eli, 41 EIV T e�y0 W i ZN FSA 03483 �OFESSIOV, Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 ® ECEP WE 631-208-8850 DEC 0..3 2UZ1 Licensed Professional Engineer BUILDING DEPT TO WH OF SOUTHOLD November 29, 2021 Building Department Town of Southold P.O. Box 1179 Southold NY 11971 Re: 5495 Bridge Lane, Cutchogue - BP #46955 Dear Sirs: Please note the following concerning this application: • I have inspected keyway on the footings and fmd that it is consistent with the approved plans and the 2020 Residential Building Code of NY State. Since ely, Jeffre4er, E. Al T 6 `0 n U 073493 AR�FESSI00 Jeffrey T. Butler, P.E. ,9 P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer November 23,2021 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 5495 Bridge Lane, Cutchogue NY(Building Permit#46955) To Whom It May Concern, Please note the following concerning this application; • I have inspected the damp proofing of the dwelling and find that the work conforms with the.NY State code and the approved plans. Should you have any questions please.do not hesitate to call. S' cerely, =^ ��....�,,. Y Tel% 0'' l T. Butler,'P may , AUG 2 5 2022 BUILUING UtPTi. TOWN OF SOUTHOLD Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street ,Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer ,March 10, 2022 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 5495 Bridge Lane, Cutcho u�(Building Permit#46955) To Whom It May Concern, Please note the following concerning this application: l..have inspected the.framing an.d.strapping-.of.the.dwelling and..find...tha.t.the..work....,..,... conforms with the NY State code and the approved plans. ,Should you have any questions please do not hesitate to call. eerel , Y r� EY T '6G b J ffrey T. utler,P.E. N L; � 3493 •0 �, So J y AUG 2 5 2022 LO BUILDING L)Epl- TOWN OF SOUTHOLD Jeffrey To Butler, PA5 ,, :P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer April 1, 2022 Building Department Town of Southold 54375 Main Road Southold,'NY 11971 RE: 5495 Bridge Lane, Cutcho ug e NY(Building Permit#46955) To Whom It May Concern, Please note the following concerning this application: I have inspected the insulation of the dwelling and find that the work conforms with ...._............ he_'10.State..code..and_the,.approved...plans..arid..the..Ener.,gy...Report_on.file..with..this.....................,,,.__...................... ,application. Should you'have any questions please do not hesitate to call. ;ncerely' , CSP<<FY T. frey T Butler,P.E. n '� ?¢:':vex cc n ,iii. 0 AUG 25 2022 BUILUING IjtN I. TOVVN OF SOUTHOL'rD- ieffreyTo Butler, P.E., Poco 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer .April I,2022 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 5495 Bridge Lane, Cutchogue NY(Building Permit#46955) To Whom It May Concern, Please note the following concerning this application: .0 I have inspected the plumbing within the dwelling and find that the work conforms --._witlitheNY:State_code_and the_appr_ove.d_plans._A_system press.ure-testwas__—...__.____:�._....—..—_�.___ witnessed for both the supply and drainage pipes. All piping and fittings were verified to be in compliance with the code. Should you have any questions please do not hesitate to call. _ pC E Sincerely, -q T y Q) e ey T u'tler,P.E. ts1 _ .��• �" c; AUG 2 5 2022 ��_ ` BUILDING DFP ' TOVVN OFSdUT'H LD t • � • • _ COMMENT- FOUNDATION VA 2 F&M Y ---------------------------- e 1 • 1 ROUGH FRAMING&- . INSULATION.PER N.Y. STATE ENERGY • 1 5Ka/ i�. 11 , ' ri �' G r 11 e e o l fAr =_ � Mom- f� © 41 t' O �: TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtoyam�.gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only PERMIT NO. Building Inspector: SEP 2 8 2021 BUILIAM" Applications and form,s must be filled out-in thei r entirety. Incomplete.. TOWN OF SOuTH4')LD applications will'not be accepted. Where the Applicant 1.s not the owner,an A on a i r Owner's uih z fo rn�(Page 2)shall be completed.. Date: C1 0 0 ZA OWNER'(S)OF IPROPERT�: Name: SCTM # 1000- e-S L LC— Project Address: I Phone#: Email: �,e-"s\ 1-4 Mailing Address: \V\"�Q CONTACT PERSON: '.' Name: MailingAddress: Phone#: Email: DESIGN-PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Ad dress: Phone Email: DESCRIPTION OF PROPOSED�CONSTRU&ION L ew Structure ElAddition ElAlteration EIRepair F—IDemolition Estimated Cost of Project: Elother $ 9 QQ 0oo Will the lot be re-graded? E]Yes S(No Will excess fill be removed from premises? E]Yes AD a PROPERTY INFORMATION Existing use of property: A Intended use of property: Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to _ this property? ❑Yes ;No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: 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 Laws,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 d regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ��" �r�'"L Authorized Agent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF OL14- ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the N ¢_� (Contra ,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements'contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file there h. Sworn before me this day of 7 �'�,�ti.�vt� ,20 L Nory Pub is SALL E.NEMSCHICK NOTARY PUBLIC,State of Newl'A No.5014257,Suffolk County PROPERTY OWNER AUTHORIZATION Term Expires duly)a�2QZ,3 (Where the applicant is not the owner) residing at g)Ss C_C�-Qx� C1� \NQ)'D S do hereby authorize \2�`SS0. v� to apply on my behalf to the Town of S ut d Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i s <ooSaiFOt'tC,9 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtowmiy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: r OWNER(S)OF PROPERTY: Name: ().�� L LC- SCTM#1000- Project Address: Phone#: i�� Email: Y Mailing Address: c��`�o,,�l. C`_..� , �`V�:a CONTACT PERSON: Name: ��,�-\��SS�•�"�v. � I Mailing Address: O I Phone#: �`, Email: DESIGN PROFESSIONAL INFORMATION: (� j Name: c� Rz> Mailing Address: C�)C4 �\� �r-S Phone#: �� o -71 S Email: �� c CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: �1 .�� Email:,) �U aSca��1�--+�oC''o�n�2s'•, a , DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes EdNo Will excess fill be removed from premises? ❑Yes INo I i� I� I 1 I U Town Hall Annex y�ti° Telephone(631)765-1802 54375 Main Road ;1 Fax(631)765-9502 P. O. Box 1179 COO. Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: C' 12;7 �I Owner: �� ApyEA;rya L-L_c- Location of Property: '6'101S LAAK-. C421rW, 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) Signature: Y� Name (person submitting this form): 1 )OA!5� � Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 j BUILDING DEPARTMENT- Electrical Inspector pv�d�D TOWN OF SOUTHOLD f' 1o�N s Town Hall Annex- 54375 Main Road - PO Box 1179 Southold New York 11971-0959 o4. aTelephone (631) 765-1802 - FAX (631) 765-9502 rogerr M-southoldtownny.gov - seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-1 Z Company Name: \: XOS` (3x,\ Name: License No.: , email: Phone No: (D-6 - Z\-315\ 21 request an email copy of Certificate of Compliance Address.: S\ f\\-b )v 1-Ove JOE SITE INFORMATION (All Information Required) Name: (4,0j A0U_(bJWa4'_ ' Address: 54 q j r,�l C)(�� AWG �� G(�'! Cross Street: (� AIU Phone No.: C'�IJ qq6 - -go Bldg.Permit#: 5 email K&QQOALE&9,&5 CUA (AlAAA. Tax Map District: :_ 1000 Section: BLi Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ��fi� (�[�,��('� 1 9 Check All That Apply: -Is fob ready for Inspection?: ❑YES NO ❑Rough In ❑Final Do you need a Temp Certificate?: ]YES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole' Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xfsx U DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Nov Tpwn Hall Annex - 54375 Main Road - PO Box 1179 e�_of%o voVD Southold, New York 11971-0959 -so0A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov — sea ndRsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ` Y_6SJUAtJ FL4,0�rL.t Electrician's Name: b r0 SN&JJ License No.:He_513gSh Elec. email: Elec. Phone No:(031 _qX1- 3 r ❑I request an email copy of Certificate of Compliance Elec. Address.: ;(1 jQ 012 LANA 11)J)e Alk& A y lillyto --�Jb JOB SITE INFORMATION (All Information Required) Name. ' ve PhA r e,_ LLC. Address: 511 s5 ' J*1D fg ZAP*- CAl,o Cross Street: Lit OAP Phone No.: BIdg.Permit#: �rj email: VcALv6 Cit�Vo A >P' /za1p�V Tax Map District: 1000 Section: Block: Lot: �, • �Coa� BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print Clearly): l✓GW o ve.-rhle¢� E&c4/1 L . revi (cam ' L pv-i s'i�f�¢ ra #u e Square Footage: .3yd-0 Circle All That Apply: b✓C°yjAO serve Is job ready for inspection?-. RoughYES NO ❑ In F] Final Do you need a Temp Certificate?: YES FINO Issued On Temp Information: (All information required) Service'Size ! 1 PhF_13 Ph Size:,O�?G 0 A # Meters_� Old Meter# New Service❑Fire ReconnectE]Flood ReconnectOService ReconnectOUnderground Voverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? WY N Additional Information: PAYMENT DUE WITH APPLICATION �,a U DING DEPARTMENT- Ele'ctrical,Inspector TOWN OF SOUTHOLD ca GDS,awn Hall Annex 54375 Main Road - PO Box 11.79 Q BU�oWsou�►o�V Southold, New York 11971-0959 -Vo`i`iN Telephone (631) 765-1802 - FAX (631)765-9502 rogerr(absoutholdtownny.gov — seand cc southoldtown gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: Company Name: 9_6xMA fJ �(, -C4_'LL Electrician's Name: b 13V0,0 StJA Na License No.-Pic- gs'6 Elec. email: Elec. Phone No:(03 I=qXt- S'. ❑I request an email copy of Certificate of Compliance'. "Elec. Address.: JOBSITE-INFORMAT_ LOIN (Ail Information.Required) Name. Address: �o _Cross Street: 1, a -Phone No.: j-..5° =3''; S BIdg:Permit#: ,.�.rj ------ ------- - ----- email: I��ALvs Cit�Vc A -_�Z•--1 -- Tax ma Distract 1:000 Section: Block. Lot: � r SMEF DESCRIPTION:OF WORK INCLUDE SQUARE.FOOTAGE (Please;Print.'Clearly):. B . /vecJ SiNfLa. /, o1� Square rbota9e: Circle All That Apply: dyCr hfeAs' Serve Is job ready for inspection?: YES ❑ NO R Rough In Final Do you need a Temp Certificate?: YES E:JN_O Issued On Temp Information: (All information required) Service'Size 1 Ph 3 Ph Size: a A # Meters Old Meter# lew Service0 Fire Reca:nnectOFlood Reconnect ReconnectQUnderground Overhead # Underground.Laterals R 1 2 R H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �/\ PERMIT# d I Switches Outlets GFI's Surface . Sconces H H's L)C US , Fans Exhaust Oven 1N�� V V Smokes DW Mini: . �. M icr e e afo-r" Ca' n p', bo I; , Gom:bo �Co3kto �..�r..ar►sfer' �J AC` AH. - . . Hood Amps' . '•,Have Usi�d` Special:.. :. VC11b/^ Comments: �.1� Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street D Riverhead, New York 11901 DEC 0,3 2021 E " " E Do 631-208-8850 BUILDING DEPT. Licensed Professional Engineer TOWN OF SOUTHOLD November 30, 2021 Building Department Town of Southold P.O. Box 1179 Southold NY 11971 Re: 5495 Bridge Lane, Cutchogue - BP #46955 To Whom It May Concern, Enclosed, please find certification letters for the inspections completed at the above property. Should you have any questions, please do not hesitate to cajeyButler, P.E. SITE DATA 5675 BRIDGE LANE, CUTCHOGUE sz.a OWNER................................... REDS ADVENTURE LLC en o SCTM: 1000-84-1-6.14 x ^ m 1361 LINCOLN AV£ SU/7F 6 LAND NOW OR FORMERLY OF \ XN HOLBROOK, NY 11%41 53.3 ANNA SORLETTI -a-' (VACANT - NO WATER) I APPLICANT.............................. CAL VOSA CUSTOM HOMES CORP. r- --_ -5 "- -� N 1361 LINCOLN AVE SU/TE 6 s a 53.2 I HOLBROOK, NY 11741 _ - N 43 20 20 E X 371.28 53.2 1 sa.s x 8'X� �x s TOTAL S/TE AREA .................... 55,745 SF(1.2797 ACRES) `52.5 53.7 53.6 PROPOSED BELOW GRADE 53.1 '� " M 1,000 GALLON PROPANE PROPOSED ELECTR/C ZONING DISTRICT..................... A-C / 20'M/N. SIDE YARD SETBACK TANK& SERVICE ��` TRENCH DRAIN I SERVICE(COORDINATE PER CODE(A-12) PROPOSED LOT AREA I i CONNEC77ON WITH ................................X \ 53.6 3X R/M 52.7 I UTUTY COMPANY) 80,000 SF 55,745 SF! 4.0 l 53.7 O L \5 £ E E E- -E - LOT WIDTH............................... 175'MIN. 150'* PROP, 10'0 X 9' MIN. 52.7 -r O , DEEP DRYWELL 20 to 53.9 PROPOSED 1�, LOT DEPTH............................... 250'MIN. 371.28' 0 0 X 5 DRIVEWAY -141 ( I w FRONT YARD SETBACK........... 60'MIN. 100' :-7 \, - :7 J 1, \ U 53.0 R .- \ -N PROP. 10'0 X 6' m o SIDE YARD SETBACK............... 20'MIN. 49.5' I. I 1( DEEP DRYWFLL �� W o I w 3 s4.a Q 53.7 43.2' O " xa = } BOTH SIDE YARDS.................. 45'MIN. 98.6' 5� I 7 u, 5OZ SAN/TARY Cil " Z F N-j X2 W o o o i W X BALCONY I PROPOSED I LEACH/NG �N W a a REAR YARD SETBACK............. 75'MIN. 224.5' a 111 a Z \ 54.0 \� 2 STORY 20.2' U W 3 - O O W Q SINGLE FAM/L Y \ I I EXPANSION .- a I ............. w o IX I 0 \ I f0'' M O LLIZ UNABLE FLOOR AREA 850 SF WELL/NG 2,682 SF p o \C�• 0 DWELLING 10.7' I w O Z Z w- o z 4 s4 \ 53.8 4 BEDROOMS M/N. x I S z I a LOT COVERAGE....................... 209 MAX. 7.5% J 30Z Q f 52.9 W J/ a0�-� O••O'4 a X x h PROPOSED WA IFR (W/BASEMENT) $ 1 <O p I o z o F BU/LD/NG HEIGHT.................... 35'MAX. <35' z o 53,s Q s3.72 FF ELEv = s6O o I PROPOSED 8'mX12'E.D. Mo as W Q SET VICELA7FRAL cFECEv s4.0 / n ��3oz ° 00>5 i i P4 O' W LEACH/NG POOL Off ) W I o••Z a NUMBER OF STORIES.............. 2 j MAX. 2 STOR/ES � I / B D, PROPOSED 1,250 (VR m o m j OT CLEAR/NG a Z 53.7 51' o �: GAL. SEPTC TANK O) ) Q o rn z o§ L(30,000 SF-60,000 SF LOT) .. 50%MAX. 49.62 O ; 6.0' 12.9' U . M a N ! __X153.7 � o _ p -j n *PRE-EX/SANG NONCONFORMING PROPOSED CLEANOUT (C)a IN ( ^ \ s3 z 150'MIN. TO SANITARY LEACH/NG STRUCTURE 53 i� Z V ` *`" "n n N DRAINAGE CALCULATIONS Sas \ N \ PROP. 10'0 X 9' o=p e x • DEEP DRYWFLL 53.5 10 w s3.z i (n DRIVEWAY.• 1.985 SF X 2-IU X 1.0 = 331 CF \.5X4y 53.0 X- / to REQUIRED STORAGE VOLUME = 331 OF `t IX � �� 54.y ro x 54.4 Z 53.5 53.5 - l ''QO,o'2 USE I -1010 DR)� ®6'DEEP (410 CF) X PROPOSED PRI VATF WELL ��' LOT COVERAGES (150'MIN. TO SAN/TARY LEACH/NG POOL l REAR YARD & ROOF �S DWELL/NG. 1,777 SF ROOF. 1,857 SFX 2-112 X 1.0 = 310 CF 54.20 53.6 53.7 50'MIN. TO STORM DRA/NS/ORYWFLLS) X F� ,y s3.z O G PORCH.- 185 SF LANDSCAPE. 16.520 SFX 2112 X 0.3 = 626 CF X53'5 -- - 53.9 / �J NOT c BALCONY 80 SF REQUIRED STORAGE VOLUME = 1,136 CF I� ON,y� N DRIVEWAY 1,985 SF C�cp X� SIDEWALK. 84 SF 1,136 CF/68.4 CF/VF= 16.7 VF 54.3 S 43'20'20~ W 53.9 53.5 371.89' / ro p ST PS. 61 SF USE 2 - 10 0 DRYWELLS ®9'DEEP (1,231 CF) 25295 MIDDLE ROAD, CUTCHOGU I ' �B!/ TOTAL: 4,172 SF LEGEND LASCTM: 1000-84-1-6.17 53.3 ��A�P SANITARY CALCULATIONS ND NOW OR FORMERLY OF 'sz.s EDGE OF PAVEMENT MARIA IANNOLO IRREVOCABLE TRUST EXISTING WOODLINE (VACANT- NO WATER) I N GROUNDWATER MANAGEMENT ZONE' /V PROPOSED WOODLINE - - GRAPHIC SCALE I x" PROPOSED 4 BEDROOM RESIDENCE W WOODLINE TO BE REMOVED �"'� I U Q Cq O W SAN/TARY SYSTEM.• EXISTING SPOT ELEVATION -{-55.43 N MO1 C7 3 =,0-110 >- z o SEP77C TANK. 810 X 4'L.D. - 1,250 GALLON PROPOSED SPOT ELEVATION +55.43 40 0 20 40 80 160 FO-j-jMM J 2 EXISTING CONTOUR - -55 - ON'W<wM LEACH/NG POOLS. 1 - B'O x 12'DEEP LEACH/NG POOL ROOF DRAIN PIPE -R- ° M W o a (300 SF S/DEWALL AREA) / 4im2Z}p Z I a.jF <ojrJs O W TEST ELEy HOLE IN FEET�) ((, o^o w DARKBR�µ9y NOTES 1 inch = 40 ft. ?jJ ,/ m()z C Z Z 8 17 21 AS SCDHS COMMENTS DA7FD 8112121 1' 4O p N Z p v V Dai. By Revision BROWN SILT 1• THIS PLAN REFERENCES A BOUNDARY& TOPOGRAPHIC SURVEY PREPARED BY BARRE7T .1O N g� F Desi9r. 6y: S Dro ed y. AS Checked 6y: AS (ML) BONA CCI& VAN W£ELE, PC DA7ED JUNE 9, 2021. In z 31 2. ELEVA77ONS REFER TO N.A.VD. 1988. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ` Barrett J. SANITARY SYSTEM NOT TO BE INSTALLED UNDER DRIVEWAY. Bonacci & 4. IT/S THE APPLICANT'S RESPONSIBILITY TO MAINTAIN ADEQUATE SANITARY DISTANCE 4B1 Van Weele PC BETWEEN ALL WA7FR SUPPLY AND SEWAGE DISPOSAL FAC/L/AES PALE BROWN 5. SEE ARCH/7EC7URAL PLANS BY OTHERS FOR BU/LD/NG/NFORMAAON. Engineers • Surveyors • Planners FINE TO 175A Commerce Drive Hauppauge,NY 11788 MED/UM 6. ALL SANITARY S77?UC7URE5 SHALL BE C0N67RUC7FD AND INSTALLED/NACCORDANC£ W/TH T631.A35.1I I I F 631.435.1022 SAND (SP) THE STANDARDS AND SPECIFICATONS OF THE SUFFOLK COUNTY DEPAR7MENT OF HEAL 7H SERVICES wvnv.bbvpc.com I 7. ALL MA7ER/ALS AND METHODS OF CONSTRUC77ON SHALL CONFORM TO THE STANDARDS TMDISTRICT 1000 SECTION 84 BLOCK 1 LOT 6.15 AND SPECIRCA77ONS OF THE TOWN OF SOUTHOLD AND TI£SUFFOLK COUNTY DEPARTMax Map:p OF HEAL 7H SERVICES 8. PIPING MA7FR/ALS SHALL BE AS SPECINED BELOW, UNLESS OTHERWISE N07FD ON 7NE 5495 BRIDGE LANE 28' PLAN.' ROOF DRAIN PIPE- 6"CPP OR PVC PIPE(® 1Z U/N.) ��oF NEW CUTCHOGUE �P�•N STaLt NO WRIER ENCOUNTERED SAN/TARY PIPE - 4"PVC PIPE y 4 TFSTHOLE BY 9. U77L/77ES SHOWN ARE AN APPROX/MA TON FROM PHYSICAL FEA77JRES AND AVAILABLE TOWN OF SOUTHOLD SUFFOLK COUNTY,NY McDONALO GEOSCIENCE RECORDS THE CONTRACTOR/S D/REC7ED TO VER/FY THE LOCA TON OF ALL UTUAES PR/OR POB 1258 SOUTHOLD, NY 11971 TO BEG/NN/NG WORK. - _ (631) 765-3677 _ 70 48& ON 6/17/21 10. THERE ARE NO KNOWN SURFACE HA7FRS WITHIN 300'OF THE SUBJECT PROPERTY O es_sla�` SCDHS 11. TAX LOT 1000-84-2-2.3/S IMPROVED W77H A DWELL/NG AND PER/NFORMA77ON FROM PLOT PLAN LONG ISLAND DEP7H TO HA 76T VIEWER SCWA, /S NOT CONNEC7ED TO PUBLIC WA7ER. SINCE THE WELL AND SANITARY SY97EM FOR ES77MATES WATER TO BE AT 49'DEPTH FOR THIS PROPERTY ARE UNABLE Til BE LOCA 7FA MIN/MUM SEPARA 77ON DISTANCES FROM THE ©2021 BBV PC SUBJECT PROPERTY PROPOSED WELL AND SAN/TARY SY57FM ON THE SUBJECT PROPERTY HAVE BEEN PROVIDEDDare Scale Project No. Sheet No. I TO 7HE PROPERTY LINE OF LOT 2.3. JUNE 25,2021 1"= 40' A210"4 1 Of 1 I ,a E C E LI S E 2 8 2021 JUSITE DATA WELL AND LATERAL MUST BER OWNER................................... RED'S ADV£N7URE LLC 5675 BRIDGE LANE, CUTCHOGUE - 1361 LINCOLN RVE SU17E 6 ,X SCTM: 1000-84-1-6.14 I X,i HOLBROOK, NY 11%41 sa.o LAND NOW OR FORMERLY OF SHOWN ON FINAL SURVEY " TOW BU OF DEPT. F SOUTHOLD ANNA SORLErn (VACANT- NO WATER) - 1 .............................. CAL VOSA CUSrOM HOMES 7F 6 P. 1361 LINCOLN AVE SUI 53.2 HOLBROOK, NY 11741 I r - - N 43 20'20' E x 371.28 53.2 TOTAL S/TE AREA .................... 