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guFFO[�� coGy Town of Southold 7/16/2021 P.O.Box 1179 oA 53095 Main Rd y,, app � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41901 Date: 3/27/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1815 Country Club Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-3-2.34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2020 pursuant to which Building Permit No. 44629 dated 1/27/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family five bedroom dwelling with unfinished basement, front covered entry,rear covered patio and attached garage as applied for. The certificate is issued to Palatine Properties LLC i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0068 3/9/2021 ELECTRICAL CERTIFICATE NO. 44629 12/18/2020 PLUMBERS CERTIFICATION DATED 1/15/2021 Wilpm m Schwa - _R.4 orize ignature AJCQuinn Ltk1toq ®CUSTOM HOME BUILDER July 15, 2021 Mr. John Jarski _� JUL 1 5 2021 Building Inspector Town of Southold, NY RE: 1815 Country Club Drive Cutchogue, NY 11935 - Dear Mr. Jarski: As per our recent conversation I am providing a revised floor plan stamped and approved by the architect to correct the Certificate of Occupancy from 4 bedrooms to 5 bedrooms. On the plan originally submitted to the Town the fifth bedroom was incorrectly labeled as"Library".The revised drawing corrects this error by properly labeling the library as a fifth bedroom. The SCDOH septic system approved and installed is for a 5-6 bedroom house. Please revise the C of O to indicate a five bedroom house. Should you require anything further please do not hesitate to contact me. WC. 27 Service Rd.A• Calverton, NY 11933 • [p]631-404-2281 •john@jcquinn.net www.icquinn.net 11 JCQuinn letterhead a=mp TOWN OF SOUTHOLD gt1t I./f(co• BUILDING DEPARTMENT C TOWN CLERK'S OFFICE f 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#: 44629 Date: 1/27/2020 Permission is hereby granted to: Palatine Properties LLC 27 Service Road A Calverton, NY 11933 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1815 Country Club Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-3-2.34 Pursuant to application dated 1/16/2020 and approved by the Building Inspector. To expire on 7/28/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,714.00 CO -NEW DWELLING $50.00 Total: $2,764.00 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: V/ Old or Pre-existing Building: (check one) Location of Property: I K 1 S Go u,tib Gttt b Dr-, C Lr1-C ARrju2 my. House No. Street Hamlet Owner or Owners of Property: Pa)C�� ne— PrV +7-�s LL-L_ Suffolk County Tax Map No 1000, Section /09 Block 03 Lot 2-3q Subdivision Gou.v%+►w 6,6b L`s +- -z Filed Map. 6-73(, Lot: /3. Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ��D pplicant Signature of sovj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCa)_town.southold.n us Southold,NY 11971-0959 Y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Palatine Properties LLC Address: 1815 Country Club Dr city Cutchogue st: NY zip: 11935 Building Permit#. 44629 section: 109 Block: 3 Lot: 2.34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double-Pole Electric License No: 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceding Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 10 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 6 Combo Smoke/CO 6 Transformer UC Lights 2' Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 63 4'LED Exit Fixtures Pump Other Equipment: Mini Fridge (1), DW, Micro, Hood, Fridge Notes: Inspector Signature: Date: December 18, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex r Telephone(631)765-1802 54315 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 1 0 2021 ,,CERTIFICATIO-N Date: dix vy V's i 2_0 z Building Permit No. qq(,e I-q, Owner: Palochne_ pwpir- (Please -Plumber: -lu (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% -lead. (Pfutubers Signature)- Sworn to before me this day o 20 zo Public, ounty JENNAKOCKENMEISTER W01arY Public,State of New Yo* Reg.No.01KO6402096 Qualified In Suffolk County COMMI80sulon"Expires December 23,2= 0F SOUT�olo * TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] UNDATION 2ND [ ] INSUL'ATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS: DATE INSPECTOR OF SO//T�°lo * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECT *N [ ] FOUNDATION 1ST [ ] OU PLEIG. [ ]- FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTORY vxf,,, 1 OFSOGIyO 4 1 6 Z-1 TOWN OF SOUTHOLD BUILDING DEPT. V °`y�ourm 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: DATE S 2-C) INSPECTOR J ` L�� OF SOUT�olo * TOWN OF SOUTHOLD BUILDING DEPT. `COO 765.1802 INSPECTION; [ ] "FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETTINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6L- I vl WVA Vf �wv DQ �W� COA Avt6 `A1 DATE INSPECTOR qj9a 40kj 'F OF SOGTyO� f TOWN OF SOUTHOLD BUILDING DEPT. loom, 765-1802 INSPECTION [' ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIIOWCAULKING - [ ] FRAMING /STRAPPING [ FINAL 116 [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ,FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Or wo PrA. w6&we,- All �. 