55,745 SF(1.2797 ACRES) 52.5 / 5j 5 53.7 PROPOSED BELOW GRADE 5a i -�' s 9 'xn • ZONING DISTRICT..................... A-C 1,000 GALLON PROPANE ! - ' PROPOSED PROPOSED ELECTRIC TANK& SERVICE ti>" SERVICE(COORDINATE � TRENCH DRAIN CONN£C7)ON WITH PER CODE(A-C2 PROPOSED _ 20'M/N. SIDE YARD SE78ACK RIM 52.7 \ " 53.6 x U77LITY COMPANY) LOT AREA ................................ 80,000 SF 55,745 SF* / \sa.o ` 53.7 �E' E E E-E-E _ _ Q 52.7 - LOT WIDTH............................... 175'M/N. 150'« PROP. 10,0 x 9' MIN• E W � ; DEEP ORYWELL 20 53.9 j0 \PROPOSED 1% LOT DEPTH............................... 250'MIN. 371.28' o �- x \ 5 +�/ eRIV£WAY / I FRONT YARD SE78ACK........... 60'MIN. 100' 0 v rz}U \\ Y s3 e 53.0 R PROP. FOD X 6' I a a SIDE YARD SE78ACK............... 20'MIN. 49.5' V DEEP DRYWELL C)" rx'R W o BOTH SIDE YARDS.................. 45'MIN. 98.6' O I�J3 54.8 - 53.7 I 43.2' . " " z"t>., j w 50%SAN/TARY p t" REAR YARD SETBACK............. 75'MIN. 224.5' x BALCONY I PROPOSED 1 LEACH/NG p o N w ¢ a m°¢z° / , s4.o �� ' 2 STORY 20.2' 1 EXPANSION .- Q a L W 3 LIVABLE FLOOR AREA ............. 850 SF/OWELL/NG 2,682 SF O O SINGLE FAMIL Y rc o o I / ��• �p0 `� I DWELLING 10.T 10 1 \/ S w m°z°z 0 3 No z q N 5 \ 53.Bf (4 BEDROOMS) MIN. sZ 9 I W z¢I m g LOT COVERAGE....................... 20%MAX. 7.5% N"O Y a x Q \ x h� PROPOSED WATER s� (W/BASEMEN r) g S o 0 W I BU/LD/NG HEIGHT.................... 35'MAX. t35' z z 53.8 a 53.7 3.2 FF ELEV. = 56.0 01 PROPOSED 8'OX12'E.D. l } 3 o z Mo ¢¢ I W o; SERVICE LA7FRAL GF ELEV. =54.0 a t a 1n o>v I o LEACH/NG POOL O' os o a NUMBER OF STORIES.............. 2 MAX. 2 STORIES 0 Z \ 1.� 24.0' @ ♦rnn I �FZmQ 5J. "� PROPOSED 1,250 Q1 V to Z o§ /(30 00 S A160 000 SF LOT) .. 50%MAX. 49.6% C14 t 7 GAL S£P77C TANK } I a v o o> O h \ VISs.o' 12.s' _ o"di 53.7 ;� 0 0 • N I 150'MIN. TO SANITARY LEACH/NG S1RUC7URE s� �c PROPOSED CLEANOUT �p�N N xN PRE-EX/S77NG NONCONFORMING 4 54-6 I \ 1 \ 53.2 PROP. 1o'ID x s' o Q x \ S DRANAGE CALCULATIONS DEEP DRYWELL 53.5 W 53.2 Vl} m DRIVEWAY.• 1.985 SF X 2Y12 X 1.0 = 331 CF O 53.0 x� f h REOU/RED STORAGE VOLUME = 331 CF Water lines must be inspected by the. TO x 331 CF/68.4 CF/VF= 4.9 VF A c3.2 z Suffolk County Dept. of Health Services. �O13. j USE 1 - FOD ORYW£LL ®6'DEEP (4 10 CF) . ........... PROPOSED PRIVATE WELL Call (631)852-5754, 48 hours in (150'M/N. TO SAN/TARY LEACH/NG POOL / �� I LOT COVERAGES REAR YARD &ROOF t'S< �Kg DWELLING.' 1,777 SF ROOF: 1,857 SF X 2' X 1.0 = 310 CF 54.20 advance, to schedule inspection(s). - 539 50'M/N. TO STr7RM ORA/NS/ORY{4ELLS)_ / - s32 F'VOT�e-,�NG'7y0TC, N I BALCONY, 18 SF LANDREOURED STORAGE 16.520 VOLUME F X 2"/12 X 0.3 _ 8 6 06 CF -- /-_- I� L ONN�c x N DR/VEWA Y.• 1,985 SF 54.3 $ 43 20'20" W 53 a 53.5 37'.99' / c�O).N " SIDEWALK. 84 SF 1,136 CF/68.4 CF/VF= 16.7 VF I STEPS.• 61 SF USE 2 - 100 DRYWELLS®9'DEEP (1,231 CF) 25295 MIDDLE ROAD, CUTCHOGU GB!/ TOTAL: 4,172 SF SCTM: 1000-84-1-6.17 53.3 �q�. SANITARY CALCULATIONS LEGEND i 52.9 LAND NOW OR FORMERLY OF s R EDGE OF PAVEMENT ''' '� MARIA IANNOLO IRREVOCABLE TRUST GROUND WA7ER MANAGEMENT ZONE.' /V EXISTING WOODLINE rYYYI (VACANT- NO WATER) I (V PROPOSED WOODLINE - GRAPHIC SCALE I " x" I PROPOSED 4 BEDROOM RESIDENCE WOODLINE TO BE REMOVED �`'1r " I D 1L Q Q SAN/TARY SYSTEM.• EXISTING SPOT ELEVATION +55.43 nl >- z f �N��z7 o SEPTIC TANK.• 81ID X 4'L.D. - 1,250 GALLON PROPOSED SPOT ELEVATION 55.4.3' 40 0 20 40 60 160 F.I,Z7:3 EXISTING CONTOUR - 55, - V N0 LEACH/NG POOLS. 1 - 8'ID x 12'DEEP LEACH/NG POOL ROOF DRAIN PIPE -R- \• W,0m W o d (300 SF S/0£WALL AREA) m02)- ZOIWJJOF TEST HOLE IR O�` w o o W a _ ( IN FEET ) W� 0�� "Ur0 391 DARK BROWN 1 inch = 40' ft. (C'' RO / a00:c3 Z LOAM OL 1, NOTES ?�j / m o z z B 17 21 AS SCDHS COMMENTS DA7E0 8112121 O N Z OO V Date By Revision 1. 7N/S PLAN REFERENCES A BOUNDARY& TOPOGRAPHIC SURVEY PREPARED BY BARRETT, �O N -¢i I- ed r- o� A r• A BROiYN j lLT BONA CCI& VAN WEELE, PC DATED JUNE 9, 2021. 1O o 3' 2. ELEVA77ONS REFER TO N.A.VD. 1988. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Z Barrett J. SANITARY SYSTEM NOT TO BE INSTALLED UNDER DRIVEWAY. �`� Bonacci & 4. IT IS 7HE APPLICANT'S RESPONSIBILITY TO MAINTAIN ADEOUA7E SANITARY DISTANCE Van Weele, PC BETWEEN ALL WATER SUPPLY AND SEWAGE DISPOSAL FAC/LITIES PALE BROWN 5. SEF ARCH/7EC7URAL PLANS BY 07HERS FOR BUILDING/NFORMA770N. Engineers • Surveyors . Planners FINE TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 175A Commerce Drive Hauppauge,W 11788 MEDIUM 6. ALL SANITARY S7RUC7URE5 SHALL BE CONS7RUC7FD AND INSTALLED/N ACCORDANCE WI7H T631.435.1 III F 631.435.1022 SAND (SP) THE STANDARDS AND SPECIRCA77ONS OF THE SUFFOLK COUNTY DEPAR7MENT OF HEALTH PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SERVICES v ww.bbvpc.com 7. ALL MATER/ALS AND METHODS OF CONSTRUC77ON SHALL CONFORM TO THE STANDARDS SINGLE FAMILY RESIDENCE ON LY Tax Map: DISTRICT 1000 SECTION 84 BLOCK 1 LOT 6.15 AND SPECIRCA77ONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY D£PAR7MEWT OF HEALTH SERVICES: 8. PIP/NG MATER/ALS SHALL BE AS SPEC/RED BELOW, UNLESS 07HERWISE NOTED ON 7HE PLAN. 5495 BRIDGE LANE 28' ( DATE- 9/23/21 . RE N R-21-2188 ��oFNEw- CUTCHOGUE ROOF DRAIN PIPE- 6"CPP OR PVC PIPE ® 1%MIN.) �p s?ot NO WATER ENCOUNTERED SAN/TARY PIPE - 4'PVC PIPE ;h o�`�� 'P� _ 7FSTHOLE BY9. U77U77ES SHOWN ARE AN APPROX/MA77ON FROM PHYSICAL FEATUTH RES AND AVAILABLE APPROVED p TOWN OF SOUOU) SUFFOLK COUNTY,NY McDONALD GEOSC/ENCE RECORDS TE THE CON7RACTOR/S DIRECTED 70 VER/FY 7HE LOCA 77ON OF ALL U77LI77ES'PR/OR POB 1258 SOUTHOLD, NY 11971 TO BEGINNING WORK. FOR MAXIMUM OF 4 EDROOMS (631) 765-3677 f0. THERE ARE NO KNOWN SURFACE WATERS WI7H/N 300'OF THE SUBJECT PROPERTY Oss+o�` SCDHS ON 6/17/21 11. TAX LOT 1000-84-2-2.3/S IMPROVED WI7N A DWELLING AND PER INFORMATION FROM EXPIRES THREE YEARS FROM D E OF APPROVAL PLOT PLAN LONG ISLAND DEPTH TO WA7ER VIEWER SCWA, IS NOT CONNECTED TO PUBLIC WA7ER. SINCE 7HF WELL AND SANITARY SYSTEM FOR EShM417ES WATER TO BE AT 49'DEPTH FOR THIS PROPERTY ARE UNABLE TO BE LOCA 7ED, MIN/MUM SEPARA 77ON DISTANCES FROM THE ©2021 BBV PC SUBJECT PROPERTY PROPOSED WELL AND SANITARY SYSTSM ON THE'SUBJECT PROPERTY HAVE BEEN PROVIDED - Date I. TO THE PROPERTY LINE OF LOT 2.3. I JUNE 5,2021 1. =40' A110444 Sheet No. of �b�455 Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for fond Surveyors adopted by the New York State Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances- Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. BRIDGE LANE S 4639'40" E 150.0' 214.23' 6y I I I in I 1 oJv\' 22.7•viV 4.8 `TOP 0 mi }-41FOUNDATION ELEV. 55.72.0 • 6 47.2' 14 36.7' 2.0• j I 1 CONCRETE 1 1 FOUNDATION 1 � n t— t— O O lU7 I!—r 1J DEC o G 221 Btlf�tL.B1frJ�:� :ic?'�1 7i?1LYbN.04F SPO;TH,00+:tt N I I N N I I o M N Z En 1 1 I I MAP __ __ __ LINE N 4623'20" W 150.0' LAND NOW OR FORMERLY OF AGNES McGUNNIGLE NOTE: THIS SURVEY WAS PREPARED FOR THE SPECIFIC PURPOSE OF SHOWING THE FOUNDATION EXISTING FOUNDATION IN RELATION TO THE PROPERTY LINES. ALL OTHER trn: VIE:: IMPROVEMENTS, POSSESSION AND/OR STRUCTURES, IF ANY, ARE NOT SHOWN. The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as o part of this survey. Easements,Rightsof-Way of record,if any,are not shorn.Property comer monuments were not placed as a part of this survey. I © 2021 BBV PC Barrett Tax Map: DISTRICT 1000 SECTION 84 BLOCK 1 LOT 6.15 BOnaCCi & Ma of: SYLORET ESTATES Unaulhoriz�ed alteration or addition to t ® P t' urr(q,y i$ of 5ectlon 4 , /' Van Weele Pc l• ' °^La° Map Lot: 15 Map Block: Engineers a Surveyors . Planners Filed: 6/8/1976 No.: 6390 County: SUFFOLK 175A Commerce Drive Hauppauge,NY 11788 7631.435.1111 r 631.435.1022 r www.66vpc.com Situate:CUTCHOGUE,,TOM OF SOUTHOLD � ,h c' _ � 4 Revision By Date �;Si"l'•__ `iaaQr ?j �a s� s i not bear- 1A ear- 1q�shall embossed FOUNDATION LOCATION seated sibeafuru shall not id con sidered to be a true and valid copy !Surveyed 6y: B.B. Drafted by-. A.V.R. Checked by: C.W. Project No.: A210444 Scale: 1"= 50' Date: NOVEMBER 29 2027 \ K:\Da21\A210444\DW GW10444RDAwg,FOUNDATION LOCATION,12/3120214:1S:36 PM,Barrett,Bonacd&Van weete/AVR BRIDGE LANE S 46*39'40" E 150.0' TOi 52.73 52.67 52.65 52.30 --------------- 52.78 04 2.6 ,52,8+ 5+ sul'Fol TRENCH LK COUNTY D-PARTV-r_-,`i HEALTH CERVICES + 4- APPROVA L OF C01`4STRUCTED VMRKS FOR Rim ILE 52.90 + 214.23' A-SNG RP"LYREESIDENCE 529 Dete Q_Cj__L4JD_?LH_,&Ref.ttlo. The seiii ev.iNM!8?7dAm!i sunmlY f2d1JeS,%t osis LXaton have burs ELECT DRYWELL CONDUi TS Infected and/or ir_cirf�n7e Jyj tjq Dvartrent or onmr-2cpc#aS and found to be sabsfadory FOR A MAXIMUMQ-T,�_ BEDROOM& w Ld 0 0 �CD ILJ Q V) 0v 00 LEACHING POOL Co 2 t153.3 ILL 00 LO SEPTIC RIM 3TANK S N 53.8 &fASONi 22. 5� 354.64�6 54m3 546 4 B A W O1 COVEFED I� PORCH Lo Li, + 00 L�4 STY. 24 8' 53.3 NOTES: < 2d '0 0 Ln OVERHANG F."F EL 06 49.2' C) 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC 0) 01 2 112 STORY PURPOSE, AND IS NOT INTENDED TO BE USED FOR A 54.50 'y' DWELLING + TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE. 54 FUEL 0) + TANK No. 5495 .4 53.2 54.7 PIPE RIDGE EL=87.1 C, �d A/C 2nd STY DECK ❑JOUNITS 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A <. EL RIM TITLE REPORT AND THEREFORE, THE EXISTENCE OF C? i 48.10 47.49151.2' 54.5 + C/EROOF 53.5 ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/ORi DRAIN RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN T 55.13 _YPICAL) 1�-N OR ADDRESSED. APPROXIMATE lL BW 54 LOCATION OF - - - I I NDERGROUND SLATE WA 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED FUEL TANK 54.67 ERYWELL AS PART OF THIS SURVEY. z 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE 0 NOT EXAMINED OR CONSIDERED AS PART OF THIS <w SURVEY. 53.9 a� + 0 w53.7+ W 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE 53.9 ZE?. STRUCTURES TO THE PROPERTY LINES ARE FOR A X SPECIFIC PURPOSE AND USE AND THEREFORE ARE DRYWELL NOT INTENDED TO GUIDE IN THE ERECTION OF CL FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS OR ANY OTHER CONSTRUCTION. LJ 6. THE PROPERTY APPEARS AS LOT 15 ON THE MAP OF SYLORET ESTATES, FILED JUNE 8, 1976 - FILE No. 6390. 0 �N p 7. LOT AREA = 55,745 SQUARE FEET OR 1.2797 ACRES. 0 WELL HEAD + + + 8. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. 53.9 53.9 53.8 P 9. THE LOCATION OF UNDERGROUND SANITARY,r) Z DRAINAGE, WATER & FUEL TANK ARE PROVIDED BY OTHERS. + SANITARY LOCATION TIES 53.8+ 53.9 SANITARY BUILDING CORNER STRUCTURE 9/29/2022 P.F. HEALTH DEPARTMENT COMMENTS A B Date By Revisinn Surveyed by: C.5. D 1 i J 1 S.T. IS' 31' SuF. Checked by: C.W. 2 L.P. 35' 43' S.'r. = SEPTIC TANK '01110A Barrett L.P. = LEACHING POOL 0 Bonacci & Van Weele, PC LEGEND Engineers Surveyors - Planners 175A Commerce Drive Hauppauge,NY 11788 EDGE OF PAVEMENT 7631.435.1111 F 631.435.1022 WWW-66VFC-COM - CH OVERHEAD WIRES - G GAS MAIN Tax Map: DISTRICT 1000 SECTION 84 BLOCK 1 LOT 6.15 Ced,kal C.- �A:ccied i sign,dry i,,i this - w WATER MAIN ,lot of th,r dep:rz,d i w,),,aiooe ex of pruoc� PROPERTY + for c-ind S,.y dc.,?!d by the NY,dL _ S _ SANITARY LINE MAP 54.3 L rf 0",5eyn -- LINE Strip As�� SITUATE 54.5 Th,sconJ FE ri F.F. EL. FINISHED FLOOR ELEVATION ON N 46023"20" W 150.0' FE 0 CUTCHOGUE LINE 1.SS -3.F, EL. GARAGE FLOOR ELEVATION J�j TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. +55.43 SPOT ELEVATION LAND NOW OR FORMERLY OF AGNES McGUfJNIGLE 0 STRUCTURE - SANITARY FINAL CLEAN OUT y I SURVEY C-0i UTILITY POLE lot' 'shcdl b 111_1��)AUQj;;;�_V, Q 2022 BBV PC LM: FINAL not DateScale Project No. Sheet No. 10f VIEW: FINAL AUGUST 18, 2022 In= 30 A210444 ACo CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDD"YYY) 08/31/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jacqueline Dobbins NAME: Brewster,Allen,Wichert,Inc. ONE (631)661-6060 FAX 631 661-6640 PIC No Ext: AIC,No): ( ) 500 Montauk Hwy. E-MAIL ADDRESS: Suite N INSURER(S)AFFORDING COVERAGE NAIC# West Islip NY 11795 INSURER A: Guard Insurance Companies INSURED INSURER B: NGM Insurance Company 14788 V.Calvosa,Inc. INSURER C: 1361 Lincoln Avenue Suite 6 INSURER D: INSURER E: Holbrook NY 11741 INSURER F: COVERAGES CERTIFICATE NUMBER: 2021 REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL 5UtsK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD MM/DD LIMITS X-COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGEO R N D CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 A Contractual Liability Y VCBP201252 08/01/2021 08/01/2022 PERSONAL&ADV INJURY $ Included GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY �PRO- POLICY F1 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: HIRED&NON-OWNED $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident) X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED B1U4486Q 12/02/2020 12/02/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Medical payments $ 5,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Certificate Holder,Town of Southold is included as Additional Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,.NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southould NY 11971 �x ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Ycw I wort{erg' CERTIFICATE OF INSURANCE COVERAGE STATE 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 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured V.CALVOSA INC 1361 LINCOLN AVENUE, SUITE 6 HOLBROOK, NY 11741 1c.Federal Employer Identification Number of Insured Work Location of Insured (Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e., Wrap-Up Policy) 113299981 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971 DBL273823 3c.Policy effective period 03/12/2021 to 03/11/2022 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 employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 8/31/2021 By C � U/ GG LIU/ (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of 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 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed 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) DB-120.1 (10-17) A�--SN NYSIF New York State Insurance Fund 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A 113299981 V CALVOSA INC 1361 LINCOLN AVENUE } SUITE 6 HOLBROOK NY 11741 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER V CALVOSA INC TOWN OF SOUTHOLD 1361 LINCOLN AVENUE 54375 MAIN ROAD SUITE 6 SOUTHOLD NY 11971 HOLBROOK NY 11741 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G1212 064-8 813731 07/01/2021 TO 07/01/2022 8/31/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1212 064-8, 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://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 123736889 I 1 Generated by REScheck-Web Software Compliance Certificate Project 5495 Bridge Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,809 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5495 Bridge Lane Southold, New York, NY Compliance: Passes using UA trade-off Compliance: 8.3%Better Than Code Maximum UA: 396 Your UA: 363 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value'and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,475 49.0 0.0 0.026 0.026 38 38 Wall: Wood Frame, 16" o.c. 1,494 21.0 0.0 0.057 0.060 64 67 Door: Glass Door(over 50%glazing) SHGC: 0.31 84 0.310 0.320 26 27 Window:Vinyl Frame 288 0.310 0.320 89 92 SHGC: 0.31 Wall 1:Wood Frame, 16" o.c. 1,520 21.0 0.0 0.057 0.060 84 89 Door 1: Glass Door(over 50%glazing) 42 0.310 0.320 13 13 SHGC: 0.31 Floor:All-Wood Joist/Truss 1,334 30.0 0.0 0.033 0.047 44 63 Floor 1:All-Wood Joist/Truss 141 30 0.0 0.033 0.047 5 7 Compliance Statement. The proposed building design described here is nsis ent the building plans,specifications, and other calculations submitted with the permit application.The proposed buildi has ee designed to meet the 2018 IECC requirements in RESch ck Version : REScheck-Web and to comply with the mandatory quire is list el eck Inspection Checklist. T Name-Title Signature 6 � Date 2 2 Project Title: 5495 Bridge Lane 073493 !`� eport date: 09/27/21 Data filename: -Page 1 o 9 �FEss1�N REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and 111Complies 103.2 documentation demonstrate 1❑Does Not [PR1]1 energy code compliance for the t❑Not Observable 16 :building envelope.Thermal i❑Not Applicable envelope represented on :construction documents. 103.1, ;Construction drawings and i ❑Complies 103.2, documentation demonstrate i ❑Does Not 403.7energy code compliance for [PR3]1 lighting and mechanical systems. ; ❑Not Observable (Systems serving multiple ; ❑Not Applicable ;dwelling units must demonstrate i ;compliance with the IECC i Commercial Provisions. i 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ,❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. i❑Not Applicable Additional Comments/Assumptions: 1 High Impact.