3)- q"MAA v1 c/ vvh k ic� DATE INSPECTOR OF SOUTyo! �l 14 (o Z-9 161"� CoL , C j PJ # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 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 INSPECTOR 1 Robert James Higgins Architect' 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 May 6,.,2020 Town of Southold Building Dept. Southold,NY RE; J.C. Quinn Inc. 1815 Country Club Rd Cutchogue,NY Permit No. 44629 Attn: Building Inspector,.Town of Southold,NY On May 4, 2020, Robert Higgins architect made a site visit to the above location to inspect the installation of the cast-in-place foundation walls & footings and,to the best of my knowledge, belief and professional judgment, the foundation conforms to the latest IRC Building Code and applicable Town of Southold building codes and regulations. Respectfully-� " F-®ARO, a 019®9® Sub N1 Robert Higgins Architect , Robert James Higgins Architect 50 Hidden,Acres Path Wodind Fiver, IVY 11792' July 23, 2020 Town of Southold Building Dept. -Southold, NY RE; J.C. Quinn Inc. 1815 Country Club Rd Cutchogue, NY-- Permit Permit No. 44629 Attn: Building Inspector, Town of Southold, NY J On July 22, 2020, Robert"Higgins architect made a site visit to the above location and to the best of my knowledge, belief and professional judgment, the plumbing :system has been-installed according to the�NY'� Rei§idential Building',Code of 2020. Res pe •lly EDA N� Sub 019010 OQ� F ry Robert, ggins Architect n® e Energy Rating Certificate Property HERS Country Club Dr Rating Type: Confirmed Certified Energy Rater: Robert B Delfino John C Quinn Inc Rating Date: 2020-12-03 Rating Number: 4021 1815 Country Club Dr Registry ID: 726081422 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 78.6 $1697 42% General Information Cooling 2.0 $132 3% Conditioned Area 4894 sq. ft. House Type Single-family detached Hot Water 14.5 $285 7% Conditioned Volume 44216 cubic ft. Foundation Conditioned basement Lights/Appliances 32.1 $1866 47% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 0% Mechanical Systems Features Total 127.2 $3996 100% Water Heating: Conventional, Natural gas, 0.85 EF, 50.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 85.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 133 cfm, 23.2 watts. 2015 IECC HERS ERI - , - -- Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 - I Building Shell Features MAR 1 0 2021 Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-30.0 Exposed Floor Vaulted Ceiling NA Window Type U-Value: 310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration a Htg: 1764 g: 176,4 CFM50 Foundation Walls R-13.0 M od Blower do Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven el ural gas Bohemia N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 3.93 631-244-2629 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: x��w REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. i Energy Testing Services , 2020 Combustion Safety Testing Form MAR 2021 Certified Home Address: 1815 Country Club Dr City: Cutchogue Builder Name: John C Quinn Inc Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-12-03 Outdoors Temp During Test: 60 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: -N/A—pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: oatifig,Sysietf2 Primary: Yes❑✓ No❑ Type: Furnace❑Boiler R1 L Heat Pump Q Other❑ f z Venting Type 3' t' Dra • Sin Zlaee Spillage CO CO E tcien Fttel Type Circle T e asca1 (Worst Case), (Natural (Worst Case atural Ratio :85 NM PE]ODEf] NQ✓N0MDSfj -5 Pa. Pass❑✓ FailEl PassRIFai10 6 PPM 6 PPM " " Yes ❑✓ die: Stanrect�✓dard Tank[2indiTankless ❑ Size: 50 Style Common Vent❑ Water Heater - Primary: 4 ❑ No ❑ Instantaneous❑Commercialn(SeeNote 5below) (Gallons) Stand Alone s 2 Venting Type 3 Drat S iSn Clape SnilZaQe,(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) _ (Worse-Cdse) _ (Worse Case) (Natural) EF: 78 NOP00❑E.❑ N❑✓ MASE] N/A Pa. Pass❑✓ Fail❑ Pass❑✓FailEl N/APPM N/A PPM Oven, t Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No. Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Healer 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 ater Heater Type i Co ercof"InN the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: RO e B Delf' o Rater Number: 2652967 Rater Signature: Date: 2020-12-03 n®me Energy Rating Certificate Property HERS Country Club Dr Rating Type: Confirmed Certified Energy Rater: Robert B Delfino John C Quinn Inc Rating Date: 2020-12-03 Rating Number: 4021 1815 Country Club Dr Registry ID: 726081422 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 78.6 $1697 42% General information Cooling 2.0 $132 3% Conditioned Area 4894 sq. ft. House Type Single-family detached Hot Water 14.5 $285 7% Conditioned Volume 44216 cubic ft. Foundation Conditioned basement Lights/Appliances 32.1 $1866 47% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 0% Mechanical Systems Features Total 127.2 $3996 100% Water Heating: Conventional, Natural gas, 0.85 EF, 50.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 85.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 133 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-30.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1764 Clg: 1764 CFM50 Foundation Walls R-13.0 Method Blower door Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y. 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 3.93 631-244-2629 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:gco REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 1815 Country Club Dr City: Cutchogue Builder Name: John C Quinn Inc Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-12-03 Outdoors Temp During Test: 60 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: Iffeating System Primary: Yes❑✓ No❑ Type: Furnace❑Boiler❑✓ Heat Pump Q Other❑ za Venting Type 3 DraftS iy llage Sin llaee CO CO Efficiency Fuel Tvne Circle Type) ascal (Worst Case (Natural) (Worst Case (Natural) Rating:85 N❑✓ P❑O❑E❑ N❑✓N❑M(]S❑ -5 Pa. Pass❑✓ Fail❑ PassRIFail❑ 6 PPM 6 PPM Yes ❑✓ Tvpe: Standard Tankalndirect ✓ Tankless ❑ Size: 50 Style Common Vent❑ Water Neater Primary: No n Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone s z Ventine Type 3 Drat S ilia a Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 78 NO P❑O aE.❑ N❑✓ M❑S❑ N/A Pa. Pass❑✓ Fail❑ I Pass❑✓_Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes W1 No El- Oven Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 ater Heater a is tme 'al"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: RO B 4ino Rater Number: 2652967 Rater Signature: Date: 2020-12-03 Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 653.1-20&=33 1 December 28, 2020 'Town of Southold Building Dept. -Southold, NY RE; J.C. Quinn Inc. 1815 Country Club Rd Cutchogue, ISI' Permit No. 44629 Attn: Building Inspector, Town of Southold, NY In accordance with R311.3.2 "floor elevations at other exterior doors" a top landing is not required-where a stairway of not more than-two risers is located on the exterior side of`the,door,provided that the idoor does,not swing over,the stairway and the door is ether than,the required egress door (front door). It is to the best of my knowledge, belief and professional judgment the rear patio sliding doors has a maximum of two risers conforming to R311.3.2 therefore a landing is not necessary. Re �c F®F NE�� Robert- - ins Archite-fA 1815 Country Club Drive, Cutchogue NY Figure 1 Basement stair rail 44 Figure 2 Basement stair rail 2 y7 Figure 3 Basement stair rail 2 AXlQuinnME � CUSTODER May 6, 2020 Mr. Michael J. Verity MAY - 6 2020 Chief Building Inspector Town of Southold 54375 Main Road P.O. Box 1179 Southold, NY 11971-1179 RE: 1815 Country Club Drive Cutchogue, NY 11935 Permit No. 44629 Dear Mr. Verity: I hope all is well during this difficult time. Please be advised that I have completed the foundation and as discussed, in lieu of a Town inspection, I have had my architect inspect the foundation and damp proofing. Enclosed are two letters from the architect(one for foundation and one for damp proofing) along with a foundation survey. Kindly advise via email (lohna-wcguinn.net)or mail if I can proceed with back filling the foundation. Thank you for your cooperation and assistance during this trying time. Sincerely, J.C.QUINN, INC. John C. Quinn President Enclosures: 3 27 Service Rd.A• Calverton, NY 11933 • [p]631-404-2281•john@jcquinn.net • www.icguinn.net 11 JCQuinn letterhead FIELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (1ST) y I ' C FOUNDATION (2ND) � O � z o H � f ROUGH FRAMING& PLUMBING y 0 NJ ` Cu ,rte,. ro &Aa, INSULATION PER N.Y. ,•,� STATE ENERGY CODE ih AAjvV FINAL ADDITIONAL COMMENTS " - '7 . (� kfiadellS 6 S� g �l a� - I rdio o H O z ® � . aQ � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you34ets or need the following,before applying? TOWN HALL ` and of Health SOUTHOLD, NY 11971 --y of Building Plans TEL: (631) 765-1802 -Piaiming Board approval FAX: (631) 765-9502 - Survey Southoldtownny.gov PERMIT NO. Check "Septic Form -'N-Y-S.D.E.C. es C.O Application ermit Examined _,20-40 4rx9641-Separate Tt ss Identification Form to -Water Assessment Form Contact: Approved 2,L fVOIn_WVie; J 044 N C. (9 u tW f Disapproved a/c 1 o Phone. lP 3 f-�}( - 2'Zg t. Expiration 20 ica ?Ou 1 l } � n i ' y - Building Inspector i t_, 1 APPLICATION FOR BUILDING PERMIT JAN 2020 Date icx n 16 520 20. INSTRUCTIONS "a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or - areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. f1 i�G,10141 i e, Piro)�!rheS, U-C- (Signature of applicant or name,if a corporation) 2-7 Se r v ice. Pd A, Caa[ve-r-r. ml 431 (Matting address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (7 Wham' Name of owner of premises_ PaAa-�ne., Prrn 11RT4,,9,&i LlC,, (As on the tax roll or latest deed) -if appl' nt is a, orp tion, signature of duly authorized officer �✓�!/,7 /n /1'tG'^A"- J 044 t C. 6>a.wi. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, 1. Locatiop"o f land on which.proposed work will be done: l 8 LS, .Coin-lw, Glxala, ,]Drive_ (f:�haque House Number Street NJ Hamlet County Tax Map No. 1000 Section 10? Block 03 Lot 2,3.1 Subdivision C ogn3DY j GIyb S-I-ekes Filed Map No. (P 73/v Lot /3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S,ex -�u,,1db� r�srrlen�. 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 11Z 00, 00D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front (p5 Rear (o SDepth 9 Height Number of Stories '2- 9. 9. Size of lot: Front /g�o Rear Z 3q Depth Z/2 10. Date of Purchase q. 2gR Name of Former Owner J Q rrc. i2gQv,- . X11. Zone or use district in which premises are situated - �o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES✓ NO 27 Service Qd A 14. Names of Owner of premises k0a4lr2 AyPe ea Address Ce,I Vem Ks r-ll Phone No. &3/-4L 2 2-el Name of Architect RobeA l k5n ins Address Lvad AN P-L vey- Phone No 631- ZD8-�35i Name of Contractor J C. Gk v~r� t rv-. Address Ga 1 vai:im 141 Phone No. 63/-9 98'-- 9295 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-I--- * /* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 9LtPFDLr. Joh" C L(a'L'r-W% being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe y1^anaI,n, yyio_„�- o-E (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and th tt thh wor e performed in the manner set forth in the application filed therewith. C&,AfE D. l Notary Public,State of New York No.01 BU6186050 Syv rn to before me this Qualified In Suffolk County day of 20 Co mission Expires April 14,2V b TV-P - Notary Public Signature of App scant Scott A. Russell ° � STORAMI WAT]EIK SUPERVISOR I��1[A\lam A\G]EI��1[]EN`]C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '+� Town of So u th o ld CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading,or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[2(C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑aD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑aE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 4 ❑M F:-'-Instal"lation of new or resurfaced impervious surfaces of 1,000 square - feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax,Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date L �/� L District NAME. �0.'