(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) . Project Title: 5495 Britlge:Lane-,,,.. Report date: 09/27/21 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Reci.ID 303.2.1 A protective covering is installed to ;❑Complies [F0,11]z protect exposed exterior insulation ❑Does Not V and extends a minimum of 6 in. below ❑Not Observable grade. :❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & RegJD 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 1 ;❑Not Applicable i 303.1.3 ;U-factors of fenestration products ? ❑Complies [FR4]1 late determined in accordance �, ❑Does Not :with the NFRC test procedure or iE]Not Observable ' ;taken from the default table. i I I❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier '! ❑Complies [FR23]1 I installed per manufacturer's 4 ❑Does Not instructions. f❑Not Observable I I i❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 lis listed and labeled as meeting # ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440' ❑Not Observable ;or has infiltration rates per NFRC ( I . 1400 that do not exceed code j ❑Not Applicable ; ! ; limits. , 402.4.5 IC-rated recessed lighting fixtures, ❑Complies [FR16]2 sealed at.housing/interior finish ❑Does Not and labeled to indicate_<2.0 cfm leakage at 75 Pa. i , ❑Not Observable ; ❑Not Applicable 403.3.1 ;,Supply and return ducts in attics ( ❑Complies [FR12]1 :insulated >= R-8 where duct is { ❑Does Not ; v ;>= 3 inches in diameter and >= ❑Not Observable ' R-6 where < 3 inches. Supply and; I return ducts in other portions of E ❑Not Applicable' ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 (. ; Ifor< 3 inches in diameter. LI 403.3.2 ;Ducts, air handlers and filter ; ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with ❑Not Observable ;International Mechanical Code or ,International Residential Code, as ❑Not Applicable ; applicable. 403.3.5 J'Building cavities are not used as ❑Complies [FR15-)3ducts or plenums. ❑Does Not ❑Not Observable t ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- I❑Complies [FR17]2 above 105°F or chilled fluids j �❑Does Not below 55 °F are insulated to >--R- 3 I❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 ,piping. s ❑Does Not j ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >R-3. :❑Does Not (Bl ; UNot Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air I ❑Does Not intakes and exhausts. j ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) ' Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 5 of 9 1 , Section .Plans Verified Field Verified # Insulation Inspection Value Value Complies?' Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values r []Does Not provided. (❑Not Observable i I❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1] 1 i ❑ Steel ❑ Steel ;❑Not Observable A) I :❑Not Applicable 303.2, ,Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the i ❑Not Observable ; ;underside of the subfloor, or floor ' framing cavity insulation is in ❑Not Applicable contact with the top side of } ;sheathing, or continuous ; insulation is installed on the i f j underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. i 402.1.1, ;Wall insulation R-value. If this is a;. R- t R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; U !requirement applies (FR10). 'E] Steel E] Steel i❑Not Applicable ; 303.2 ,Wall insulation is installed per ; ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not { ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 6 of 9 Sectiori Plans Verified Field Verified' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID 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, 402.2.6 ;❑ Steel ❑ Steel ❑Not Observable [Fill' I ; ; ;❑Not Applicable ; ; ; 303.1.1.1, ;Ceiling insulation installed per J❑Complies ; 303.2 manufacturer's instructions, i �❑Does Not [FI2]1 :Blown insulation marked every ' 300 ft2. i ❑Not Observable ❑Not Applicable 402.2.3 SVented attics with air permeable ❑Complies [FI22P. insulation include baffle adjacent ` ❑Does Not to soffit and eave vents that l extends over insulation. ; iE]Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and doorR- R- ;❑Complies [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 [FI17]1 ach in Climate Zones 1-2, and E❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ; [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 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 [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in �❑Not Observable tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ; '❑Complies ; [FI24]1 :by manufacturer at<=2% of b ❑Does Not ;design air flow. ; ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats 1❑Complies [FI9]2 installed for control of primary L. �❑Does Not heating and cooling systems and I initially set by manufacturer to = ❑Not Observable ; code specifications. IE]Not Applicable 403.1.2 Heat pump thermostat installed ; )❑Complies [F]10]2 on heat pumps. j j❑Does Not - ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or i ❑Does Not ' accessible manual controls. � � - ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 7 of 9 1 , Section TPlan's Verified Field.Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions . &'Req.ID 403.6.1 All mechanical ventilation system ; i❑Complies ; [FI25]2 fans not part of tested and listed I ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback 1, control to lower boiler water ;' ❑Not Observable temperature based on outdoor r' 1, ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ! f❑Complies [F[28]2 have a circulation pump.The [ i❑Does Not system return pipe is a dedicated t return pipe or a cold water supply' ❑Not Observable ; pipe. Gravity and thermos- } i❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system i pumps start the pump with signal . j for hot water demand within the occupancy. Controls S automatically turn off the pump when water is in circulation loop is at set-point temperature and !. no demand for hot water exists. 403.5.1.2 Electric heat trace systems - ❑Complies [FI29]2 comply with IEEE 515.1 or UL i ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the f ❑Not Applicable desired water temperature in the piping. i 403.5.2 ' Demand recirculation water G !❑Complies [F130]2 systems have controls that f ❑Does Not manage operation of the pump and limit the temperature of the I ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F]3,1]2 tested in accordance with CSA G ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable s recovery units < 3 psi for . ¢❑Not Applicable ; individual units connected to one 1 or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to r. three or more showers. f S 404.1 ;90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps.` ❑Does Not s ❑Not Observable ' ❑Not Applicable 404.1.1 Fuel gas lighting systems have j ❑Complies [FI23]3' no continuous pilot light. i ❑Does Not ( ❑Not Observable { ❑Not Applicable 401.3 Compliance certificate posted. ,` 10Complies [FI712 {❑Does Not ; {' ❑Not Observable , ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified #k - Final Inspection Provisions Value Value Complies?, Comments/Assumptions & RegAD 303.3 �Manufacturer manuals for ; ❑Complies '[F,118]3 mechanical and water heating i ❑Does Not - isystems have been provided. - ❑Not Observable f f ,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 Cooling:Heating & Heating System: Cooling System: Water Heater• Name: Date: .Comments Generated by REScheck-Web Software Compliance Certificate Project 5495 Bridge Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,809 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5495 Bridge Lane Southold, New York, NY Compliance: Passes using UA trade-off Compliance: 8.3%Better Than Code Maximum UA: 396 Your UA: 363 Maximum SHGC: 0.40. Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,475 49.0 0.0 0.026 0.026 38 38 Wall: Wood Frame, 16" o.c. 1,494 21.0 0.0 0.057 0.060 64 67 Door: Glass Door(over 50%glazing) 84 0.310 0.320 26 27 SHGC: 0.31 Window: Vinyl Frame 288 0.310 0.320 89 92 SHGC: 0.31 Wall 1: Wood Frame, 16" o.c. 1,520 21.0 0.0 0.057 0.060 84 89 Door 1: Glass Door(over 50%glazing) 42 0.310 0.320 13 13 SHGC: 0.31 Floor:All-Wood joist/Truss 1,334 30.0 0.0 0.033 0.047 44 63 Floor 1:All-Wood joist/Truss 141 30.0 0.0 0.033 0.047 5 7 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. Name-Title Signature Date Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web C�(J Inspection Checklist a Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, (Construction drawings and j i❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the 0 building envelope.Thermal ❑Not Observable lenvelope represented on ❑Not Applicable ;construction documents. I 103.1, ;Construction drawings and 10Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. ; ❑Not Observable ,Systems serving multiple ❑Not Applicable dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. i 302.1, Heating and cooling equipment is; Heating: ; Heating: C❑Complies 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 other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 2 of 9 Se_ction # Foundation Inspection Complies? Comments/Assumptions &'R 303.2.1 A,protective covering is installed to ❑Complies [FO1.1]2 protect exposed exterior insulation E❑Does Not V and extends a minimum of 6 in. below ❑Not Observable', grade. �❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 3 of 9 Section Plans Verified Field Verified # JFrzming/Rough-In Inspection value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;OComplies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.51 I :❑Not Applicable [FR2] � t i 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance t ❑Does Not !with the NFRC test procedure or ❑Not Observable ;taken from the default table. ! 1 j❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier j ;❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. ) ❑Not Observable ' IE]Not Applicable 402.4.3 Fenestration that is not site built j i❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 1 I ' ❑ v ' Not Observable or has infiltration rates per NFRC �. I 400 that do not exceed code i (❑Not Applicable ; limits. j 402.4.5 IC-rated recessed lighting fixtures' ❑Complies [FR16]2 sealed at housing/interior finish ❑Does 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 j ❑Complies [FR12]1 !insulated >= R-8 where duct is + #❑Does Not J >= 3 inches in diameter and >—_ f[-]Not Observable ' R-6 where < 3 inches. Supply and;,, ❑Not Applicable return ducts in other portions of ;the building insulated >= R-6 for ! ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ; I 403.3.2 ;,Ducts, air handlers and filter ; ❑Complies [FR13]1 boxes are sealed with ! ❑Does Not Joints/seams compliant with COO ;International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable ;applicable. { 403.3.5 i Building cavities are not used as ❑Complies [FR15]3 i ducts or plenums. i" ❑Does Not le I I J❑Not Observable 1 3❑Not Applicable 403.4 i HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 {above 105 °F or chilled fluids T❑Does Not I below 55 °F are insulated to >_R- 9l I3 ;❑Not Observable ; ❑Not Applicable 403.4.1 :,Protection of insulation on HVAC ; 1❑Complies [FR24]1 !piping. ❑Does Not ul } !!❑Not Observable , UNot Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. ❑Does Not 9J ;❑Not Observable t❑Not Applicable 403.6 Automatic or gravity dampers are i €❑Complies [FR19]2 installed on all outdoor air !❑Does Not intakes and exhausts. ❑Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value. Complies? Comments/Assumptions &.Req.ID 303.1 All installed insulation is labeled ,. ❑Complies [IN13]2 or the installed R-values ❑Does Not f provided. t ❑Not Observable ; . a ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1) 1 ❑ Steel ❑ Steel ;❑Not Observable V 9 ;❑Not Applicable 303.2, Floor insulation installed per OComplies402.2.8 imanufacturer's instructions and i Does Not [IN2]1 ;in substantial contact with the (p ;underside of the subfloor, or floor'(' ❑Not Observable framing cavity insulation is in I ❑Not Applicable contact with the top side of .. sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the I Itop of all perimeter floor framing s members. 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 ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ;❑ Steel i E] Steel {❑Not Applicable 303.2 i Wall insulation is installed per I ❑Complies [IN411 I manufacturer's instructions. ( ❑Does Not I ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ;❑ Wood !❑Does Not table for values. 402.2.2, 402.2.6 ;E] Steel ;E] Steel ,❑Not Observable [FI1]1 !❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ' JDComplies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ftz. ❑Not Observable . J❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent f' ❑Does Not to soffit and eave vents that extends over insulation. IDNot Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [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 [F117]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F[27]1 !determine air leakage with ftz ftz ❑Does Not ;either: Rough-in test:Total ;leakage measured with a ! I❑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 w.g, across the entire system including the manufacturer's air handler enclosure. I 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies I [FI4]1 cfm/100 ftacross the system or ftftz :❑Does Not <=3 cfm/100 ft2 without air i :[:]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 t ❑Complies [FI24]1 :by manufacturer at<=2%of ! ❑Does Not ;design air flow. ❑Not Observable ' ❑Not Applicable 403.1.1 - Programmable thermostats i ❑Complies [.F[9]2 installed for control of primary It _ ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. f'. ❑Not Applicable 403.1.2 ?Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. j ❑Does Not t ❑Not Observable j ❑Not Applicable 403.5.1, Circulating service hot water j ❑Complies [F111]2 systems have automatic or ❑Does Not accessible manual controls. �. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 .3 JLow Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 7 of 9 Section I - ' Plans Verified Field Verified ## Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ; ❑Does Not ' HVAC equipment meet efficacy ❑Not Observable I and air flow limits per Table R403.6.1. ❑Not Applicable 403,2 Hot water boilers supplying heat ❑Complies [FI26]2 [through one-or two-pipe heating ❑Does Not I systems have outdoor setback control to lower boiler water ;, ❑Not Observable ; Itemperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ( ❑Complies (FI28]2 have a circulation pump.The 1 ❑Does Not system return pipe is a dedicated x return pipe or a cold water supply{ ❑Not Observable ; pipe. Gravity and thermos- l []Not Applicable syphon circulation systems are ; I not present. Controls for circulating hot water system pumps start the pump with signal Ifor hot water demand within the occupancy. Controls 1 automatically turn off the pump when water is in circulation loop I is at set-point temperature and I no demand for hot water exists. 403:5.1.2 Electric heat trace systems ? ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically € adjust the energy input to the i' IE]Not Observable s heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403:5.2 Demand recirculation water ( ❑Complies [F13o]2 , systems have controls that } ❑Does Not Imanage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water I ❑Not Applicable piping to <= 104°F. 403.5.4 j Drain water heat recovery units #❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side 11 pressure loss of drain water heat ❑Not Observable' recovery units < 3 psi for f ❑Not Applicable individual units connected to one 1 t or two showers. Potable water- y I side pressure loss of drain water heat recovery units < 2 psi for individual units connected to (three or more showers. ' 404.1 ;90%or more of permanent ❑Complies [FI6]1 afixtures have high efficacy lamps. IE]Does Not IIE]Not Observable I ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 i no continuous pilot light. t' ❑Does Not ❑Not Observable i '• ❑Not Applicable 401.3 Compliance certificate posted. 4 ❑Complies [FI7.]2 ❑Does Not 3 l ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Retl.ID• 303.3 'rManufacturer manuals for J❑Complies [F]18]3; imechanical and water heating . ❑Does Not ;systems have been provided. 1E]Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5495 Bridge Lane Report date: 09/27/21 Data filename: Page 9 of 9 s 2018 IECC Energy . Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments e ffj "t. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE- APPROVED AS NOTED CERTIFICATE OF OCCUPAly . DATE:-. B.P:# SOLDER USED IN WA TEA SUPPLY SYSTEM CANAL FEE: , = BY: NOTIFEXCEED 2/10 OF for: Y:BUILDING DEPART T AT . 765=1802. ,8 AM TO 4 PM FOR THE FOLLOWING•'�iNSPECT10NS: 1. FOUNDATION, TWO REQUIRED FOR POURED CONCRETE 2: ROUGH, FRAMING &.PLUMBING Kr1 , 3;_INSULATIONA 1-PLUMBING WASTE r-.; 4:FINAL - CONSTRUCTION MUST �° �-WAFTER LINES NEED BE COMPLETE F�� C.O. Ih�_G I FORE COVERING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL. YORK STATE. NOT RESPONSIBLE FOR If�SPECTION REQUIRE® DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF '^T BOARC .DO-NOT.PROCEED WITH .�OUTH8�T9WI�TRUSTEES EFAf1�ING UNTIL SURVEY rbIzf.OQNDATION LOCATION ,_HAS'DEEN APPROVED. OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork and required. WITHOUT CERTIFICP OF OCCUPANCY Must provide Manuals D,J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or / r repaired shall conform / to Chapter 172 of the Town Code f DESIGN CRITERIA. NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). WIND SUBJECT TD DAMAGE FROM WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT SNOW SPEED EXPOSURE DESIGN LIFE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF i7PLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA TYPE OF LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE II DECAY HAZARDS LOAD LOAD CONSTRUCTION MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=1,334 S I'T. 