{1PAe, PrD +--& LLlr—. 6_3 2.3`7 l l(0 2010, (P-0 Section Block Lot r , 17OR BUILDING DEPARTMENT USF o SLY Contact Information JO hn n�1 (AA &dt-qQq 712-B1 .relrplone Numlxrl Reviewed By: Date. Property Address/ Location of Construction Work: — — — — — — — —, — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan ib Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 �o�ogUFF®`K�® a � BUILDING DEPARTMENT-Electrical Inspector C= TOWN TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # -7 Date ( 2020 Customer Name , L./� Electrician Name v aL� �G �c Address vvn,Ta _ Gv u� Phone / (� �y2� e-mail e-mail Phone License# Size__2:0(�) A Phase t Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali days trom the ate above. Authorized by Town of outhold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 JUL 6 2020 roger.rich ert(&town.south old.ny.us Southold NY 11971-0959 ARTMENT LL TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JUNE 30® 2020 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE INFORMATION NAME: PALATINE PROPERTIES LLC ADDRESS: 1815 COUNTRY CLUB DRIVE CROSS STREET: CUTCHOGUE MY 11933 PHONE NUMBER: PERMIT NUMBER: 44629 TAX,MAP # District: Section: -'1'001 Block: Lot: � BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION 200 AMP SERVICE Is job ready for inspection: NO - I WILL CALL FOR INSPECTION Do you need a Temp Certificate: YES - PLEASE SEND TEMP TEMP INFORMATION (if needed) Service Size 200 AMP -- UNDERGROUND New Service YES Additional Information a50 P 11-G-010 b DOU15LE-FOLEELECTKIC P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 DECEMBER 15, 2020 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # 765-1802 FAX # 765-9502 RE: PERMIT # 44629 ��1,��' 1815 COUNTRY CLUB DRIVE CUTCHOGUE NY 11935 INVENTORY 64 SWITCHES 52 OUTLETS 10 GFI OUTLETS 2 EXTERIOR OUTLETS 19 HIGH-HATS 39 FIXTURES 6 CEILING FAN/LIGHT 1 DOOR CHIME 4 BATHROOM EXHAUST FAN 5 SMOKE DETECTORS 4 SMOKE/ CARBON MONOXIDE DETECTORS 1 20A 110V AFCI/ GFCI WASHER CIRCUIT 1 30A 220V DRYER CIRCUIT 1 20A 110V AFCI/ GFCI DISHWASHER CIRCUIT 1 20A 110V AFCI/ GFCI MICROWAVE CIRCUIT 1 20A 110V AFCI/ GFCI HOOD CIRCUIT 2 20A 110V AFCI REFRIGERATOR CIRCUIT 1 40A 220V STOVE CIRCUIT 2 15A 110C A/C BLOWER CIRCUIT 2 40A 220V A/C COMPRESSOR CIRCUIT 1 15A 110V HEAT CIRCUIT 1 200 AMP UNDERGROUND SERVICE AFCI CIRCUIT BREAKER AS NEEDED YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE su Ma '2 1 u c to Few f �w i c`a'm oma � <cmla i 'wl �c y' 1 Town Hall Annex ��+Q'_ '' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Go Southold, NY 11971-0959 ja BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Jeri /b, Z o zo Owner: ek- )I Ir Pw,��-,--g . L�-�- Location of Property: g IS Ca"-64,, C tub bn v'e , Cu4c4lo l r,-e MK. r 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 framin FR) Signature: Name (person submit Ing this form): J.dC. Capacity(,heck applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/201'5 r Fv f 4 1: ���c.,�ri�:� r�31�:.yi"�"`� ,rT,s%`..._ty! �e„. �"sF c•w•� t�r<�� j �,� •fx f t .. ry sx � ' t -i. A- 'L n�W BU� � ��OR February 20, 2020 Town of Southold Building Dept. 54375 Main Road Southold, NY 11971 FEB 2 1 220 RE. 1815 Country Club Drive, Cutchogue, NY Permit No. To Whom It May Concern: Please find four stamped original revised drawings attached. 4. Foundation revised 2/18/20 5. First Floor Plan revised 2/18/20 6. Second Floor Plan revised 2/18/20 7. Elevations revised 2/18/20 Basically the revisions consist of: 1. Adding a sliding patio door at the rear of great room 2. Changing the sizes and locations of some of the windows on first and second floors 3. Moving two walls slightly on two front upstairs bedrooms to allow for different windows The footprint of the house has not changed. If you require anything further please do not hesitate'to contact my office. Sincerely JC. UI INC. ohn C Quin 27 Service Rd.A® Calverton, NY 11933 ® [p]631-404-2281®john@jcquinn.net www.icquinn.net 00 Letterhead JCQ AJCQuinn 1�0 - -'q4-og C1 3ER Pa aff,n March 10, 2021 !� �' MAR 1 0 2021 Mr. John Jarski Town of Southold Building Dept. _ 54375 Main Road ~ P.O. Box 1179 Southold, NY 11971 RE: 1815 Country Club Drive Cutchogue, NY Dear John: With regard to complying with requirements of final inspection and obtaining a Certificate of Occupancy please find the following attached. Items maker with an (*) indicate that they were previously submitted via email. 1. Energy Certificate (4 pages)* 2. Solder Certificate* 3. Electrical Certificate (original on file with electric inspector)* 4. Letter from architect regarding compliance of the rear steps* 5. Photo of new landing at garage steps with railing and guard (as requested)* 6. Photo of completed railings at basement stair(as requested)* 7. SCDOH Approval of Constructed Works (two originals with green stamp) Kindly advise when the C of O is ready. If you require anything else please let me know. As always it has been a pleasure working with you. Sincerely, J.C.QUINN, INC. John C. Quinn President 27 Service Rd.A• Calverton, NY 11933 • [p]631-404-2281 •john@jcquinn.net • www.icguinn.net 11 JCQuinn letterhead 2021 L - PAGE 1 OF 2 x1 SURVEY OF �\ usEC*SPlj1 C WA R 212.25 01 c / m LOT 13 LOT t 2 `1b MON•0. -4 m�' MAP OF COUNTRY CLUB ESTATES FILE No. 6736 FILED OCTOBER 7, 1978 t r ` „ E / p1NG £� wo SITUATE 655!50 o \O'IA%1Ote CUTCHOG UE t^ TOW M o\- r .d+• �z X / 1 / \�P /�/ ,B.6 / OF SOUTHOLD `" SUFFOLK NCOUNTY, NEW YORK tGA n'• • I 1 / 1 / / SOIL STOCKPIL / ' N O \ I I L1PAH0� / \ / W / / S.C. TAX No. 1000-109-03-2.34 / O TEST HOLE DATA x \ IEtFjO / / .