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 32'-0" I "I26'-0" 1:3 SECOND FLOOR=1,475QSQ.1'T. TYPE V ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR OPENINGS PROTECTED BY ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2020 NYS UNIFORM CODE: TABLE R301.6MAY VARY DEPENDING ON HIGH WIND CONNECTION WOAD STRUCTURAL PANELS THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING GRADE CONDITIONS REQUIREMENTS PERSUANT TO R301.2.1.2,SEE TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, WITH 2020 RESIDENTIAL BUILDING CODE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE FASIENING SCHEDULE ON THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION DETAIL SHEET IN THIS SET. ENERGY CONSERVATION CONSTRUCTION CODE TO THE BEST OF OUR KNOWLEDGE,THESE PLANS SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, TRIBUTARY LOADEDAREA IN SQUARE FEET PERFORATED SHEAR WALL DESIGN METHOD-140 MPH, COMPLY WITH THE TOWN OF SOUTHOLD ZONING FOR ANY STRUCTURAL CONT RIDGE VENT EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM AND CONSTRUCTION CODES. MEMBER 2018 140 MPH.TABLE 12 AND 13. SOIL BEARING CAPACITY FOR THIS SITE IS BASED ON TEST HOLES BY OTHERS n Ta zm To OVER PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. ROOF SLOPE zoo bon 6nn _ EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF AND HAS BEEN DETERMINED TO BE 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. 2,000 PSI(S W,SP)PER TABLE R401.4.1 FLAT OR RISE LESS THAN 4INCHES PER FOOT OF THE 2015 IRC WITH 2016 UNIFORM CODE (1:3) zo 16 lz SUPPLIMENT PUBLISHED BY NEW YORK STATE. SPNALT ROOF SWNGLES (TYP)- - - RISE 41NCHES PER FOOT(1:3)TO LESS THAN 121NCHES PER FOOT(1:1) 16 14 12 TABLE 8301.7 12 ALLOWABLE DEFLECTION RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 IO OF STRUCTUAL MEMBERS r- §8R301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT STEP r-+ - FLASH, STRUCTUAL MEMBER ALLOWABLE EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF - TYP. _ -_ DEFLECTION (10.48 KN/1\42)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: RAFTERS HAYING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS u1s0 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. INTERIOR WALLS AND PARTICIANS IVIs0 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. TOP OF PLA'-E - " " - FLOORS AND PLASTERED CEILINGS 1J360 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. r-• ALL OTHER STRUCTURAL MEMBERS IJ240 12 1' 12 EXTERIOR WALLS WITH PLASTER OR STUCCO 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED FINISH IV360 STEEL WALLS. 10 - 10 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY _ EXTERIOR WALLS-WIND LOADS WITH BRITTLE O ^40' `-,- FINISHES � - WALLS. r- z L _ EXTERIOR WALLS-WIND LOADS WITH A 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE a FLEXIBLE FINISHES L,'t20 WALLS. 0 12 APRON FLASHING, TYP. �-, 5 "HARDIE" BOARD 4 BATTEN SIDNINCs (TYP.) a NOTE:L=SPAN LENGTH,H=SPAN HEIGHT EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19ca A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES KN/1\42)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED STANDING SEAM METAL ROOF THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN ° TOP OF SUBFLOOR - " - - DETERMINING DEFLECTION LIMITS HEREIN, _ TOP OF PLATE - - - - ACCORDANCE WITH TABLE 88301.2.2.4. �i m TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) LNE LOAD 0 EXTERIOR BALCONIES 60 rn DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ( 1 30 Rill' ® ilia . ROOMS OTHER THAN SLEEPING ROOMS 40 v m TOP OF SUBFLOOR - _ SLFEPIN"HARDIE PLANK" 6IDING (TYP) STAIRS GROOMS 40 `L GUARDRAILS AND HANDRAILS 200 r'- TOP OF FOUNDATION - - - - lu r - (" }- 1 1 1 I I 1 1 1 1 ' ' r'--T------------------------------------------------------------T-- 1 , * Z 0 , , ----- ------------------------------------------ --- 1 I tu 1-il r+_ ' ' -------------------------------------F�H--_______---------___________-----_-------_-----______-----_{___ P is) � TOOF FOOTING - - - - -•----------------�------------------------------------ •---•------------------------------------------------------------------------------------------ ---------------------------------------------------- -------a-- FRONT ELEVATION - •. tt_ SECTION R312:GUARDS AND WINDOW FALL PROTECTION LL tu R312A GUARDS. 7 GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 ENGINEER- GUARDS WHERE REQUIRED. 12 GUARDS SHALL BE PRDVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING MECHANICAL SYSTEM FEATURES: SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED HEATING:NATURAL GAS HYDRONIC DISTRIBUTION,95%EFF j �g of N MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,O GAL "PARDIE" BOARD 4 BATTEN SIGNINGS (TYP.J Y GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO COOLING:AIR CONDITIONER,ELECTRIC,14.5 SEER THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED DUCT LEAKAGE TO OUTSIDE 50.00 CFM2,5 �� w AS A GUARD. ENERGY RECOVERY VENTALATOR: 100CFM,23 WATTS CONT RIDGE VENT PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING - - r- R312.1.2 HEIGHT. TOP OF PLATE - - - - n REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, ENERGY COMPLIANCE: is► - 1 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD L (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT AND PATH TO COMPLIANCE. - - -- WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. 3493 EXCEPTIONS: AIR SEALING NOTES: ASPHALT ROOFING AROFESSlONP� 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; _ - JEFFRE ER, P.E. LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE o _ -- VINYL RAIL CONNECTING THE NOSINGS. WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS oo PER CODE p ca 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN (CHECKLIST)OF THE 2015 IECC. - - (3(011 MIN.) -I SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED N 110 1.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL VERTICALLY FROM A:LINE CONNECTING THE NOSINGS. BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE - THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT 8312.1.3 OPENING LIMITATIONS. p a R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) _ 0- REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING AND DUCTS OUTSIDE CONDITIONED SPACES;[J FACTORS F08 FENESTRATION AND SHGC TOP OF SUBFLOOR - - - - - - - Z a SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDIING AIR LEAKAGE TESTING SPHERE 4INCHL-S(102 MM)IN DIAMETER. DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, TOP OF PLATE EXCEPTIONS: THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND Lu U1 Q 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THESERVICE WATER HEATING EQUIPMENT. Q } } o RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY OF A SPHERE 6 INCHES (153 MM)IN DIAMETER. THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION „ I 3 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT - HARDIE PLANK SIDING (TYF,- w Ul lU O a a ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES (I I I MM)IN DIAMETER. OF ANY COMPONENTS OR FINISHES. Q O Q Q E11771 EID7 EIFID EIF]E] R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. 6"DIA. PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE TYPE V WOOD FRAME O1 - fQ U N REQUIREMENTS OF SECTION 8317.4. CONSTRUCTION BASED 1717❑ 1717❑ 1717❑ DE11 O z I ON SECTION 602 61 R312.2 WINDOW FALL PROTECTION. OF THE BCNYS O-- 't U m WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. REFLECTIVE RED PANTONE R312.2.1 WINDOW SILLS. (PMS#i 187) �R N - - Q- NLL IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW L TDP OF SUBFLOOR - - - - -- cn OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED - p FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE REFLECTIVE WHITE 1/2, 1/4.. TOP OF FOUNDATION - - 77 OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE S1IROKE u u Lz ui OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: , -O A Q 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR SIGN FOR WOOD FLOOR AND ----------- LARGEST OPENED POSITION. WOOD ROOFING FRAMING ' ------------ 2. ----- --2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. ---------------------------------------------- ------------ ----------------------------------------- + ' 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL sc _________ _____- _ DEVICES THAT COMPLY WITH SECTION R312.2.2, TRUSS IDENTIFICATION SIGN: - ---------1 PAGE : IDENTIFICATION OF FLOOR AND 800E TRUSS CONSTRUCTION1R312.2.2 WINDOW OPENING CONTROL DEVICES. ___________ WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. SHALL BE PROVIDED B Y SIGN OR SYMBOL AND SHALL BE AFFIXED STEP FOOTING ±-_ --, f''--'''-'''ti SEP 2 8 TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN -----------1 ' THE WINDOW OPENING CONTROL DEVICEAFTER OPERATION TO RELEASE 30 DEG MAX. THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT WITHPTR[JSS TYPECONSTRUCTION,LIANCE WITH 19 NYCCR PRE PRE-E 1265. NGINEERED WOODAL CTUBES TDP OF FOOTINGS- - - - y ; -__________ BUILDING DEPT. T�----------------------------------------------------------- ----------.+_�, TOWN OFSiOUTHOLD r Q REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THANRIGHT�I-I•T S I D� ELEVATION T I O i�l . THE AREA REQUIRED IlYSECTION R310.2.1. CONSTRUCTION AND/OR TIMBER CONSTRUCTION `---`'-"'-'---'------------------- USE SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS R311.7 STAIRWAYS. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. R311.7.1 WIDTH.STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES(914 MM)IN BASEMENTS.HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN MORE THAN 4.5 INCHES(114 MM)ON EITHER SIDE OF THE STAIRWAY AND THE - - EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5 DIRECTLY INTO A PUBLIC WAY,OP.TO A YARD OR COURT THAT OPENS TO A INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 - - - - PUBLIC WAY. INCHES(698 MM)WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. - EXCEPTIONS: 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE - - EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET WITH SECTION R311.5.8. (18.58 SQ.M.). 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC R311.7.2 HEADROOM.THE MINIMUM HEADROOM 1N ALL PARTS OF THE - - SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, STAIRWAY SHALL NOT BE LESS TI IAN 6 FEET 8 INCHES(2036 MM)MEASURED - - - SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. HAS ONE OF THE FOLLOWING: 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE 8311.7.3 STAIR TREADS AND RISERS. EMERGENCY ESCAPE AND RESCUE OPENING. - - - 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. R311.7.3.1 RISER HEIGHT.THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES - (209 MM).THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN - - -THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS.TOOLS OR SPECIAL 3/8 INCH(9.5 MM). KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON VAINDOWS SERVING - AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY R311.5.3.2 TREAD DEPTH.THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES - WITH ASTM F2090. (229 MM).THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TOP OF PLATE- - 77 - - R310.2 - - R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE EMERGENCY ESCAPE AND RESCUE.OPENINGS SHALL HAVE MINIMUM GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED DIMENSIONS AS SPECIFIED IN THIS SECTION. THE SMALLEST BY MORE THAN 3/8 INCH(9.5 MM).WINDER TREADS SHALL HAVE --- A MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE AT A R310.2.1 MINIMUM OPENING AREA. POINT 12 INCHES(305)MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6INCHES(152 MM) OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR AT ANY POINT.WITHIN ANY FLIGHT OF STAIRS.THE GREATEST WINDER TREAD OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY DEPTH AT THE 12 INCH(305 MM)WALK LINE SHALL NOT EXCEED THE SMALLEST -0 - THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE BY MORE THAN 3/8 INCH(9.5 MM). 00 OPENING FROM THE INSIDE.THE.NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES(6 10 MM)AND THE NET CLEAR WIDTH SHALL R311.7.3.3 PROFILE.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE BE NOT LESS THAN 20 INCHES(503 MM). TREAD SHALL BE NO GREATER THAN 9/16 INCH(14.3 MM).A NOSING NOT LESS EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL THAN 3/4 INCH(19 MM)BUT NOT MORE THAN l 1/4 INCH(32 MMI SHALL BE Lil Ll HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET PROVIDED ON STAIRWAYS WITH SOLID RISERS.THE GREATEST NOSING (0.465 SQ.M.) PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)BETWEEN TWO STORIES.INCLUDING THE NOSING AT R310.2.2 WINDOW SILL HEIGHT. THE LEVEL OF FLOORS AND LANDINGS.BEVELING OF NOSING SHALL NOT TOP OF SUBFLOOR- - - - WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE EXCEED 1/2 INCH(12.7 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE OPENING.IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT TOP OF PLATE- _ - - -'NARDIE PLANK" SIDING (TYP) (1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE.IT MORE THAN 30(0.51 RAD)DEGREES FROM THE VERTICAL.OPEN RISERS ARE - SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION PERMITTED,PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT R310.2.3. THE PASSAGE OF A 4-INCH DIAMETER(102 MM)SPHERE. _ R310.2.3WINDOW WELLS. EXCEPTIONS: THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF 1. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL 11 INCHES(279 MM). ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY - OPENED. 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL TOTAL RISE OF 30 INCHES(762 MM)OR LESS. O1 w O BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE (q REQUIRED DIMENSIONS OF THE WINDOW WELL. R311.7.4 LANDINGS FOR STAIRWAYS.THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. p R310.2.3.1 LADDER AND STEPS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR w (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR FLIGHT OF STAIRS,PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. r STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET TOP OF SUSFLOOR- - - - WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH (3658 MM)BETWEEN FLOOR LEVELS OR LANDINGS. OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 TOP OF FOUNDATION- - INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED. - - I 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES(914 MM) WINDOW WELL. MEASURED IN THE DIRECTION OF TRAVEL. - R310.2.3.2 DRAINAGE. ) _ r WINDOW WELLS SHALL BE DES]GNED FOR PROPER DRAINAGE BY R311.7.5 STAIRWAY WALKING SURFACE.THE WALKING SURFACE OF TREADS AND CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT _----____ REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL R311.7.6 HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE ; -? MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. °° t_=.I SYSTEM.GROUP 1 SOILS,AS DETAILED 1N TABLE 8405.1. R311.7.6.1 HEIGHT.HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMI'SLOPE, PORCHES. SHALL BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES _- II I I I I I I I I II p EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND (965 MM). -- ,� PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN i i II r 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. R311.5.6.2 CONTINUITY.HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR TOP OF FOOTING- - - - ----------------------------- - -'*- -------- --- --------- -THE FULL FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER _ R310.2.5 REPLACEMENT WINDOWS. OF THE FLIGHT TOAPOINT DIRECTLY ABOVE LOWEST RISER OFTHE FLIGHT. ---------------------------------------------`------------ ----__-- REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NL-WEL POSTS OR THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HA;E A SPACE OF REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION NOT LESS THAN 11/2 INCH(38 MM)BETWEEN THE WALL AND THE HANDRAILS. K=14FR ELEVATION R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE Cn FOLLOWING CONDITIONS: EXCEPTIONS: - JU Q 1.THE REPLACEMENT WINDOW 1S THE MANUFACTURER'S LARGEST STANDARD SIZE WINDOW THAT'HILL FIT WITHIN THE EXIISTING FRAME OR 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT X Z EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME THE TARN. OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING,NEWEL p WINDOW. SHALL BE ALLOWED OVER THE LOWEST TREAD. (�CfY ONI RIDGE YEN7 p W14)� 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. -- - - _ R311.7.6.3 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. WHERE A DOOR 1S PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING.IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE 1. TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN - N THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES(32 MM)AND NOT GREATER AN AREA WELL. THAN 2INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES(102 MM)AND NOT GREATER - - R310.3.1 MINIMUM DOOR OPENING,SIZE. THAN 61/4 INCHES(160 MM)WITH A MAXIMUM CROSS SECTION OF DIMENSION `"' f2 THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS OF 21/4 INCIIES(57 MM). - - IL AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCELL WITH SECTION R310.2.1. 2. TYPE H.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES ;_ 12 I�- (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES ® - - - - tu R310.3.2 AREA WELLS. OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 30 INCHES(914 MM). 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF -, THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MMI WITHIN -- - RESCUE DOOR TO BE FULLY OPENED. 