•' / / �ti SCALE 1"=40' 1 /• x19.2 / (TEST HOLE No. 1 AS SHOWN ON SUBDIVISION MAP) \ 6 EL 20.5'± i V. �5/ cK / '•` _ / 0' MAY 6, 2019 4 Gi \ w M\N gE�A rx / / TOP SOIL ,q MAY 23 2019 RELOCATED PROPOSED HOUS r • rN ' : a. •• / C �NC�i'"tet / TEST HOLE No. 1 0 5 JULY 9, 2019 NEVISED PER SCDHS NOTICE OF 079/2019 \4 / O� I Oo / /,• S • �� • -ter / 127 LOAM DECEMBER 12, 2019 REVISED SITE PLAN X 2Q 5± JANUARY 14, 2020 ADD STORMWATER DETAILS 'p I 1 < � •' 'p�tp¢� f / / LOT AREA = 40,787 sq. ft. .I I + ,, // / SAND k GRAVEL 0.936 ac. d. -;t >, O,( b 1' p EL 6 5't 14 CERTIFIED T0: 1 EL 5.9' ry,1` • �. •;� �* / �� cA �• 14.6' PALATINE PROPERTIES, LLC OX HIGHEST EXPECTED GROUND WATER t�GE• �•'- ` 01 �Pp�t\0 / x2o•t c TEST WELL No. USGS 41 002207229 3 6 01 s 53327.1 FIRST AMERICAN TITLE INSURAANCE COMPANY u, HAMLET TITLE AGENCY, Inc. 60'1 .• /X91 � /� -A / T C y l �� • • \I 1 t at+• / / rNV 13O O O / n-pp y CE (p• O / 70 n Z 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM to Q I` I LOT 1 x O 3 O �' q EXISTING ELEVATIONS ARE SHOWN THUS KK.X O • \ lP � / EXISTING CONTOUR LINES ARE SHOWN THUS:XX----XX � ,' "t�0 \O' 2O' 52' Z F.FL- FIRST FLOOR G • n IP• G.FL.- GARAGE FLOOR G� y • W "'L 1 1�-(ER Y'\N� POS ty ` 1 �q'6 / n ~ 2. REFER TO FILED MAP FOR TEST HOLE DATA. n Z � Z ' �/EfLE� �0T _ � i 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. y� Z '�• • 13.9 1 1 / U- N PwP't\o l 'Y�� ��ii 1 TANK; 8' DIA. 6' LIQUID DEPTH �rn 4 MINIMUM LEACHING SYSTEM FORA 8 BEDROOM HOUSE IS 400 sq f! SIDEWALL AREA. -` - A • 1 1\ \\\ I // 1O, I I Oz; {�. 2 POOLS; 8' DEEP, 8' dia. d: �� \\\; i m/r)• O� rnLTJ PROPOSED SOY. FUTURE EXPANSION POOL ti OD) \ \ 1 / I - OZ -- - _ -- ____ _ ®PROPOSED 8' DIA. X B' DEEP LEACHING POOL • d O• A\\ \ \ x i x20 4 O PROPOSED 2,000 GALLON SEPTIC TANK fs.8 ; Q! 5. OBSERVATIONS AND OR DA AND CESSPOOLS FROM OTHERS EON ARE FROM FIELD • \ \ 19.3 \ `CAT.V. W M 6. NO WETLANDS OR URFACE WATERS WITHIN 300 FEET OF SUBJECT PROPERTY. •/� � \ \�� \ \\ x19.8 r�u! BOX L J Cv , � �\ \ a�7 x Op 2 pRAINAGE SYSTEM CALCULATIONS: • . Olt, \ _�� _ _-20 O.( ROOF AREA: 2,670 sq. ft. 4 �� -_-- -- h' b 2,670 sq. ft. X 0.17 = 453.9 cu. ft. h d • / - i \ 12' EASEMEh77'- ------ --19 Q���ry'b1 453.9 cu. ft. / 42.2 = 10.8 vertical ft. of 8' dia. leaching pool required v PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS <x Cc�398, �)0Nc X17_4 1 4.04 x --1a 171.25 `- ' � t7.s PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS- X-4; HUS:x • j,e Y A --4-EDGE OF PAVEMENT + •• 1W d • •• . • d a -4 d UNAUTHORIZED ALTERATION OR ADDITION • • d+" To THIS SURVEY IS A VIOLATION OF Gs Dip, x1A2z • PROPOSED SEPTIC SYSTEM DETAIL SECTION 7209 OF THE NEW YORK STATE pU Z41V COUNTRY CLUB DRIVE EouCATION LAW. 6G0 G PUBLIC WATER IN STREET - (NOT TO SCALE) COPIES OF THIS SURVEY MAP NOT BEARING I1',f THE LAND SURVEYOR'S INKED SEAL OR R HOUSE EMBOSSED SEAL SHALL NOT BE CONSIDERED F FL 21.U• 4DEEP max. TOP BURIED TO BE A VAUD TRUE COPY. ' FINISHED GR/1DE CERTIFICATIONS INDICATED HEREON SHALL RUN DWEWNG PRECAST REINFORCED CONCRETE COVER E2LE4-4..O•LDO"CKING WATERTIGHT k INSECT PROOF FINISH GRADE ONLY TO THE PERSON FOR WHOM THE SURVEY DWELLING BURIED 1 D P min. 2 DEEP max. ELEV. 20A' USES PUBLIC WATER CAST IRON COVER TO GRADE FURTHEST LEACHING POOL IS PREPARED,AND ON HIS BEHALF TO THE USES PUBLIC WATER TITLE COMPANY,GOVERNMENTAL AGENCY AND THE EXISTENCE OF RIGHT OF WAYS 20'min 20'rpin. MIN. 4 die. . TOp LL, 18.1' LENDING INSTITUTION LISTED HEREON,AND TOP ELEV. 19.0• 6 prPROVE�81P1' OFA 3 POOL SYSTEM To THE ASSIGNEES OF THE LENDING INSTI- AND/OR EASEMENTS OF RECORD, IF w o TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. ANY, NOT SHOWN ARE NOT GUARANTEED. - INV. EL, MIN. 4 dia. . ♦ PRPPb 3SSAANDCOL� APPROVED PIPE INVERT _o, PREPARED IN ACCORDANC FIMINIMUE��` `r 18.4 PITCHED 1/4'/1' ELEV. 18.0• E 17.5• po Nathan Taft Corwin III STANDARDSRSUFOR ,�OqK-fA,AtEST Ba EnH • FOR SUCH USE BY E YORK•$TA�L1p1ND TYRE ASSOCN a BTiOM �I ; -HIGHEST VPECTED GROUND WATER Land Surveyor , ` . 6 s SEPTIC TANK (1) LEACHING POOLS (3) ye ��{ A 1. MINIMUM SEPTIC TANK CAPACITY FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. 1, MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREAL Successor To: Stanle J. Isaksen, Jr. L.S.L . ';-'a,''- Joseph A. Ingegno L.S. .4 u,n 1 TANK; 10' DIA X 4' EFFECTIVE DEPTH 3 POOLS; 8' DEEP, 8' dia. GLz ,, 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL) Title Surveys - Subdivisions - Site Plans - Construction Layout 3, 14ALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6-AND A BOTTOM THICKNESS OF 4'. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 Fax (631)727-1727 - 4•,\LL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT, 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS }tj] 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4) 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. ' P.O. Box 16 �^^^ '" ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PFA GRAVEL 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 1586 Main Road r to. o. 50467 6• A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 11947 ,1 STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, POST(TYP.) A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REQ'D. WITHOUT WIRE MESH SUPPORT `4 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING 50' MIN. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/WIRE SUPPORT FENCE OR TO BE SUFFICIENT TO OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL s' MAX. O.C. SPACING I KEEP sEDIMENr ON SITE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/0 WIRE SUPPORT FENCE HAY BALES AND/OR TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE — _'� � SILT FENCING SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THEFLOW � o SCREEN IS REMOVED. 4 - 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ------------ _ A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL • s BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT •ATTAUPSTREAMCH FILTESIDE OF POST OC R FABRIC SECURELY 0 — '.' "•' ••` r SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TO ---------- SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED SILT FENCE DETAILS AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE Nar ro s OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES rT SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED I HAY BALES AND/OR UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. MAXIMIZE PONDING FFICENCY.PNS ECT PARALLEL SILT SLOPE CNE AFTER TO SLT FENC NG 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW PLAN VIEW OFF—SITE TRANSPORT. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ROAD snNG GRADE OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. HA�SAIAND�/OR ��� SI 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEELHIGH POLE (MAX.) CONSTRUED 3/4WSTONCE BASE DOF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW POST IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FILL OR N.Y.S.OI D.O.T.APPROVED snNG FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, �— GRADE OTO Is"MIN. FABOVE R DWUN GEG WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE CROSS SECTION VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION (NOT TO SCALE) AND GROWTH. / -;'r• / 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA = VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER ' THAN 1 SQUARE FOOT IN SIZE. ' 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 4W/ COMPACTED TYPICAL STORMWATER UNIT SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACKFILL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO (TOPS TO BE TRAFFIC BEARING) THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (NOT TO SCALE) OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETA/L CAST IRON INLET FRAME&COVER (FLOCKHART /63518 TYPE 6840) CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) FINISHED GRADE OR 6'THICK REINFORCED CONC.COVER B'TRAFFIC BEARING SLAB max.) TV-0' PIPE FROM ROOF GUTTERS 8'—O' CRUSHED 3/4'— 1-1/2'STONE ALL AROUND 0LEACHING RINGSm REINFORCED PRECAST CONC.TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1.REA CHOSEN FOR STOCKPILING OPERATIONS 3•�- a000 Psl o ze DAYs REGRADING ✓¢ VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. (m n) 4• TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. SLOPE OR LESS GROUND WATER YL STABILIZE ENTIRE PILE WITH VEGETATION OR COVER %4�o %4/ %1, 11, 14/ 14' �' �' 14' �' �' �SOF NEW o Nathan Taft Corwin III .I. .I. 1. .v •V .v •v .v �V APO-ti CO Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. kj g Joseph A Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout STRAW BALES OR SILT FENCE {-r j f PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE �fs I f�r�••.,,ejr}tr„�•' � OFFICES LOCATED AT MAILING ADDRESS (NOT TO SCALE) `4 Lvts�il N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 ��< Jannesport, New York 11947 Jamesport, New York 11947 °j DEPARTMENT OF HEALTH SERVIiCE3 SURVEY OF ° 4 - x� / c SUFFOLK COUNTY �EPAPTt� DWEWNG R 2�2.25 , En L O T 13 USES PUBLIC WAS m i PERMIT F®rz APPROVAL,OF CONSTRUCTION FOR A r � LOT t 2 Ib Fa�ZW/ '� m MAP OF I U1 C C �$���� �� �>ILv �~'���'�� ®'��� COUNTRY CLUB ESTATES x!Hu ; O O y`�' AUG 0 2 201 FILE No. 6736 FILED OCTOBER 7, 1978 „ E / / / zz °' t� Ic�alS ® SITUATE w DAT.Z,•, 3 . . PREF. No. • t, �6 5 w / , , / z CUTCHOGUE /ti't�[20'Jwl� TOWN OF SOUTHOLD • i oyl� x SUFFOLK COUNTY, NEW YORK o �• • I I CHOLE / ` % // // x // S.C. TAX No. 1000-109-03-2.34 01 \ I , ELECTRIC / / / / ,'L° � SCALE 1"=40' ? ' V. BOX 75'/ CK ,/ y' /•, /• /X-02 / / (TPEST HOLE No. I AS SHOWN ON SUBDIVISION MAP) MAY 6, 2019 W _-rctp ���r� / , / EL 20.5't TOSOIL MAY 23 2019 RELOCATED PROPOSED HOUSE l \ MIN• . x R / / r• L.ti G 1,1p�NG ` / 05, JULY 9, 2019 MPER SCD EV NOTICE OF 07/09/2019 DECEMBERBER 1 12, 2019 REVISED SITE PLAN \G /m• ��a`p� '(Rp` 4. I / 19.7/ ' TEST HOLE No. 1 LOAM \ / I\90 / �/ x / 1f LOT AREA = 40,787 sq. ft. �°� o I 1 < � %'`•1 pf;:. �f / / 1` 0.936 cc. 4 SAND & GRAVEL CERTIFIED TO: .. '�,. Is.a� 8"1 111))) a ',� •• •I a• < .. • / c,av� `C SEL. s.9} 16.51 4.6. PALATINE PROPERTIES, LLC • \ �� " . �� ' • • y ox ) HIGHEST EXPECTED GROUND WATER FIRST AMERICAN TITLE INSURAANCE COMPANY G m ,• �ppt�0 / xZQ1 ))1 N TEST WELL No. USGS 410022072293601 S 53327.1 HAMLET TITLE AGENCY, Inc. .< \ 1 I " 1• / / N� <J O U s iam43i X727! TCI _,..• _ LCQTE N Z r •• \�1Z Z 11 ` LOT �x 1. ELEVATIONS ARE REFERENCED TO WNN.A.V.D. 1988 DATUM -- AUG 0 �OZ EXISTING ELEVATIONS ARE SHOWN THUS X�LX �n \ }_ � -+i., c>2' > EX STING CONTOUR LINES ARE SHOWN THUS:XX- XX -O'j � / 1 I 1 IW /�'P/ '•.' \O' 'y0'• r-1* i:iyJ�Si u -••-••P•-t-1:• =•*a F.FL- FIRST FLOOR c� • I 11�E •" 19.6 / a:> • - - G.FL- GARAGE FLOOR Z • W 1 V� R)- ,OF..