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED + E DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS 8310.3.2.1 LADDER AND STEPS. NOT LESS THAN 1314 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(I I18MM) PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LZDDER OR STEPS BE 11/4 INCHES(32 MM)TO A MAXIMUM OF 23/4 INCHES(70 MM).EDGES SHALL ,_, CO USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). REQUIRED BY THIS SECTION SH ALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT R311.7.7 ILLUMINATION.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION TOP OF PLATE - - r W LESS THAN 12 INCHES(305 MM).SHALL PROJECT NOT LESS THAN 3 INCHES IN ACCORDANCE WITH SECTION R303.6. 0 _ Z (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR STAIRWELL. HANDRAILS 73 915 R310.3.2.2 DRAINAGE. 311.7.8 HANDRAILS.HANDRAILS HAVING MINIMUM AND MAXIMUM AROFEss��NP� AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING HEIGHTS OF 34 INCHES AND 38 INCHES(864 MM AND 965 MM), TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE - 8405.1 OR BY AN APPROVED ALTERNATIVE METHOD. TREADS,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. 5c JEFFREY T, BUTLER, P.E. EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT MIXTURE SOILS 1N ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION 0 (A SYSTEM.GROUP I SOILS,AS DETAILED IN TABLE R405.1. DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY - -1 ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SIIALL BE R310.4 BARS,GRILLES,COVERS AND SCREENS. RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY WHERE BARS,GRILLES,COVERS.SCREENS OR SIMILAR DEVICES ARE PLACED TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A _ 12 d) w OVER EMERGENCY ESCAPE AND FESCUE OPENINGS,AREA WELLS.OR SPACE OF NOT LESS THAN 1.5 INCHES(38 MM)BETWEEN THE WALL TOP OF SUBFLOOR - - - - - - _ - 5 - ,) > WINDOW WELLS.THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY AND THE HANDRAIL. a WITH SECTIONS R310.2.1 THROUGH R310.2.3.AND SUCH DEVICES SHALL BE TOP OF PLATE - _ _ - J J� RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT'THE USE OF A KEY, TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR 311.7.9 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL O O THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. tu Lu 8310.5 DWELLING ADDITIONS. Q Q }- It } z WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL Z 100 m �n ESCAPE AND RESCUE OPENING SHALL BE PROVIDED 1N EACH NEW SLEEPING 1 z HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) a ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY LU (U LU O ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL - n/ EXCEPTIONS: IS NOT CIRCULAR 1T SHALL HAVE A PERIMETER DIMENSION OF 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW AT LEAST 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE (160 MM)WITH A MAXIMUM CROSS SECTION DIMENSION OF Q Q 0% 0 AND RESCUE OPENING. 2-1/4 INCHES(57 MM). ca U 6 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW - I - Z L' BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES O Ql 9 1N AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. O (160 MM)SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON It [NYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN m ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY TOP OF SUBFLOOR - - APPENDIX J Or THIS CODE. FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A OL ILL DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN 7/8 INCH BELOW THE p TOP OF FOUNDATION WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT GRADE O LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE i , i ip ,i , , z RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF , , , , , --- --• , , � � , � � , O o ' 2-3/4 INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF `--------- ' ' ' � ' 0.01 INCH(0.25 MM). ------------- --------------- ' STEP FOOLING PAGE : ' -- T-- 30 DEG MAX. TOP OF FOOTING - - - - ------------- --------------------------------------------------------- --------------------- - `--------------�------------------- ------------------------------------------------------------_- j- 2 LEFT SIDE ELEVATION 0� 8 SECTION R406 FOUNDATION WATERPROOFING AND DAMYYROOFING 3" BACKFILL R406.1 CONCRETE ANT)MASONRY FOUNDATION DAMPPROOFTNG. I _� WALUNTILITHE WALL HAS SUFFICIEANT STRENGTH TABLE R402.2 FLOOR SHEATHING (A EXCEPT WHAND HAS BEEN ANCHORED TO THE FLOOR ABOVE,ERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES p p MINIMUM SPECIFIED COMPRESSIVE STUD/POST OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF p STRENGTH OF CONCRETE (A)THE TOP OF THE FOOTING OR(R)6 INCHES(152 MM)BELOW THE TOP OF p p BY THE BACKFTLL(SECTION R404.1.7) THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL p MINIMUM SPECIFIED I-JOIST rB) HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN ° o NOTE: PRESIVE STRENGTH (F'C) ACCORDANCE WITH ONE OF THE FOLLOWING. p 3 3/16" ALL LUMBER THAT COMES IN CONTACT WITH '""' �IP'r';P7'''' d:I;•"".i. IiPJ ai;;; PI, 1.BITUMINOUS COATING. PILOT HOLES FOR p CONCRETE WILL BE ACQ LUMBER. 2.THREE POUNDS PER SQUARE YARD(1.63 KG/Tv12)OF ACRYLIC MODIFIED MANUFACTURING ALL FASTENERS FASTENERS FOR PRESSURE WEATHERINNG POTENTIAL CEMENT. PURPOSES TREATED WOOD ARE TO BE HOT DIPPED TYPE OR LOCATIONS OF MINERAL WOOL INSULATION lG) 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT GALVANIZED OR STAINLESS STEEL PER R317.3 COMPLYING WITH ASTM('897. CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE MINERAL OO INSULATION. � I O 4.ANY MATERIAL PET:MITTED FOR WATERPROOFING IN SECTION R406.2. 0 SEE DETAIL SHEET FOR 5.OTHER APPROVED METHODS OR MATERIALS. FLOOR HIGH WIND CONNECTION BAS MENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 EXCEPTION:PARGTNG OF UNIT MASONRY WALLS IS NOT REQUIRED REQUIREMENTS WHERE A I JOIST EXPOSED TO THE WEATHER 2,500 Idyl MATERIAL IS APPROV ED FOR DIRECT APPLICATION TO THE MASONRY. ., 13/811 3�iq " CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT c (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION 8503 OF THE 2015 OR 2P012 IRC THREADED PROVIDE 5/8"ANCHOR BOLTS, 2,500 2,500 2,500 LISTED ALS LISTED IN<i MATERIALS OR ANY ONE E THE WATERPROOFING HDU GARAGE FLOOR SLABS (B) [-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,12:51NCHES x2,0 INCHES, MATERIALS LISTED IN SECTION R40G.2 TO THE EXTERIOR OF THE WALL. ROD 36"O.C., 12"FROM EACH CORNER OR WALL BREAK,AND 12"MAX BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND / / FROM EACH SPLICE IN SILL PLATE OTHER VERTTCLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000" 3,000 // MINIMUM WEB THICKNESS OF 3/8 INCH. MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES, R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. / / / IN AREAS WHERE A HIGH WATER TART,R OR OTHFR SEVERE SOIL:WATER (FROM WFCM TABLE 3.2A)INSTALL PORCHES,CARPORT SLABS AND 5T PS EXPOSED TO THE / (C) MINERAL WbOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2.5 LB PER CU.Ft, MINERAL WOOL BATT INSULATION MADE OF CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT WITH 28"MIN EMBEDMENT IN 3000 W EATIIER,AND GARAGE FLOOR SLABS 2,500 3,000°'8 //3,50/0')'°� ROCK OR FURNACE SLAG (ASTM C665 TYPE I COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS RETAIN EARTH AND ENCLOSE SE INTERIOR SPACES AND FLOORS BELOW GRADE o ° PSI CONCRETE. SHALL BF,INCWATHES FROM THE HIGHER OF(A)THE TOY OF THE TOOTING p • ' SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS OF BATTS. THE INSULATION WIDTH FI (B)6 INCHES(152 AQ L BELOW THE TOP RP THE BASEMENT FLOOR,TO THE FOR S': 1 POUND PER SQUARE INCH=6.895 KPA. MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 16 INCHES ON CENTER OR 23 INCHES FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH A.AT-8 PSI. ONE OF THE FOLLOWING: POTENTIAL. WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER. THE INSULATION BATTS MUST E PROPERLY LOCATED 1.TWO-PLY HOT-MOPPED FELTS. p C.CONCRETE IN THESE LOCATIONS THAT MAY BESUBJECT TO FREEZING AND THAWING ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS, B 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. p TYPICAL HDU TIE BETWEEN FLOORS DURING CONSTRUCTION SHALL BE ATR-ENTRATNED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. 3.SIX-MIL(0.15 MM)POLYVINYL CHLORIDE. Q p D.CONCRETE SMALL BE AIR ENTRAINED,TOTAL ATR CONTENT(PERCENT BY VOLUME OF CONCRETE) 4.SIX-MIL(0.15 MM)POLYETHYLENE. FORT 5.FORTY-MIL(1 MM)POLYMER-MOnIFIED ASPHALT. • SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 7.ONE-EIGHTH-INCH'3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF COATING. S.SIXTY-MTL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED p PRESERVATIVE-TREATED D C O WITH AN ADHESIVE OMPATIBLE WITH THE MEMBRANE. BARRIER MAY BE 2'0„ N EXCEPTION:ORGANIC-SOLVENT-EASED PRODUCTS SUCH AS HYDROCARBONS, REQUIRED p 51'4" } CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED lll FOR TCF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF ° U FOR HOLDOWNS,PER ASTM TEST STANDARDS, 36' 8" 14 8' PLASTIC.ROOFING CFMENTS,ACRYLIC COATINGS,LATEX COATINGS, O ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT e O O e PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, 10'2" 26'6" ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(93°C). O ° 0 WITH CONSIDERATION GIVEN TO POSSIBLE ° ° 0 FUTURE WOOD SHRINKAGE.CARE SHOULD R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. 0 ° BE TAKEN TO NOT OVER-TORQUE THE NUT. 6 3'6" WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED IMPACT WRENCHES SHOULD NOT BE USED. 1 18" DIA x MIN 48" DEEP BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS VERTICAL HDU INSTALLATION y TO UNDISTURBED SOIL R406.3.1 THROUGH R406.3.4. LLIin P.G. PIER WITH 6x& CCA 8" THICK X 8'0" HIGH �,Q POST TO DECK GIRDER, z 8406.3.1 PANEL JOINT SEALED. PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED HDUS DETAILS P.G. WALL ON 16"x8° o ANCHOR PER DETAIL FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A PROVIDE TIE DOWNS AT EACH CORNER POURED CONCRETE Ip SHEET, TYP, "D -------------s a------------------------- MOISTUREPROOF SFAL UNDER THE CONDITIONS OF TEMPERATURE AND FOOTING, PROVIDE C3)-"4 1 I- MANUFACTURED BY SIMPSON SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS LINE OF DECK ABOVE.-'. o m MOISTURE CONTENT AT WHICH IT ADVICE BE APPLIED AND USED. BARS IN FOOTING, TYP. ° L_________________'-_E3 _ , v ° a` a " D a p a o° " op m STRONG-TIE COMPANY INC. 5/S ANCHOR BOLT.. PROVIDE (1) °4 BAR HORIZONTAL . �2-2x10 ACQ GIRDER �� ' 4 '--------- R406.3.2 - BELOW-GR/.DE MOISTURE BARRIER. NOTTO SCALE „ FRAIL ER CO E WITHIN 12 OF THE TOP AND ,4, , DRAIN TO A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE PROVIDE 5/8" ANCHOR BOLTS 36" O,C, MAX,( 1 ° U , BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO WITHIN I' OF EACH SPLICE IN SILL PLATEF.C. E S U(1) 04 BAR HORIZONTAL , D YW L w ' I Q1 O v � BACKFILLING.JOINTS 1N THE POLYETHYLENE FILM SHALL BE LAPPED 6 SEE DETAIL SHEET FOR INSTALLATION NEAR MID HEIGHT OF THE WALL ; °, ; '° ; / \ w INCHES(152 MM)AND SEALED WITH ADHESIVE.THETOP EDGE OFTHE POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A ' e ' ' 4, ' SEAT-.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM ,_ ___ ___________________ 2S I7 ' 2x8 ACQ !)EDGER x ' ___ __ ___ ______ -- ' MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE71 ° �, O„ o TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL , o+ a . p a °- o, a '- p a °- `o o° a ' paa o° INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY ' ------------------------------ - ° ------ ---- - - - - ' 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE 8"x16" PILASTER, TYPICAL IAD ' D ' WALL SHALL BE CAULKED FULL LENGTH PR'OR TO FASTENING THE STRIP - I � 1 1'4" TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE ► ' v ' 15'9" 1'4" 15' 10" m15'9" 1'4" POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD U 1 d o FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL 1 1 0 ° ' 4'x5'x5/S" F,C. GWB OVER 6 OR CRUSHED STONE:FOOTING. _____ I U FURNACE PER CODE R406.3.3 POROUS FILL. ' - o i-----------' ° {= 1 ' THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL EXCAVATED D C 1..Afi� BE BACKFILLED 4VT I'H THF.SAME MATERIAL USED FOR FOOTINGS,CTP TOA ' p 4" F.C. SLAB (3500 PSI) ON 4 MIL VINYL HEIGI-IT OF 1 FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, o ; -S VAPOR BARRIER ON 4" COMPACTED OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. r POUROUS FILL 'h 111 ' THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) o ' ` ' 1 ASPHALT PAPER OR G4,TTL(0.15 MM)POLYETHYLENE TO PERMTI WATER ; a ; O I (UNFINISHED) _, -� t— SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. 'a ' `' ® o ~ O W ' R406.3.4 BACKFILL. Co c0 ° GAS D.V, 1 � (2)-3 1/2" STEEL COLUMNS THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH ------ FURNACE 1 ON 60"x30"x12" POURED THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. v 4 J-----------. CONCRETE FOOTING I 0° 1 p ((1�� ` X ~ ' c ' Lam_ Uf R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFTNG. 'f'OT i i TO" T2" 7'2" T2" TO" 6' 10" 7'8" ; ; Z )� EXCEPT WHERE REQUIRED BY SECTION 8406.2 TO BE WATERPROOFED, �c ' ' •--- � X PRECAST CONCRETE FOUNDATION WALLS ENiCLOSING HABITABLE OR USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN �' ' I 1 2 - 1%" �' ' I I LVL, GIRDER !!� 1 1 1 LVL. GIRDER -� 0 ACCORDANCE WITH;SECTION 8406.1. (11' � BEAM POCKET 7 —� � � 0 R4f)6.4.1 PANEL JOINTS SEALED. GROUT SOLID •--- ---+ --------+ ' PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL ' , ' , , , --- --- ' ur ' O U `'_-----' I BEAM POCKET HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, ; 2 - 19'4" x W/16" ' ' 2 - 1%" _x 11TH" ' ' 2 - 1�a" x 1136" ' ' 2 - 13ia" x 11Tie" ' I ' �I N ° �I _ � GROUT SOLID CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN , , - - „_�— - ►—t3 --� - - --�— - F - - u " LVL, GIR I i IE,;-L. GIR ER 1 1 LVL. GIRDER 1 I LVL, GIRDER ' 1 NI ►- ,1 w, I o 1 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. LL 1 1 1 1 3 1/2" STEEL COLUMN •-I---------------- ----------------'--- ---------- ' ---------------• d " V'1 1 ° I 30"x30"x12" POURED Ilk CONCRETE FOOTING ; a �' 'v o• v`U a .o _ v a v °� ; WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ; 'Q (TYPICAL) n ;------- ----------------------------------------------- 0 ---; � FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ; ; R IL E G D 1= o ' m X � 1� � � � a 1 1 ( MAXIMUM MEAN ROOF HEIGHT. 35') N ° u m ° IL ENGINEER: ° --I ,--+ oa cL u�I hof- NEW Y 1 4 -------------- of- ------------ s v SHUTTER ASSEMBLY oIT - , ° 2-13/4 X 111 1/0 '' \ ` , , 5+2" Qzl 4 � M,L. FjJ=-- ---' � � i <� i o � � �+ � � �7, r 4' 11" I 1 4' 8" 'j 1 1 ,�,° ° 1 I • FJ� U- FOR PANEL SPANS: I p m WI O ° 1 1 1 1 ' � .��►. m 0 <4'0 WIDE SPAN ''� m o' - +- u_ ' r _" w Lu 23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 _ 'Iv v (OVERLAP AROUND OPENINGS 4") I ; ° 3 IIx _, UNEXCAVATED GARAGE tL `� ; O A 3 ' 1 l7 UH 1 1 > I ° I 1 �OI ESS\O�P ASSEMBLY: . I' ;," 8 m ; ; 4" P.C. SLAB O' ° ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1 ' a;� ° 1 1 . I ' ,, Q 1 I 6x6 10/Io W.W,M, cn JEFFREY T. BUTLER, P.E. #10x3" (w/WASHERS( GALVINIZED OR STAINLESS STEEL 1 ', Q 2"OFFSET ON 4" POUROUS FILL •------------------- --------------------------------------------- --- PITCH TO O,H.D, 1 1 fA WOOD SCREW @ 16" O.C. X ` ° ' I � � �STI 2x8 AGQ D.J. •> o. `. r 4 o -, '7'a p ,o o, v`a ° 9 °o o, v 4 ° p f \ \ 1 � , IAD s 16 O,G, ------ -------------- - ----------------- ALTERNATIVE 1 1 1 O FASTNER FOR SHUTTER TO BUILDING: --""'-""------' "--"-- -"'--"- 2x8 ACQ LEDGER, LAG TO BOX BEAM 1 10 I a m #11) TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) I "� / (SEE DETAIL SHEET FOR CONNECTION) a �m'q X o MACHINE BOLT @ 12"O.C. \ \ 1° o ;Ia ,Go- ° u 0 1 1 1 p > \ I o QIQ / P GU� �, P � � z � � ( m 0 IL BEAM POCKETLL w d r4 / - n GROUT SOLID ° ;N 00 V 0 yl 2-2x10 ACQ GIRDER ,' -�� 2-2x10 AGO GIRDER . � 2-2x10 ACQ GIRDER .�-- . I ° CW� u I 18 DIA x MIN 48 DEEP _ ,_D 2 x10 ACQ GIRDER > W Q 0 I - — - — - — - - —� - — - — - — y �- — - — - — - ---f - — - — - — - : C 1 1 " Q - ---------- -------------- I 1 ro OR TO UNDISTURBED SOIL _ l'J _ � LINE OF DECK ABOVE -' I P I o (L ' ' D Q b z P,C, PIER WITH 6xro ACQ I I ° B I 1 J Z .. 7,4„ t 7, 6„ - 7, 8,. 7, 3,. , ULTIPLE SECTION ASSEMBLY: POST TO DECK GIRDER. ' 1 A W O Q 4 1/4 THICK BOLTS 6 2' OG ANCHOR PER DETAIL v , a] , ; Ot O o 0 l l i I SHEET, TYP, ; , i i Q Q C) o I I I I v MAINTAIN 36" MIN LLI COU N • I Q r --- DEPTH TO_FOOTING-- i p i ;n � 111 Z I I II, a ----------------- -------- 07 9 L{' i•I' I»I' 1eI v E o' 11 1 1 1 11 ------------------------------------------------------------------- O 1- O SHUTTER ASSEMBLY '1 ' 1 I, �I uLL FOR PANEL SPANS: 4' OR WIDER SPAN 4'4" 24' 10" 22'2" O p 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ', I,I-' 1,1' Z Lu w (OVEIRLAP AROUND OPENINGS 4") 1 I I 11 2'0" 51'4" Q) Q (' If 0 2x4 STRONG-BACKS Q 24' OC I I, 53'4" I' ASSEMBLY: I I 1 I 1), PREASSEMBLE PLYWOOD TO 2x4'8: " 10x3" (w/ WASHERS) GALVINIZED OR 1 STAINLESS STEEL WOOD SCREW m 12" D.G. I I FOUNDATION OI I* I��I/•��I FLAN � J� � NOTE: ' 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I�. Ui}I�{ v I V A PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION "10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 WOOD SCREW m 16 O.C. � SMOKE DETECTOR (PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 PAGE & ALTEIRNATIVE FASTNER FOR SHUTTER TO BUILDING: INTERCONNECT PER CODE O "I0 TEE NUTS ATTACHED TO BLDG. w/ 010x1-1/2 l W/ WASHERS) O CARBON MONOXIDE DETECTOR vu MACHINE BOLT m 12 o.c, co ONE PER FLOOR 3 I i i R30^_.11.1 FIREBLOCKING MATERIALS. VENT TERMINALS R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL SECTiONP3103: TABLE P3201.7 411 VTR AND CEILING FINISHES. CONSIST OF THE FOLLOWING MATERIALS. FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING P3103.1 VENT PIPES TERMINATING OUTDOORS. FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 1.TWO INCH(51 MM)NOMINAL LUMBER. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE SIZE OF TRAPS FOR PLUMBING FIXTURES 311 _ ------- R302.9.1 __ 8302.9.1 FLAME SPREAD INDEX. OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING 1N TRAP SIZE MIN. _ ______ ---_;----- WALL AND CEILING FINISHES SHALL HA VE A FLAME SPREAD INDEX OF NOT 2.TWO THICKNESSES OF 1-INCH(25.4 Aib1)NOMINAL LUMBER WITH ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS PLUMBING FIXTURE BROKEN LAP JOINTS. P3103.1.1 THROUGH P3103.1.4, (INCHES) , ' 3 GREATERTHAN_00. -'-i- - i i ; 1 ---------------„_____�___---, EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES 3.ONE THICKNESS OF 23/32-INCA(18.3 MM)WOOD STRUCTURAL BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 21: 1 n : 211 :2" :2" �311 :211 211, ' � 2u :2" PEN BASEBOARDSANDHANDRAILS;TODOORSANDWINDOWSORTHEIR STRUCTURAL PANELS. Lf4V LA SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS.CHAR RAILS, PANELS WITH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD P3103.1.1 ROOF EXTENSION. AND/OR WHIRLPOOL ATTACHMENTS ' 3 'V ' ' 1 LAV '3° ' ' OVENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET LAV , ' FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH(O.SI MM) THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE BIDET 1114 W•C• TU IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLE-BOARD. ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. SHOWER SHOWER SHOWER TUB GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED CLOTHES WASHER STANDPIPE 2 TO A NONCOMBUSTIBLE BACKING. 5,ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. u u U R302.9.2 SMOKE-DEVELOPED6.ONE-QUARTER-INCH(6.4 MM) DISHWASHER(ON SEPARATE TRAP) 1 1/2 DEVELOPED INDEX. CEMENT-BASED MILLBOARD. WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, SECOND FLOOR WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, 11 ° u u OF NOT GREATER THAN 450. 7.BATT S OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER OPEN VENT.PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) 2 3 2 2 211 3 2n 211 3 2 R302.9.3 TESTING. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE ABOVE THE ROOF. FLOOR DRAIN 2 TESTS SHALL BE MADE 1N ACCORDANCE WITH ASTAI E 84 OR UL 723. SECURELY RETAINED IN PLACE. 311 3° KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE P3103.1.3 ROOF EXTENSION COVERED. 1112 8302.9.4 ALTERNATIVE TEST METHOD. WITHOUT DISWASHER AND FOOD WASTE DISPOSER) WITH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND �� AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER ------ THAN _ 3_ - THAN 200 AND A SMOKE-DEVELOPED INDEX of NOT GREATER THAN 450 IS COVEREb BY EITHER AROOF-MOUNTED PANEL(SUCH AS A SOLAR LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 ; i ------ 311 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR(JL 723,WALL AND R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT , CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED OPENING)ORA ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE ------, WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 285 NON RIGID MATERIALS SHALL BE PER PERIv1ITTED FOR COMPLIANCE WITH OR A DECORATIVE SHROUD).THE VENT PIPE SHALL TERMINATE NOT LESS LAVATORY 1114 11' n n ' THE 10-FOOT(3(98 MAt)HORIZONTAL FIREBLOCKING IN WALLS 2 ' 2 1 2 , ' SHALL MEET THE FOLLOWING CRITERIA: THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS , 2 i ,3n coNs'IRuc'IEu uslNc PARALLEL ROWS of sruus ox STAGGERED sruDs. SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW SHOWER(BASED ON THE TOTAL FLOW RATE ' Lav ' THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: 8302.11.1.2 UNFACED FIBERGLASS. ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE THROUGH SHOWERHEADS AND BODY SPRAYS) SINK , W,C, UNFAC'ED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF FLOW RATE: 1. DARING THE 40 KW EXPOSURE,FLAMES SHALL NOT FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 5.7 GPM AND LESS SPREAD TO CEILING NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY,WHERE FOR THE VENT PIPE TO THE OUTDOORS THAT 1S NOT LESS THAN THE AREA MORE THAN 5.7 GPA1 UP TO 12.3 GPM 11/2 PIPING,CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE 2 D.W, W, 2.THE FLAME SHALL NOT SPREAD'CO THE OUTER EXTREMITY INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. MORE THAN 12.3 GPM UP TO 25.3 GPM 4 MAIN FLOOR OF THE SAMPLE ON ANY WALL OR CEILING. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT MORE THAN 25.8 GPA1 LIP TO 55.6 GPM 8302.11.1.3 LOOSE FILL.INSULATION MATERIAL. PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT 4 211 211 211 211 3" 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK PIPE OPENING. 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL USE TO DEMONSTRATEATE ITS ABILITY TO REMAIN IN PLACE AND TO P3103.1.4 SIDEWALL VENT TERMINAL. UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR FOR Sl:1 INCH=25.4 min,1 FOOT=304.8 mm. u NOT EXCEED 800 KW, RETARD THE SPREAD OF FIRE AND HOT GASES. 311 3 VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE 411 .THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN 5 ,_ z 8302.11.2 FIREBLOCKING INTEGRITY. -� FAI � EXCEED 1,000 M. THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. 10 FEET(30.38 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET ' L0 (3048 MM)IN.ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. ' R302.10 FLAME SPREAD INDEX AND SNIOKE-DEVELOPED INDEX FOR INSULATION. R302.12 DRAFTSTOPPING. VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN LN COMBlJST1BLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE j C O i TO AN APPROVED (X ACCORDANCE WITH SECTIONS 8302.10.1 THROUGH 8302.10.5. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFTSTOPS STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT 411 SANITARY SEPTIC SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEAIED SPACE DOES NOT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS ' SYSTEM 8302.10.1 INSULATION, EXCEED 1,000 SQUARE FEET(92.9 M).DRAFTSTOPPING SHALL DIVIDE THE AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS AND CONCEALED SPACE INTO APPROXIMATELY EQPAL AREAS.WHERE THE ASSEMBLY AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-C'EILIN'G ASSEMBLIES, IS ENCLOSED B Y A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES.CRAWL SPACES AND ATTICS SHALL DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING FOLLOWING CIRCUMSTANCES: P3103.2 FROST'CLOS URE. WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS F LM 5 I N G RISER ISEa DIAGRAM (NTS) SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. O°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES(76 MM)1N DIAMETER.ANY INCREASE 1N THE EXCEPTIONS: 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, MEMBERS. THE THERMAL ENVELOPE OF THE BUILDING. THE FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDED THAT THE R302.12.1 MATERIALS.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS TITAN P3103.3 FLASHINGS AND SEALING. z FACING 1S INSTALLED 1N SUBSTANTIAL CONTACT WITH THE UNEXPOSED -INCH(12.7 Mbt)GYPSUM BOARD,3/8"-INCH(9.5 MM)WOOD STRUCTURAL 2' 51'4" w SURFACE OF THE CEILING,FLOOR GR WALL FINISH. PANELS OR OTHER APPROVED I\-I.ATERIALS ADEQUATELY SUPPORTED. THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS 2.CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOT SPRAY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. } 10' 2" 16' 10" m APPLIED.COMPLYING WITH THE REQUIREMENTS OF SECTION THE DRAFTSTOPS SHALL BE MAINTAINED. 15 1 O° 8'611 w 8302.10,3,SHALL NOT BE REQUIRED TO MEET THE P3103.4 PROHIBITED USE. E SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL R302.13 FIRE PROTECTION OF FLOORS. A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE VENT TERMINAL. MORE THAN 450 WHERE TESTED IN.ACCORDANCE WITH FIRE-RESISTANCE RATED.SHALL BE PPROVLDED WITH A 1/2-INCH(12.7 MM) w CAN/ULC 5102.2. GYPSUM WALL-BOARD MEMBRANE.5/8-INCH(16 MNS)WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. P3103.5 LOCATION OF VENT TERMINAL. PLATFORM, STEPS AND m 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS,LIGHTING, AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE RAIL PER CODE LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR OPENINGS OR LOCATED LESS THAN 4 FEET(1219 AIM)DIRECTLY BENEATH ANY DOOR, R302.10.2 LOOSE-FILL INSULATION, PENETRATIONS SHALL BE PERMITTED, OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING LINE OF BALCONY ABOVE LOOSE-FILL INSULATION MATERIALS TJAAT CANNOT BE MOUNTED IN THE ASTM OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL - - - - - - - - - E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS EXCEPTIONS: BE WITHIN 10 FEET(3048 AIM)HORIZONTALLY OF SUCH AN OPENING UNLESS STEPS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF IT 1S NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. SECTION R302.10.1 WHERE TESTED 1N ACCORDANCE 1\'ITH CAN/ULC 5102.2. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BYI R IL ER CODE AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, DRAIN TO EXCEPTION;CELLULOSIC FIBER LOOSE FILL INSULATION SHALL NOT BE NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC 51012, 5/4" X 6" DECKING I D YW L PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT I � j\ G, TE S SECTIONS R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES. I I D WN 8302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. 3,PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE 305ODH-3 FW G 60611 I I, 4')10 RA $O 1 UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: �j 40 0 PIFT CELLULOSIC'FIBER LOOSE-FILL 1NSU1 AT10N SHALL COMPLY WITH CPSC 16 CER, PARTS 1209.AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 3.1,THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES I 2-2x10 HDR. - -- • M BE CLEARLY LABELED IN ACOORDANC'E WITH CPSC 16 CFR,PARTS NOT EXCEED 80 SQUARE FEET(7.4 M)PER STORY2. 2-1 3/4 X 11 -1/5 LV HDR, Cl V i , , y- R. 1209 AND 1404. 11 (Y do z ---------------'---' ' `------ - 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.1 1.1 IS R302104 EXPOSED ATTIC INSULATION. INSTAIIED ALONG THE PERIMITER OF THE UNPROTECTED PORTION EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A FROM THE REMAINDER OF THE FLOOR ASSEMBLY. n (- CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. M X _ Q @ i c\I 4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL ' GREAT ROOM CD R502.10.5 TESTING. COAIPOSlTE Ll1MBER EQl1AL TO OR GREATER THAN 2-INCH BY 10-INCH , r' I I O r KITCHEN c l TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE 1N ACCORDANCE WITH (50.8 MNt BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR 9'O" CLC. HGT, 1 1 z N Q V 9'O" DLG, ASTM E 970, ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. BREAKFAST W z R302.11 FIREBLOCKG. I O IV Z I g'O" CLC. HGT, INI C Q c0 0 r IN COMBUSTIBLE CONSTRUCTION,FIRE-BLOCKING SHALL,BE PROVIDED TO CUT1 OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO R302.14 COMBUSTIBLE INSULATION CLEARANCE: ' Q O Z (3 @ T l FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES.AND BETWEEN A TOP COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES(76 MM) G' ; �/ Q (3 U N STORY AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICEZi S. 'R.R. Q LL I d I I O Q F tU 1 v z LL /� FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: PREFAB, ZERO CLEARANCE ' 13 u _j -�' �' "' W 00 --11 0 FOLLOWING LOCATIONS: 6 O,G, n GAS D.V. FIREPLACE WITH I - N I NI Q O WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, N 2 " HEARTH PER CODE (NFPA 211) Q pl z ' JU 14) I.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS.INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS SHALL Q PROVIDE FRESH AIR INTAKE SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED 1N AND 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. THE LISTING. AMD GLASS DOORS PER CODE , 12.HORIZONTALLY AT INTERVALS NOT EXC'EEDINGIOFEET Y RIFY SIZERAISED HEARTH r ' cis RECESSED LUMINARIES INSTALLED 1N THE Bl11LDING THERMAL ENVELOPE SHALL , 1 = 1 , 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. 28' 8' ' REF (() SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. iy 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND rl E 2-2x,10 HDR. BEARING WALL 4'0" `� L BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITHO ' ' 2'4° _ - SEC'T10N 8302.7. c__ rx I I E F 2-2X10 HpR. 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT N , ® q ic` ' X -u CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE 3 6d (kLu FREE PASSAGE OF FLAME AND PRODUCTS OF COMB USTION.THE MATERIAL INSULATE STAIRWELL R-15 - 1 - BEARING WALL - _8.0"- - - L - I POWDER x > o \ ° MUD/ Q PANTRY I- FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE j LAUNDRY = �* '7 ASTM E 136 REQUIREMENTS. 2-2x10 HDR, 2-1 .3/4" X 11 /8" LVL HDR _ _ _ 1 O 0 N 5.FOR THE FIREBLOCKING OF CHININEYS AND FIREPLACES.SEE SECTION 2'0" ' 9' 10" 7'6" 5'0' 5'0° 4'6" ry 5' 8" 81003.19• N D W 0 G, ENGINEER: 6.FIREBLOCKING OF CORNICES OFA TWO-FAI IILY DWELLING I5 REQ(11RED so W C G AT THE LINE OF DWELLING UNIT SEPARATION. i _ RAIL R (TOCIE co ' �T 3'0" �� T Y� OX -L.D, FLOOR ABO INSULATE R-21 2-2x10 HDR, gE RI W • r M ARING WALL /� I \ A H cV I c N U1 , C OPEN TO i W ABOVE Q;,U. LIVING ROOM O o .' '^ n ' I Z (K m R IL E C ---- - °11 9'0" DLG, NGT. .9 W n L.O. WALL ABOVEi; I -4 34 3 (v -1 3/4'.11 V8" LVL F,J,' R A Q A AV r z ILL FESS�2x6 R.R. g I6" LO, x � C JEFFREY T. BUTLER, P.E. 2x6 C.J. ® 16" O, , Le 2 CAR GARAGE ' 00 w 0 U M ~ 5/8" F,C, GWB ON WALLS 7 Q N FOYER I `� AND CEILING PER CODE c K U r 0 0 9'0" CLG, HGT, r 4-2x4 POST �x _ - pi m (3)-I 3/4" x 18" M,L, w/ (2)-3/4" STEEL PLATES UPSET Q Q w FASTEN SHEATHING. TO L �y r W HEADER WITH 8D COMMON � U � ----------------T -----LINE DF FLOOR ABOVE --- > NAILS, 3" GRID, .. 4 5' 1„ W I z , F LL (L (3) 13/4" X 16" LVL HDR. W O c 0 1 1/4" COIL STRAP (BOTH SIDES) V x 2-2x10 HDR. 1L U Z O W z (8) 100 NAILS, STUD � � <M`' i X '-' (8) IOD NAILS, HEADER/TOP PLATE I s0 2-2x10 HDR. ' W 0 �//� / 1068-3068-1068 3050DH-2 (7/ I Q z } 0 1/2" CDX SHEATHING'. WITH q O 0' _ l'3 -, '� r^ 8 D COMMON NAILS, 3" FIELD ��, W Q � Z m 3" O,C, PERIMETER, ,y-F/ COVERED PORCH - �� LINE OF FLOOR ABOVE I W w 111 L11 6 a 3 / ,5/4"x6" ACQ DECKING 10 ° N �. 2X10 R.R. a IC O.G. rvl 2X10 R.R. 16 O,C. Q m 0 71 0 Q Q / N' x Q O ° 0 SIMPSON HDU 5 U O 0 � �0 � i ILL � N 5/8" ANCHOR BOLTS 32" O.C. MAX, 4-2X10 GI DER 4-2X10 GIRDER N 4-2X10 GIRDER I W iQ U Q N WITHIN I' OF EACH 45PLICE IN SILL PLATE 2X1 C,J,'g 16° O.C. pq z STEPS AND RAIL TO STRAP TO RID E AT MID SPAN 6l U SEE DETAIL SHEET FOR INSTALLATION i i O LI) p (U GRAPE PER CODE 8" HB 4 G SQUARE J Q PORCH POSTS, TVP, O ►-- O GARAGE PORTAL DETAIL 21' 2" ' ' s 2-2x10 HDR. 2-2x10 HDR. z w 305ODH NOTE 2020 FIXED WINDOW 3050DII (� IN GABLE END ABOVE FIRST FLOOR FLAN LIVING AREA = 1,334 SQ•FT, GARAGE AREA = 521 SQ•FT, 6'2" 11' 1" 7'7" 5'6" 11'2" 5'6" FAGE ., COVERED PORCH AREA = 195 SQ,FT, INDOW PERFORMANCE DATA: � SMOKE DETECTOR 2'0" 4'4" 24' 10" 22.2" ALL WINDOWS BY SILVERLINE, SERIES 3000 DOUBLE HUNG. INTERCONNECT PER CODE O r Q U=,31, SHGC=.2% DP 30, DUEL PANE (SILVERLINEWINDOW,C01"I) o CARBON MONOXIDE DETECTOR 53'4" 4 T v co ONE PER FLOOR 2x12 RIDGE 2x10 RAFTERS R905.1.2 ICE BARRIERS: SEE DETAIL SHEET FOR 1/2" CDX SHEATHING CONTINUOUS AIR VENT BAFFLES m FRAMING BAY 15" FELT IN AREAS WHERE THE HAS BEEN A HIST RY OF ICE FORMING OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED 5-I0d HlGw WIND CONNECTION ASPHALT ROOF SHINGLES ALONG THE EAVES CAUSIN5 A BACKUP OF WATER AS DESIGNATED SO THAT AIR FLOW IS NOT RESTRICTED. NAILS CONT RIDGE VENT IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR DO NOT COMPRESS INSULATION. REQUIREMENTS ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED ROLL ROOFING,SLATE AND SLATE-TYP SHINGLES,WOOD SHINGLES u� ROOF VENTILATION RML OF THE INSULATED AND WOOD SHAKES.THE ICE BARRIER SMALL CONSIST OF NOT FEWER u CEILING AREA UNIFORMLY ENDDISTFROM T THAN TWO LAYERS OF UNDERLAYMEN CEMENTED TOGETHER,OR A EAVE PROTECTION TO EXTEND FROM THE EDGE OF THE ROOF, 36" UP THE SLOPE SELF-ADHERING POLYMER-MODIFIEDBI UMEN SHEET SHALL BE USED III -• =`� BUT NOT LESS THAN 12" BEYOND IN PLACE OF NORMAL IJNDERLAYMENT ND EXTEND FROM THE P %N• I THE INTERIOR FACE OF THE EXTERIOR WALL LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 0 I .�. 24 INCHES(610rmn)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 0 l I Vr0o, ' BAFFLE AS REQUIRED FOR ROOF VENTILATION ON ROOFS WITH SLOPE EQUAL TO OR G�EATER THAN 8 UNITS VERTICAL I{i IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED {. t �•`' 12 NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE 5-I0d �. . 16" O,G. FROM THE EAVE EDGE OF THE BUILDING. NAILS 2x4 G.T. Sfmpson Strong-Tie LOCATED I UPPER I/3R0 ROVIDE ICE BARRIER PER EXCEPTION:DETACHED ACCESSORY STRUCTURES LSSU28 OF ATTI PER 3.2.5.1 2,0„ R905.1.2, TYPICAL ALL NOT CONTAINING CONDITIONED FLOOR AREA. _ OF 2 15 WFCM (MI I EAVE DETAIL ATTIC 1 (UNFINISHED, STORAGE ONLY) SIMPSON STRONG—TIE I� 1 R1-14`911 IIIN�SUlLAI TION l 1111111 11 I1 1 I �lIl ` l HV HURRICANE IE HII I 1 lzlgg�[Aw IIRAV )6 lI1 ( 1 Il, I, I TOP OF PLATE - — - - - I/2" GW8 ON - SHINGLE RIDGE CAP—� /-RIDGE VENT WALLS AND CELING =- PROVIDE BUILDING GASKET SPACKLE AND PAINT IX6 AZEK FASCIA AT ALL EHEETROCK ON 2X6 SUB FASCIA EXHAUST AIR Z INTERSECTIONS BUILDING MUST CLO, CLO, BEDROOM 112 1'4" OVERHANG SHINGLES-� `f Q - PASS 3 AIR CHANGES PER HOUR _ AZEK SOFFIT WITH CONT FELT PAPER ROOF SCREENED VENT SHEATHING 00 (TYP.) BEDROOM *4 = 12 = RAFTER 5 3/4" TAG SUBFLOOR TOP OF SUBFLOOR C NT F.J. II 7/8 TJI 230 F.J. Q 16 D.C. VU TOP OF PLATE - -- - - 1/2" GWB -_ z SEE DETAIL SHEET - FOR CONNECTION RIDGE BEAM o REQUIREMENTS INCLUDING = I/2 GWB m CONNECTOR AND NAILING 2x6 STUDS RIDGE VENT DETAIL � R-21 INSULATION o = 1/2" CDX SHEATHING COVERED LIVING ROOM BREAKFAST "HARDIEWRAP" HOUSEWRAP w _ "HARDIE PLANK" SIDING 6' 6'/z" 12' S" r PORCH 8' 10/2" 6' 3" 13'6" 3'9" NOTE: INSTALL FLOOR JOISTS -- = PER MFG. PRODUCT GUIDE 3/4" TAG SUBFLOOR TOP OF SUBFLOOR - —' - - ()O(l( �O( 11VUV UVVIti��,VUVVUU�.S��V��V��SI�VVVVIy�Jl1lS�'1JI��I�1��)UISIJV��I��I( IIII��SrI�}l��I�?�U�I��IIIII.y��V��U��UUVUU�}UVUVVUUUV VU��.�1� RAIL PER GODS (36 MIN.) 21'0" TOP OF FOUNDATION - —' - - R-30 INSULATION / BALCONY PITC GRADE7'dd! 1 °° // II 7/8" TJI 230 F.J. 16" D.C. 6 (2) 1 3/4"x11 7/8 ° " o H GRA �°P PITCH GRADE AWAY o AWAY FROM ,� LVL GIRDER FROM FOUNDATION 5/4'x(o DECKING "v °a FOUNDATION ° 305ODH-2 305ODH-2 ISLIDER 305ODH 6'0" 3050DH cYl IS"DIA x MIN 48"DEEP 6p' TO UNDISTURBED SOIL I/2" STEEL COLUMN a; O P.C. PIER WITH 6x6 CCA Ld ' ' Qn II n 2-2x10 H RPoar TO DECK GIRDER. CELLAR 30 x30 x12 POURED °t 2-2x6 ACQ SILL 2-2x10 HOR -2x10 HpR 2-2x10 HpR 2-2x10 HD % i ANCHOR PER DETAIL °.6 II CONCRETE FOOTING °•6 5/8" ANCHOR BOLTS m 36" O.C. - J-{-1 f 4 P.C. SLAB (3500 PSI) ON 4 MIL VINYL °� r- SHEET,TYP. •° v ''JILL SEAL ,..� VAPOR BARRIER ON 4" COMPACTED " POUROUS FILL COPPER TERMITE SHIELD ° (Y (UNFINISHED, STORAGE ONLY) 8" THICK X 8'0" HIGH 12' 1" 12' 1" 20 0„ QaP.C. WALL ON 16"x8"TOP OF FOOTING - -- - - ' POURED CONCRETE c+ LF- c �(f P ; d FOOTING, PROVIDE (3)-"4U6BEDROOM 03 BEDROOM "2BARS IN FOOTING, TYP. O 8'O CLG. NGT. 8'O GLC. HGT. o �j XPROVIDE (1) •4 BAR HORIZONTAL o - O ��t �I WITHIN 12" OF THE TOP AND 2 _ () ) O � /^' I IDI `t om (I) 04 BAR HORIZONTAL I � PGT. � MASTER BEDROOM c a m _C NEAR MID HEIGHT OF THE WALL � � } 4 ° @ 8'0CLG. HGT. Q LU � ID c0 Q - x }- 0 i� Q � ryry > X x (� Q o .1 Q NOTE: = Q Ca17- 1" 5'0" 5 0" 7' V c+l w ALL LUMBER THAT COMES IN CONTACT WITH w _ 2x12 RIDGE- 5,011 CONCRETE WILL BE ACQ LUMBER N ' c 1 0 5 0" j� lX _t 2-2x10 HDR �, 2-2x10 HDR O = 1' 8' - lU CLO, o c D x I U pz c' CLO, ! - - - - b �4 p6" - - -�'I- - - - - - - cv o LN. - �n _ _ 2X12 RIDGE Q c ry ' , �rQ- - ��O - - - - - - - - - - - - - - - -© n o� x N 2'6" ry ry M 10 Ic i a 2-2x10 HDR ry � ENGINEER: ------ OW I so / ' < O Cc ° 2-2x10 HDR �O I o a o o °° I N 2'6" Xco a Oh O p rnQ 4 n 3' I3/a" RAIL PER COD / 2-210 HDR BEARING WALL - xDR ) 'A 2-2x10 IDR �,6, CEILING DRYWALL TAPED Q A N �j 1, CLO,1 CLO, B O IOTI I W w TO WALL DRYWALL d 0 ' ./R0 OPEN 5'0" 4'4"\ 13'0" K `V �ti TO 2-2x10 HOR ; ATTIC ; V W �A 3493 BELOW �1 4'0„ Access DRYWALL CAULKED, GLUED MASTER BATH ROFESSIONP� OR GASKETED TO TOP PLATE � 1 2 A QI BEDROOM *4' _ � ----- _ ' ' ��9 � SHOWER �� E-� c 8'0" CLG. H T. \ p 8'O CLG. NGT, c DRYWALL CAULKED, GLUED SHOWER o o ry' -" @ \ /� JEFFREY T. BUTLER, F.E. _ ® \ W.I.G. ! UB OR GASKETED TO BOTTOM PLATE 9 L V X I o 0ox Q NOTE: AT TUB/SHOWER ) G ry 2xIO R.R. -0 IN, O,C. 0 m LOCATIONS PROVIDE , x 2l Rg 16" OC (LAYOVER) 2 \ X ry K o0 FULL HEIGHT GWB PRIOR BOTTOM PLATE CAULKED x , . . N x6 R.R, 2x R.R, 72" VANITY O m ' TO INSTALLING TUB ON OR GASKETED TO SUBFLOOR (L YOVER) 9101. 15'0"I (LAYOVER(LA OV 0 OUTSIDE WALL AIR SEAL 8' 0" LAY. PER DETAIL, THEN 11 7/811 M, , UPSET HDR 3-1 3/4" X 11 7/8" M.L. UPSET HDR. BEARING WALL o o m INSTALL UNIT. � � - - - - - - - 0 — � - - - - - N - - - - - - - 1 LLI lI) p a o SUBFLOOR GLUED, CAULKED OR �c GASKETED TO RIM JOIST/RIM CLOSURE ' Z n p 2x8 C.J. m 16" O.C. z O U Ory RIM JOIST/RIM CLOSURE CAULKED 2x8 C.J. 16" O.G. �' r U,J Z Q f p OR GASKETED TO TOP PLATE 2-2xliD HDR ' c '� } i 4 —1 Z w z --------�-- ---------- z 304ODH 2xlo R.R. a 6" O.C. W Lu u 6 a DRYWALL CAULKED, GLUED ° 2-2x1 HDR OR GASKETED TO TOP PLATE knO Q Q NOTE 2020 FIXED WINDOW 305ODH-2 r 13 - 0 IN ABLE END ABOVE U O cl LA DRYWALL CAULKED, GLUED U Z 9 OR GASKETED TO BOTTOM PLATE O ') I-N LL o Q BOTTOM PLATE CAULKED WINDOW PERFORMANCE DATA: ,� OR GASKETED TO SUBFLOOR O _ ALL WINDOWS BY SILVERLINE, SERIES 3000 DOUBLE HUNG „ U=.31, 6HGC=.2% DP 30, DUEL PANE (SILVERLINEWINDOW,COM) �u SUBFLOOR GLUED, CAULKED OR z ui r GASKETED TO RIM JOIST/RIM CLOSURE m p RIM JOIST/RIM CLOSURE CAULKED SECOI ` D FLOOR FLAN OR GASKETED TO TOP PLATE SILL PLATE INSTALLED OVER SILL GASKET LIVING AREA = 1,45 SQ.FT, SMOKE DETECTOR FAGE :INTERCONNECT PER CODE 6'2" 3' 2" 8101, 8101, c4 a DCQ NOTE: SHADED COMPONENTS DESIGNATE AIR BARRIER SYSTEM 0 CARBON MONOXIDE DETECTOR 4'4" 9'4" 16'0" D D C° ONE PER FLOOR 21' s" AIR SEALING DETAILS 51'4" � �� I STAGGER FASTENERS TABLE R507.2 IN 2 ROWS DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSP) 5.5"MIN.FOR 2x8 'DISTANCE SHALL BE PERMITTED TO 0BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5.5"MIN.FOR 2x10 ARE USED OR BOLT SPACING IS CONNEC ION DETAILS 5"MAX. 7..5"MIN.FOR 2x12 REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 116'1"to 18' O O O 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. I 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMET^R BOLT WITH 1/2-INCH 36 36 34 29 24 21 19 MAXIMUM SHEATHING,(D) SIDING 1/2-INCDIAMETER BOLT FIGURE R507.2.1(1) MAXIMUM SHEATHING,(E)WITH 1-INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI:1 INCH=25.4'MM, 1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALLIBE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. DECKING D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL.BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE 8507.2.1 LATERAL BRACE AT 6'O.C. 2"MIN—. G PLACEMENT F LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R.507.2 FLOOR SHEATHING NAILING MINIMUM ND AND EDGE DISTANCES AND SPACING BETWEEN ROWS TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-1Od NAILS TO JOIST WITH HOLD-DOWN Simpson Strong-Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS z DTT2Z FLOOR JOISTS TENSION TIE LL-DGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 15/8 INCHES(B) d� Simpson Strong-Tie BAND JOIST(C) DTT1Z HOLD DOWN 3/4 INCH 2INCHES 2 INCHES(B) 15/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTRIBUTED FOR SI:1 INCH=25• MM ALONG DECK AND ONE WITHIN 24"OF EACH A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL END OF THE LEDGER.HOLD DOWN DEVICES RUN OF THE DECI�LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). SHALL FULLY ENGAGE DECK JOIST PER HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. _ + + + + D.THE MINIMUM ISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/$"DIAMETER LAG BE IN ACCORDAN E WITH FIGURE R507.2.1(1). I 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS z TO CENTER OF TOP PLATE,STUDS,OR HEADER N W 5d COOLER NAILS AT 10"O.C. FIGURE R507.2.3(2) FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACH � DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-10d NAILS W FLOIOR JOIST PERPENDICULAR TO DECK JOIST) GYPS UM BOARD 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS I � ENDWALL- o1sTs GABLE ENDWALL BRACING U STUD (WFCM FIGURE 3.7a) X 4 LL A A u4BORED HOLE MAX � Q DIAMETER 60% NOTCH GREATER THAN BLOCKING O U 50%OF THE PLATE WIDTH OF STUD DEPTH BLOCKING r CO 5/8"MIN.TO EDGE 166 NAIL AT 24"O.C. GYPSUM BOARD lu W 16 GAGE(0.054")AND 1.5"WIDE Y (u 5/8"MIN.TO EDGE METAL TIE ACROSS AND TO EACH SECTION A-A W O E WITH 8-16d SIDE F THE NOTCH f N Q c . NAILS EACH SIDE X }- O NOTCH MUST NOT EXCEED 11 � d 40%OF STUD DEPTH U- FLOOR BRACING AT END BAYS 2 HL WOOD STRUCTURAL PANEL z LU 0 TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. INSTALLED IN ACCORDANCEWITH NAILING SCHEDULE OL O (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGIA WIND EDITION) ln13u BORED HOLES SHALL NOT l� BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. 8d NAIL AT 12"O.C.ON ALL IL CROSS SECTION OF CUT OR FRAMING MEMBERS NOT AT NOTCH IN STUD w PANEL EDGES (a) OUTSIDE CORNER DETAIL 12"MAX. TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON 8d NAIL AT 6"O.C. GYPSUM BOARD ENCzIN R: NOTCHING AND BORED HOLE LIMITATIONS SHEAR WALL REQUIREMENTS (ALL PANEL EDGES' E�,yo FOR INTERIOR NONBEARING WALLS P � e (WFCM 2015 SBC HIGH WIND EDITION) T` RAFTERS AND CEILING NO CEILING CENTER 2x BLOCKING -WOOD STRUCTURAL PANEL m �' ui JOISTS OR APPROVED DIAPHRAGM ON SHEATHING JOINT INSTALLED IN ACCORDANCE = W REQUIRED 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE tiN '-d 6` ` ROOF TRUSS # •.4 (TABLE 3.1,WCFM HIG14 WIND EDITION) �Q 073493 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL ESS\0 TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING WEDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, F.E. NOTCHING PROVISIONS FRAMING MEMBERS NOT AT PANEL EDGES 0 m JOIST IS PERMITTED TO PREFERRED METHOD (b)INSIDE CORNER DETAIL O TOPPLATES BE CUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- EXTERIOR CORNER FRAMING o SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS N NOTCHING PROVISIONS O , WFCM SECTION 3.4.1.1.1 ROOF FRAMING 0 ff a O WFCM SECTION 3.3.1.1.1 DOUBLE TOP PLATE LL O 1/3 SPAN 1/3 SPAN z O WALL WALL W U STUD 4.. WALL 4.1 4.. U LU Q Q p 1 JOIST ENDS TO BE Z T BLOCKED AGAINST \/ z Q z <1 ROTATION IN ACCORDANCE o 0 BORED HOLE MAX FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT RIPPLE STUDS 0 z C STUD TO RAFTER CONNECTION LU LU 6 DIAMETER 40% 3.3. BAND JOIST AND BRIDGING AND 331.4 BRIDGING OR FLOOR TO FLOOR CONNECTION TUB o TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 HEADER 21"CLEARANCE 30" W Q 0 OF STUD DEPTH DEPENDING ON CONDITION,SEE DETAILS ON SHEET 7 OF 7 THIS SET 0 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 24"CLEARANCE Q (f U 0 WALL I I IN FRONT OF H Z LAVATORIES OPENING w U 9 5/8"MIN.TO EDGE FULL LENGTH LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER 0 tl) 0 01 BOTTOM PLATE CLOSET 0-NOTCH MUST NOT EXCEED OR BIDET U u- 25%o OF STUD DEPTH BAND.101ST NOTE: 15„ WAL 15„ WALL O N N _ NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED 0 6 LOCATED IN MIDDLE ONE-THIRD s _____________________ AT EACH END OF HEADER AND O n OF STUD LENGTH JOIST - � � � � _ -__ AT BOTTOM OF � SILL PLATE e ADDITION TO CONNECTORS S DT IN ' S IF HOLE IS BETWEEN 40%AND 60°Io CRAWL SPACE e CO�I�IECTt� WALL STUDS AND AT TOP AND ' TUB O OF STUD DEPTH,THEN STUD MIDST SUBFLOOR BOTTOM OF CRIPPLES `a BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN OR BASEMENT i � bQ � � U � • � � R IJIRED� � � o 1 ' ' ' ' ' " BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE s s CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21CLEARANCE 21"CLEARANCE NOTCH IN STUD STUD TO PLATE —•�� j /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO S LESS THAN N 6 FEET: PAGE : PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET): USE DSP W/$ 10d NAILS IN STUD AND 4 10d NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT TYPICAL WALL, FLOOR AND ROOF FRAMING � CONNECTIONS FOR OPENINGS FIGURE 8307.1 (WFCD,4 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P,C. ri THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,ML NICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS C1 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF � oa USE 9-8d NAILS PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DI CREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R,301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIORTO COMM ENCEMENT DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° DEAD LOAD-SECTION R301.4 RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME- SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FIRE BLOCKING 8302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY, CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.1 1.1 •• � .L �� FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION M 'ANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND > G > it LIGHT AND VENTILATION-SECTION 8303 L MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR ° COLLAR TIE TO RAFTER(FACE-.NAILED) 6-8d PER TIE CEILING HEIGHT-SECTION R305 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCCRDANCE WITH THE l., n n SANITATION-SECTION 8306 N CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS p if " `' p `' p BLOCKG TO RAFTER(TOE-NAILED) 2-8d EACH END OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS " > > TOILET BATH AND SHOWER SPACES-SECTION R307 •. > C > > D D D > RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING-SECTION 8308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE GARAGES AND CARPORTS-SECTION R309 ENGINEER. •° �_ ° " ° ° °. p WALL FRAMING °' Simpson Strong-Tie 4 °,.;� <I ° 4 ° EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 • ° MTS30C OR CS 16 tr/4" _ Q `p � 'p n `p L" EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS •• „ C ° TOP PLATE TO TOP PLATE(FACIE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORILR COMPENSATION,ETC.) °• COILED STRAP > > ° AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLIDN AND AUTOMOBILE •° AT EACH ROOF RAFTER C ;�` D G > C HANDRAILS-SECTION 8311.5.6 USE 8-16d NAILS AT ° 4 t .. C ° 4 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE 0° EACH END r�:% SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. 4 n 4 n 4 nn 4 STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. 4 >. FOAM PLASTIC-SECTION R314 L, p G' p ,p ` L ° HEADER TO HEADER(FACE-NA[LED) 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION 8315 6.PROVIDE- COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. N S INSULATION-SECTION R316 D ° D ° D p TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE�VOLMANI ED OR PRESSURE STUD TO ROOF RAFTER ° MOISTURE VAPOR RETARDERS-SECTION R318 CREOSOTED. <1 4 D G^ N 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION 8319 CONNECTION p °° 4 16d PER 2x8 STUD PROTECTION AGAINST TERMITES-SECTION R320 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH SITE ADDRESS-SECTION 8321 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CO E. WALL TO FOUNDATION ° w BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ELEVAACCESTORS IBI S AND R322 CONNECTIONS ENDJOIST OR BLOCKING(FACE-NAILED) 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS 8323 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLI VENTILATED FLOOD RESISTANT CONSTRUCTION-SECTION 8324 AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED 1611.USE FOUNDATIONS-CHAPTER 4 " LED STRAP- .FOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER.JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND.. 16"O.C.USE 4-8d NAILS AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL AT EACH STUD,WRAP BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF UNDER SILL PLATE THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAP IS 12" BLOCKING TO JOIST FOUNDATION WALL DESIGN.(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. • • NOTE: FOUNDATION NOTES: 00 STRAPS MAY BE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE 8"POURED CONCRETE FOUNDATION WALL.8'0"HIGH,3000#TEST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. • • ' PLACED EITHER Q LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 0 0 0 UNDER OR OVER MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING 0 f I o. .[GIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER.[GIST 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. ' SHEATHINGtp 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER • • , 10 w DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE SECTION 8406 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF TIIE NEW YORK • 00 O BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST • • 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE • • • z BAND.JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE GLAZED AND ALL EXTERIOR DOORS TO HAVE INS[JLATED CORES. • • • 0 � ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL ' • • • • ® �i ROOF SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING 15,THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' • • 4714 m STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER CODE'S MINIMUM STANDARDS. • • • ' PROVIDE 31/2'!STEEL LALLY COLUMNS • DIAGONAL BOARD SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE,AND ' • ' ' STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER TETE PROJECT FOR • ' • ' • ' 1"x6"OR 1"x8" 2-8d PER SUPPORT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. • • • • • • a 1"x10"OR WIDER 3-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD 00 • • • FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE • ' CEILING SHEATHING 00 DRAFTSTOPPING-SECTION R-502.12 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, •• ' • 6 FIREBLOCKING-SECTION R502.13 CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD • • • 1` [ • tYi FLOOR CONSTRUCTION: 00 WALL SHEATHING • ' _ 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFN [JPLIFT-CONTINUO[1S PATH CONNECTORS I 00 ' • • p FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED USE SIMPSON STRONG-TIE CONNECTORS ' STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET � FASTEN PER TABLE 3.1 WFCM • ' FOLLOW PRODUCT SELECTION GUIDE AND X FIREBOARD PANELS 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 Simpson Strong'I ie FINISH FLOORS PER AGREEMENT CONSTRUCTION CATALOG C-HW02 00 CS16 11/4"COILED STRAP- t, � E LL LL 7/16" 6d 3"EDGE/6"FIELD 16"O.C.USE 4-Sd NAILS WALL CONSTRUCTION-WFCM PRESCRIPTIVF,METHOD ANCHOR BOLTS IN FOUNDATION[JSE: i AT EACH ST[Jll O 25/32" 8d 3"EDGE/6"FIELD WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED SSTB28 WITH BEARING PLATE,SEE FOUNDATION MIN OVERLAP IS 27" IN ACCORDANCE WITH TABLE 3.1 WFCM NOTES FOR SPACING GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD 1X6 AZEK FASCIAL�- r r 111 lU ^ � 1 HARDBOARD 8d SEE TABLE 3.11 THIS SHEET OVERHANGS AS NOTED SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS _ � i t- AZEK VENTED SOFFITS LTP4 16"O.C.AT EXTERIOR PERIMETER IK PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET ALAND LEADERS AND GARAGE/HOtTSE COMMON WALL RIM JOIST TO STUD CONNECTION +- m '� Lu SIDING:SEE ELEVATIONS USE 4 8d NAILS AT EACH END O DIAGONAL BOARD SHEATHING HARDIE HOUSEWRAP }- t/i'CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: X 0 LQ 1"x6"OR 1"x8" 2-8d PER SUPPORT 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE SSP CONNECTOR AT 16"Q.C. 13 D 1/2"GYPSUM WALL BOARD USE 4 8d NAILS AT EACH END LL z L 1"x10"OR WIDER 3-8d PER SUPPORT 5/8"TYPE X GWB IN GARAGE Simpson Strong-Tie RIM JOIST TO STUD CONNECTION USE: CS16 11/4"COILED 1/2"SPACING -\ BLOCKING ATLu 1/2"MR GWB IN WET AREAS O CIS FLOOR SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE STRAP WIN MIN 12" ALLOWS 24"O.C.ALLOWS NITS 12,16"O.C. O �y STRUCTURAL PANELS EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN INSTALLATION w , LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) STUD INSTALLATION 1"OR LESS 8d 6"EDGE/12"FIELD FOR NON-BEARING WALLS. FLOOR TO FLOOR CONNECTION USE: SIDEWALL l� FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 MSTA 36, 16"O.C. LL GREATER THAN t" 10d 6"EDGE/6"FIELD USE 4 8d NAILS AT EACH END U_ ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD FOR CANTILEVER CONDITION USE NITS 12, 16"O.C. 7 tu DIAGONAL BOARD SHEATHINGASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) USE 4 8d NAILS AT EACH END ENDWALL O � FASTENERS PER SHINGLE(SECTION R905.6) ' 1"x6"OR 1"x8" 2-8d PER SUPPORT UNDERLAYMENT APPLICATION(SECTION 8905.2.7) FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL I.7 TWELVE 1� RAFTER TO STUD CONNECTION USE: (HDU5) WN ° ( 2) MTS 12,EACH ROOF RAFTER (HDUS) 0 ° CORNER STUD ° EN IN R: 1"x10"OR WIDER 3-8d PER SUPPORT UNITS HORIZONTAL(17-PERCENT SLOPE), USE 8 16d NAILS AT EACH END CONNECTED TO UP TO FOUR(4)UNITS VERTICALAN TWELVE(12)UNITS 0 TRANSFER SHEAR O NE 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. HORIZONTAL(33-PERCENT SLOPE).UNDERLAYMENT RAFTER TO RIDGE TO RAFTER CONNECTION USE: IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, SHALL BE TWO(2)LAYERS APPLIED N THE FOLLOWING MANNER. 2-16d COMMON �( T. CS_0[JSE 8-8d NAILS IN EACH END NAILS AT 10"O.C. �P NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL AT EACH ROOF RAFTER ° 0 HOLDDOWN CO !0 SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY (HDU5) ° TO HOLD IN PLACE. DECK POST TO CONCRETE CONNECTION USE: p r w 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF STARTING AT THE EAVE,APPLY•36-INCH-WIDE(914 MM)SHEETS OF PBS44A FOR EACH POST-USE 14-16d NAILS 2-16d COMMONID CORNER STUD f LLI NAILS SHALL BE PERMITTED TO 13E REDUCED TO 1-16dNAIL PER FOOT. UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), CONNECTED TO 01 Z FLOOR TO FLOOR CONNECTIONS- NAILS AT 6"O.C. ° TRANSFER SHEAR �` 03493 ��C9 AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DECK POST TO GIRDER CONNECTION USE: O - FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(]2)UNITS PC44 FOR EACH POST CANTILEVER CONDITION ,O A P� ICE PROTECTION(SECTION R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: RSI SS\�N UNDERLAYMENT IN HIGH WIND,(SECTION R 905.2.7.21) MTS12 @ EACH JOIST JEFFREY BUTLER, P.E. TA13LE 3.11 (WFCM HIGH WIND EDITION) FLASHING(SECTION R 905 2.8) (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) CHIMNEY'S AND FIRESPACES-CHAPTER 10 PORCH POST TO DECK USE: WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT 2-AC4 -USE 14- 16d NAILS A co MECHANICAL-CHAPTER 12 1314"MINIMUM Bp O ' GENERAL MECHANICAL SYSTEMS-CHAPTER 13 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING HEATING AND COOLING EQUIPMENT-CHAPTER 14 USE 14- 16d NAILS O W SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS EXHA[IST SYSTEMS-CHAPTER 1-5 HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, N > cq D[JCT SYSTEMS-CHAPTER 16 U- a `9 (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES.O.C.) PORCH ROOF RAFTER TO GIRDER USE: AND WINDOW AND DOOR OPENINGS O l!) a O COMBUSTION AIR-CHAPTER 17 MTS 12 AT EACH ROOF RAFTER E 6 CHIMNEYS AND VENTS-CHAPTER 18 \Q r, 4'EDGE ZONE 16 PLUMBING-PARTVII (FLOOR TO FLOOR&FLOOR TO ' O FOUNDATION;WFCM FIGURE 3.8a& 3.8b) z z F 12(SEE NOTE 2) V W E Q E 6 Simpson Stro g-Tie z INTERIOR ZONE 16 [1210 2X6 W -A �' d 4" Q i3 z 4 F 12 AT EACH R FI'ER m 4-10d x l 1/2' L Q Q � E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3,10(WFCM HIGH WIND EDITION) Simpson Strong-Tie RIDGE TENSION STRAP W cl Q F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) le 4 AC4 CS20 USE 8-8d NAILS � �+ ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST ATTACH LEDGER TO FRAMING EACH ROOF RAFTER O m IN EACH END AT U 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) Q REQUIREMENTS SHALL BE USED. MEMBER TH 2-1/2"X 5"LAG W cIl z STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER (P U SHEATHING LOCATION STUD SPACING SEE PLAN C>7 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS I � � J Q) MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) BE REDUCED TO 6 INCHES O.C. E 6 a ❑- U � 4'PERIMETER EDGE ZONE 16 d� N 10 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 LL Simpson Strong-Tie O 6 FOR COMMON NAILS. INTERIOR ZONE 16 E 6 U1210 2X6 RAFTER W > z s' F 12(SEE NOTE 2) AT EACH CEILING JOIST � I'1 E 4 4-10d x 1 1/2' • GABLE ENDWALL RAKE AND RAKE TRUSS • 1 O Q TABLE 3.2B (WFCM HIGH WIND EDITION-2015) F 4 a SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d , F=NAIL SPACING AT INTERMEDIATE S UPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d a AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. y LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS Simpson Strong-Tie 2"MINIMUM :�• . WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. bti U210 2X6 SIDECOVERPAGE ••,e. RIDGE AT EACH D CK/PORCH JOIST Simpson Strong-Tie LATERAL AND SHEAR LOADS 1-3 STORY 31 48 Simpson Strong-Tie PBS44 WITH G TABULATED3. 9OR FRAMING M MBERS WITH 0.46 INCH O.C.NAIL SPACING 2,EG Q.49 TH NAILS SHEATHING TSPACINGS ACHED SHALL BE REDUCED O 4 INCHES O.C.ER/TRUSS FRAMING MEMBERS 4-lOd x 1 1/2' SSTB28 WITH BPt AT EACH POST FOOTING NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BLARING PLATE BY SIMPSON,SEE DETAG>0.49WITHL TENSION-S TRAP r Q o T v 4.TABULATED 4INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RA BE REDUCED INCHES PORCHlDECK DETAIL FRAMING MEMBERS WITH G>o. .FOR FRAMING MEMBERS WITH 0.42<G<o.49.THE NASPACINGS SHALL BE REDUCED To 3 CHES o.c. LEDGER CONNECTI NS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i When sheathing thickness exceeds 7/8", Plate nail-16d Load bearing or shear wall above JOIST DETAILS (0.135"x 3-1/2")at Floor panel nail-8d(0.131"x 2-1/2") IRC 502-7 requires lateral g trim sheathing tongue at rim board at 6"on-center restraint(blocking)at all (mus stack over wall below) 2x_stud wall 12"on-center ( 9) Load bearing or shear wall Flate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall Plate nail required each at 16"on-center* at 16"on center side at A2W0 Web Stiffeners required each Seismic Design Floor panel nail-8d(0.131"x 2-1/2") side at A3.4W Categories D0,D1,and Blockingpanel Web stiffeners required below when present) D2 to strengthen the floor ii p each side at B3W Blocking panel at 6"on center* Attach panel R diaphragm. 2x4 minimum Blocking panel per code or 1114"TimberStrand0 LSL rim board." squash blocks Web Stiffeners required specification each side atA3._W Rim to-joist 1-1/4"TimberStrand at 6"on-center x 3") B1 B1W 12" nail 1-1/8"rim board. Toe nail When sheathing thickness min. For rim board thicker than 1-3/4" tie Web stiffeners required on Toe nail Toe nail-10d(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJI®Joist to rim board with one 10d(0.128"x3") Web stiffeners -` each side of both joist ends at 6"on-center* tongue at rim board nail.Top nail from TJI®joist into rim board. required each side at B4W TJI prim joist -Connect corner with four 10d(0.128"x3")nails.Toe nail from at B1 W and B2W Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End of joists at centerline side at Al W Top nail from TJI joist into rim board. B2 B2W required with shear walls 63 B3W required with shear walls above of support Al Al A2 A2W joist bearing at ends. ® O O or below See detail B1 B4 B4W O� O O -Connect corner with four 10d(0.128"x3")nails.Toe nail from above or below-see detail ( ) Attach rim joist per A3 detail. O side of parallel closure into rim board O A3.4 ® B1 A3 A3.1 A3.2 A3,3 A3.4 W A3W A13..1 eA3.2 @A3.3 11/4"TimberStrand c LSL or!Level v 1 Y'rim Blocking Nail through 2x-cantilever,wood backer 6'-0"length of TJI®joist 8"diameter maximum hole for board.Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-114"TimberStrand®LSL or!Level®1-1/8"rim boardat top and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" block.Use 4'-0"length panels;6"diameter maximum Nail with 10d (0.131"x 3")nails, with connections a uivalent to floor panel on-center,clinched.Use 8"diameter maximum hole for with 9-1/2"and 11-7/8" for blocking panels 9-1/2"deep one each at to and bottom flange. schedule. 16d(0.135"x 3-1/2")nails with Web stiffeners 11-7/8"-16"dee blocking 4'-0"length of 8"diameter maximum hole for R or shorter than 12"Ion p g Attach reinforcement to 3-1/2"TJI®joist p g 3/4"reinforcement on 11-7/8"-16"deep blocking TJIOjoists. g joist with one 8d(0.131"x 2 li" nail at each corner flange widths Load from above required both panels;6"diameter maximum for Do not cut flanges. 2 ) 9 9 Attach reinforcement to joist sides at E1 W blocking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum 1 sides at E3 for blocking panels 9-1/2"deep with one 8d(0.131"x 2-1/2") Horizontal blocking panels shorter than 12"long. 1-114"TimberStrand®LSL or nail at each c mer between each joist.Nail to to Do not cut flanges. or shorter than fl long. 1 p � Do not cut flanges. !Level®11/8"rim board.Nail with E5 plate with connections di hs , 10d(0.131"x 3")nails,one each -� 1-1/4"TimberStrand®R LSL at top and bottom flange. 12"length o 314" equivalent to floor panel z or iLevel®11/8"rim board. schedule. reinforcement or�one Nail with 10d (0.131"x 3") Attach reinforcement to joist side at E5,both ides 12"length of 3/4" Wood u et nails, one each at top and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer �a e� 0t, bottom flange. (0.148"x 3")nails at 6"on- blocking between E7 one side at E7, both ti\�2e t oaf\oaa5 center,clinched. Use 2 rows each joist sides at E8 \1e O 2x4 minimum Attach reinforcement to with 9 1/2"and 11-7/8" 1 a �r O c �e l squash blocks joist flange with 8d a'�� TJI®joists. Less than 5" Less than 5" J�\ F1 Pg p" (0.131"x 2-1/2")nails at 1-1 A"TimberStrand®LSL or \�utt` 6"on-center.When E4 E6 E8 CS iLevel®1-1/8"rim board.Nail with Face grain �a� heinforcing both sides, O 10d(0.131"x 3")nails,one each at O O horizontal stagger nails. E1 E1 W top and bottom flange, E2 E3 L � Gap": Option#1: 1"(1-1/2" r 14"minimum TJI®Joist blocking with end for TJl® 214"maximum w Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, two 8d(0.113"x 2-1/2")nails or s47 joist) Filler block: Attach with ten 10d(0.128"x 3")nails,clinched. Flashing 2-1/2"screws,typical L Web stiffener each side. *With point load from above ,i install web Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" See sizes below. stiffener tight to top flange(gap at bottom iQ TJI5 joist flange widths. Use fifteen nails with TJI®'oist de the Flush bearing plate required. a� Tight fit* flange)when there is no support below. Q j 9 1 P Treated sQ greater than 16". Maximum 1/4"overhang 2x-ledger �o`s� w Backer block: Install tight permitted at beams to top mount(tight toR 1-114"TiinberStrand0 LSL or bottom flange with face See fastener iLevel®1-1/8"rim board. mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" with ten 10d(0.128"x 3") r , 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16" 8d Top nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 1�") mount possible. screws per joist,typical s31 &s33 All 1"x 2-5/16" 3 3 hanger 16d Backer block moulnt both sides of web with l�iprectly pp (0.135"x 3 V1lied ceiling 560&s47 All 2x4 han13er single TJI®joist 400/630 N.A./N.A. 4751750 400/575 (1) 18 4 4 Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board 20" 5"x 5 11 5 H1 hanger do not laterally support at H2 H3 LA and deck ledger P61 O 560D 24„ 2x4 (0.135"x 3 th") 6 13 e O -Allowable load determined in accordance with AC 124. least � of TJI®joist top flange O O � O 8 -Corrosion-resistant fasteners required for wet-service applications. (1 x BEAM and COLUMN DETAILS W U_ (L w m o 4" 3" 6" 4" 3" 3" 2x6 2x8 2x6+3/8" 2x6+318" 2x6+1/2" 2x8+1/2" 2x12+1/2" Two Two Two sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 _ I- 1-1/4"TimberStrand®LSL or Strap per code if top 4" 4" 6" 4" 4" 4' 4" 9 9 9 g g r !Level®1-1/8"rim board or plate is not continuous 6" 6" 16" 6" 6" 8" 6" 2x6 2x10 2x6+3/8" 2x10+318" 2x6+1!2" 2x10+1/2" Not 4'-0" 6'-0" sheathing sheathing sheathing sheathing I blocking for lateral support over header g g g g applicable Not applicable N t- (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing aru maintain 3/8"j ist long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long n' and panel edge distance.For other applications,multiple rows of fasteners are permitted If the rows are offset at least 1/2"and staggered. m ll Cq UJ (2)Can he reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 I 2x12 \Q }- . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples maybe substituted for 8d(0.1137x X 0 Top Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; above. TJI®joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for mount •� backer blocks and 24"minimum for filler blocks). Level u hon • evel recommends using a non-polyurethane subfloor adhesive on all contact points Z 7- hanger Protect untreated Lt- g Face mount between panels and floor framing. Maximum spacing of nails is 116"on-center LU hanger wood from direct for TJI 0joists. contact with Joists must be lateral) supported Column Nailing rows must be offset at least 1/2"and staggered. y pp rted at concrete cantilever and end bearings by blocking L1 L2 L3 L4 • panels, hangers,or direct attachment to a rim board or rim joist. j_ Safety bracing(1x4 minimum)at 8'on-center(6'on- 3 E1 center for TJI 0 110 Joists)and o Minimum of 3 rows 10d 0.128"x 3" nails at 12"o.c. extended to a braced end wall. ( ) , Fasten at each joist with o Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two 8d (0.113"x 21/2")nails ENGINEE for 14"'and deeper beamsQ mlrnmum o If using 12d-16d(0.148"-0.162"diameter) (see WARNING). P,�� T YO rnails,the educed byuoneer of nailing rows may be Al &12 � 'A7- Rim board * t * E2 joint between joists DO NOT overhang seat cuts r w C7 Lu o Minimum of 2 rows 112"bolts at on beams beyond the insideA3 24"o.c.staggered face of support member. (1)Load must be applied evenly across entire ' Q g Yr i c beam width.Otherwise, use connections for P� side-loaded beams. �OPESSO .0 tional ,"''. P ' CS L5 P1 P2 P3 non-shrink TJI®rim joist ••I•• JEFFREY T. BUTLER, P.E. O L6 O O O grout O L3 O � A2 11/4 TimberStrand®LSL or iLevel®11/8"rim board. J �, O a m B1 L1 o w H1 1-1/4"TimberStrand®LSL or B2 O 1 O a 00 iLevel®1-1/8"rim board. One 10d(0.128"x 3") W 1Q 0 nail into each flangeO LS Bg U U.1 O Q One 8d(0.113"x 2-1/2") z }� } z nail each side.Drive nails at an angle at least O W z 6�i z 1-1/2"from end. B4 0 LU lU inimum bear' at end O Q Q 1-3/4"m Ing n subfloor adhesive will Improve floor support;3-1/2"minimum at performance,but may not be required. rrO intermediate support End of joists ()� U 0 cn Squash blocks and blocking panels carry at centerline 0 }- Z w stacked vertical loads(details B1 and 132). of support Braced end wall- W Packing out the web of a TJI ®joist(with web see note 3 under CO U E stiffeners)is not a substitute for squash blocks WARNING O U) o 1-1/4"TimberStrand ®LSL 3-1/2"wide TJI ®rim O o O U u_ or blocking panels. H1 �; 0 or iLevel®1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing . O N - or 13/4"wide TJI ®rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width o N u_ _ One 10d (0.128"x 3")nail nails,one each side • into each flange of TJI®joist flange of the.wall for plumbing or HVAC. o o 2-1116"-2-5/16"wide TJI® o 3-1/2"wide TJI® Additional joist at plumbing drop(see detail). L4 z w rim joist, One 16d(0.135"x O ;' •,. ; ' , 3-1/2")nail into each flange rim joist ti :• p O Q 1 at4"minirlum bearing O LA U N '. .'; Structural 0 sheathing DO NOT use sawn o lumber for rim o board or blocking, 1-1/4"TimberStrand®LSL or o d as It may shrink iLevel®1 118"rile board. Shifted Additional Protect untreated o after installation. PAGE :joist Plumbing drop joist Use onlwood from direct See y 1-1/2"knockouts at p engineered contact with H3 ALLOWABLE See framing Ian concrete approximately 12" HOLES lumber, Drive nails at an g p (If applicable)) on center O One 10d(0.128"x 3")nail angle to minimize or iLevel® mer's FraPacket I each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face 1 from endI of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. I