(, 2. REFER TO FILED MAP FOR TEST HOLE DATA. E 1 I 1 � / 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. f" ^ • 1 / / Mout �ptlo / QUIINOERTH_ 10 13.9 ;� 1 I / GL ^ I 4. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; B' DEEP, 8' dia. F•rI 10:_ `•• lam' (}•�_ _-__-_L- L J PROPOSED 50/ FUTURE EXPANSION POOL 74� Off) 2 ®PROPOSED 8' DIA. X 8' DEEP LEACHING POOL COe x O„ 1 x20.4 Q PROPOSED 21000 GALLON SEPTIC TANK • ° ' \ \� \ 19.8 1 3; 5. THE LOCATIONOF Wg_LS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD • \ \ z N OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. X CAT.V. L4 �-M 6. NO WETLANDS OR SU V RFACE WATERS WITHIN 300 FEET OF SUBJECT PROPERTY. c/ e X \ xI9.8 BOX z_TP_ ` J x al r 0X 100 DRAINAGE SYSTEM CALCULATIONS: __20.-- p� �i ROOF AREA: 2,670 sq. ft. 2,670 sq. ft. X 0.17 = 453.9 cu. ft. Z'ONCF MON - 12' EASEME11�7'- -----QNB -- 13 �4,,y) 453.9 cu. ft. / 42.2 = 10.8 vertical ft. of 8' dia. leaching pool required I• e• • �� _-- 17.4 CONC. MON. 171.25' PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS X 9$ „ -1,9 13ER \) N 88-41'10 'W 114.04' x-17--9 PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 �C j an Y • •• +� EDGE OF PAVEMENT a e UNAUTHORIZED ALTERATION OR ADDITION I X 17.67 ° • e •• a�• TO SECTION SURVEY ISAVIOLATIONOF SFS OK'F� I COUNTRY CLUB DRIVE •` PROPOSED SEPTIC SYSTEM DETAIL SECTION 7209 OF THE NEW YORK STATE EDUCATION TAW. AGe`/CNG PUBLIC WATER IN STREET (NOT TO SCALE) COPIES OF THIS SURVEY MAP NOT BEARING K,ql THE LAND SURVEYOR'S INKED SEAL OR FR HOUSE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. F.FL 21.0• 4P BURIED ' DEEP max. FINISHED GRADE •�,� PRECAST REINFOgCED CONGRB COVER ELEV z0.0" FINISH GRADE CERTIFICATIONS INDICATED HEREON SHALL RUN DWELLING ( BURIED 1 DEEP min. 2 DEEP max. 24'dia. LOCKING WATERTIGHT & INSECT PROOF ELEV. 20.0' ONLY TO THE PERSON FOR WHOM THE SURVEY (,vy I DWELLING CAST IRON COVER TO GRADE IS PREPARED,AND ON HIS BEHALF TO THE USES PUBLIC WATER FURTHEST LEACHING POOL TOLE COMPANY,GOVERNMENTAL AGENCY AND rev JJI USES PUBLIC WATER 20;min 20'rpin. MIN. 4' dta. • TOP EL. 18.1' LENDING INSTITUTION OSTEO HEREON,AND THE EXISTENCE OF RIGHT OF WAYS ( TOP ELEV. 6 APPROVED gjP1, •'� OFA 3 POOL SYSTEM TO THE ASSIGNEES OF THE LENDING INSn- AND/OR EASEMENTS OF RECORD, IF a;..J ro o PITCHED 1 TUIION.CERTIFICATIONS ARE NOT TRANSFERABLE. ANY, NOT SHOWN ARE NOT GUARANTEED. MIN. 4 dia. 3' CLEAN f� I INV' EL7 APPROVED PIPE INVERT Rob SAND t, 1 I, I 18.4 PITCHED 1/4'/1' ELF 18.0 -o'°D INVERT " PIPE COLLAR Nathan Taft Corwin III PR EDI CCORDANURVMCE-WITH THE MINIMUM 1 FL µ ELEV. of 1J SUpRVE1"$.AsESTABLISHED I �,-,, BRFFLE OR's SE N1W�Z,YO�tk STATE LAND 6�"" ! e • ..! Land Surveyor v0 n r cO ®'1j� f 3<F BOTTOM I HHIIGHHETIIPtPECTED GROUND WATER SEPTIC TANK (11 LEACHING POOLS (3) Successor To: Stanley J. Isaksen, Jr. L.S. , y < """�' i 1. MINIMUM SEPTIC TANK CAPACITY FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. Joseph A. In a no L.S. y 1. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. P 9 9 (� - .I d o i ! 1 TANK; 10' DIA. X 4' EFFECTIVE DEPTH 3 POOLS; 8' DEEP, 8' dia. Title Surveys - Subdivisions - Site Plans - Construction Layout r _=i 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) -• }�•�. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3-, A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( ALL( ) a ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE 631 727-2090 Fax 631 727-1727 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. psf. OFFICES LOCATED AT MAILING ADDRESS G= 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL D. MAINTAINED. .0 S.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH A MAX. TOLERANCE OF ±1/4) o"T C� ON A MINIMUM 3•THICK BED OF COMPACTED SAND OR PEA GRAVEL( / 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL PT MAINTAINED. 1586 Main Road P.O. Box 16 '�` N.Y.S. Lic. No. 50467 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 11947 ��vi`� � 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. I O 25, x /� SURVEY OF LOT 13 LOT 12 �� MOX pew/ N y MAP OF X98.3 / o COUNTRY CLUB ESTATES N� o; FILE No. 6736 FILED OCTOBER 7, 1978 Z LA 5g'S0 r / / w SITUATE o CUTCHOGUE -°. i Z IB X \ h // 188 i m TOWN OF SOUTHOLD I I�514.2 / %\ /� / / X / SUFFOLK COUNTY, NEW YORK// \>� // /� o S.C. TAX No. 1000-109-03-2.34 „ r SCALE 1 =40 MAY 6, 2019 MAY 23 2019 RELOCATED PROPOSED NOUS / JULY 9, 2019 kEVISED PER SCDHS NOTICED 0779/2019 fs.7 X DECEMBER 12, 2019 REVISED SITE PLAN JANUARY 14, 2020 ADD STORMWATER DETAILS / APRIL 23, 2020 FOUNDATION LOCATION 56.0' 866-----7 13,0' ————— gyp LOT AREA = 40,787 sq. ft. 0.936 ac. X2 CERTIFIED TO: gy% / ` r PALATINE PROPERTIES, LLC \ 1 \ V 6p0•���� w oo� p / l y FIRST AMERICAN TITLE INSURANCE COMPANY HAMLET TITLE AGENCY, Inc. LOTb, l ko / �i ° 03 P N01 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ° \ 1\ I 1 / \`6,0' / Fy EXISTING ELEVATIONS ARE SHOWN THUS:XX,is EXISTING CONTOUR LINES ARE SHOWN THUS:XX————XX X ° \ \ 1 31• 1 2 F.FL— FIRST FLOOR X H G.FL— GARAGE FLOOR \ 2-1 I X 1 X L 4 Xfe.9 1 1 20.4 r�L \ \\ ' `\ i 19.8 z M AY - 6 2020 x 14 9 \ \ 1 19.3 \ ti-4C.A.T.V. X \ \ X \ C BOX •P i �� � \\ \ \\ \ X19.8 ` CJT \ \ \ \ 0 X 00 I cp9 \ \ " _—-Z — -20 ^n — --- - -- ryh• Al - 4 /^ ---� �� — 12' EASEMENT'— ------- -- —_ —1t V� ° _ 171.25' X ° . �13�`98, �,cNc. 17.488*419109) W 114.04' X17.9 ° PREPARED IN-ACCORDANCE WITH THE MINIMUM SUR SfANOABDS-FOR SURVEYS AS ESTABLISHED X"�4 B1' L b��g °VE6'AND ADOPTED EDGE OF PAVEMENi4 • v 17,2Q F SUSUCH�ZSE IFN YORK NATE LAND 1 X 17.67 •O o° tl° 4 \• 0 ° 4 COUNTRY CLUB DRIVE a ! i N.Y.S. Lic. No. 50467 a� r THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF Nathan Tft aCorwin III ANY, NOT SHOWN ARE NOT GUARANTEED. TO THIS SURVEY ALTERATION TI ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. LS. THE LAND SURVEYOR'S INKED SEAL OR Y EMBOSSED SEAL SHALL NOT BE CONSIDERED Joseph A Ingegno LS. TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Title Surveys - Subdivisions - Site Plans - Construction Layout ONLY TO THE PERSON FOR WHOM THE SURVEY PHONE (631)727-2090 Fax (631)727-1727 IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT MAILING ADDRESS LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- 1566 Main Road P.O. BOX 16 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF 212'2 �No ��� {�r�,� .,� LOT 13 C . LOT 12 MON.o.2w N y A ;�v��- 'w:t� i+!�;1: MAP OF 1 Date MAR ,_, r �_ ' -1Q-OO(Q�s I COUNTRY CLUB ESTATES W , FILE No. 6736 FILED OCTOBER 7, 1978 5'50 E ?n Lit v'i'ta sewage dss�sal and Vm'% -,.;:,'.,y!aPs°,itit�vt 1111.3 iO�UOE1 h3v b- SITUATE SITUATE N 6 5 'z o inspe&Wd ZRd/O certified flsy this 00P,2r>1t or other 2gen s a� CUTCH 0 GU E o £ be satisfactory FOR A 60kUM QF BEDROOMS. �.d TOWN OF SOUTHOLD Z ABX 1 satJrR,�L �— SUFFOLK COUNTY, NEW YORK FENCE 3.7'E. Az� IUMHOLE 1 9• . �o S.C. TAX No. 1000-109-03-2.34 d ELECTRIC \w ° a \rv1 �E��I �Gl� 9 9 „ Z 1�BDx >. �1 g piper° PE, Chief SCALE 1 =40 MAY 6, 2019 a U; 1 1PN BLpcK CORE ° E er ����ement MAY 23 2019 RELOCATED PROPOSED HOUSE 'et " O 1AfSCR�N BEQ T\ DRAY° a CEL 10 `�" JULY 9, 2019 kEVISED PER SCDHS NOTICE OF 07/09/2019 ,I 4 ° �Pt1Ati \ EN4pE2) AIR QTS DECEMBER 12, 2019 REVISED SITE PLAN coNO.ON ) JANUARY 14, 2020 ADD STORMWATER DETAILS •d •4 1 CK CURB °M�ONRY Q V `n APRIL 23, 2020 FOUNDATION LOCATION BLp APR JANUARY 18, 2021 FINAL SURVEY 4° BELG 562 �, Mp,50N PAT�p 86 6' HOUSE — ) c. v p LOT AREA = 40,787 sq. ft. AB y sox 0.936 ac. CE '3 6 N 0 19,E CERTIFIED TO: ° < 1LOT �t. 4 g a PALATINE PROPERTIES, LLC .c m FIRST AMERICAN TITLE INSURANCE COMPANY J , 60.00, .pip •p '-a a 0 7g u (n HAMLET TITLE AGENCY, Inc. POOL C-) ,HAZER V g o H SEPTIC SYSTEM TIE MEASUREMENTS oR�oF/PO�R HOUSE HOUSE 00 1 V0 r"\ gPSEMW1NDOvl zTo { rn c�A 20 \ pELI / WINDCWOUT I ` CORNER QA CORNER[R] 1 SEPTIC TANK de x'02 // 0 E TAN BONER { O COVER 18 35' LEACHING POOL 01 COVER 1 29' 48' O // • • 1N0 a{ LEACHING POOL 30' 37' d O, \ / OOH#2 o f COVER 2 { `CAT.V W RE�s`/ E V ILEX t-3 PpOL# ° \ { BOX -p' c L { Zn , _ { °� JAN -„ _ o� �: t ° d 12' EASEMENT-—- 171.25' d • SURF G(j.f @ /31.98, CONC. MON. CONC. MON. -RM,4,: N 88.41'1 0" \N 1 1 4.04' PREPARED IN ,Rl`-b�10E�wr HP•rW rMn maar-���.,,p..,�,, �t e STANDARDS 0 RVEYS AS ESTABLISHED_• - �`R' BY THE S. PROVED' D ADOPTED --5 ° ea c° EDGE OF PgVEMENT s c — FOR Hy E `J11�i �/g1�,ORI ATE LAND d: ° ° 4 °4 e4 d d T TIO COUNTRY CLUB DRIVE <' I ;r xcn V.y.s. Uc. No. 50467 THE OFAND/ ISEASEMENTSROF RECORDIF ROF 5 ANY, NOT SHOWN ARE NOT GUARANTEED. NathanlafCorwin III TO THIS S12 URVEY ALTERATION TI ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanley J. Isaksen, Jr. L.S. THE LAND SUR'VEYOR'S INKED SEAL OR Y EMBOSSED SEAL SHALL NOT BE CONSIDERED Joseph A. Ingegno L.S. TO BE A VAUD TRUE COPY. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY PHONE (631)727-2090 FOX (631)727-1727 IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT MAILING ADDRESS LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- 1586 Main Road P.O. Box 16 TUITION.CERTIFICATIONS ARE NOT TRANSFERABLE Jamesport, New York 11947 Jamesport, New York 11947 RESc eck .Software Verson 4.6.5 Compliance Certificate Project new dwelling -' JAN 1 7 2020 Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type, New Construction 1 Conditioned Floor Area: 1,954 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1815 country club dr john quinn Robert Higgins cutchogue, NY custom builder Robert Higgins Architect calverton 50 Hidden Acres Path 27 sevice rd A Wading River, NY 11792 Calverton, NY 11933 631-208-3351 Compliance: 3.3%Better Than Code Maximum UA: 491 Your UA: 475 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope'Assemblies Gross,Arjea Cavity:-. Cont ssemlbly i tor UA Perimeter Rim joist:All-Wood Joist/Truss:Over Unconditioned Space 291 30.0 0.0 0.033 10 Basement Wall 1: Solid Concrete or Masonry 1,920 0.0 11.0 0.057 85 Wall height: 9.0' Depth below grade: 7.5' Insulation depth: 9.0' Window 1:Wood Frame:Double Pane with Low-E 355 0.300 107 SHGC: 0.30 Door 1: Solid 40 0.400 16 Door 2: Glass 40 0.300 12 SHGC: 0.30 Wall 1:Wood Frame, 16" o.c, 3,098 21.0 0.0 0.057 177 Ceiling 1: Flat Ceiling or Scissor Truss 1,954 30.0 0.0 0.035 68 Compliance Statement: The proposed building design described h e i con istent with the building plans,specifications, and other calculations submitted with the permit application.The propose uild g s been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requ' eme t e RE ck Inspection Checklist. ROBERT JAMES HIGUNS Name-Title Date • r ` Project Title: new dwelling cab `� J Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\ 9' 5 Co Club Rd Page 1 of 9 Cutch\RES CK.rck `N��l�.r`` C •RESceck Software,Velrgion -9.6.5 NJ Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section_ ,: - F Plans Verified' Fie l'd'Veri�fied,y' #., '.: :Pre-lns_pection/Plan Review Complies?- =Comments/Assumptions &�Req.lD,. =_Value' Value, t 103.1, ;Construction drawings and ° , �j ;i== �;�`' -r ❑Complies ;Requirement will be met. 103.2 documentation demonstrate `�r' - �»"'�;��" _ _' _ _ ''E❑Does Not [PR111 ;energy code compliance for the �� - - i building envelope.Thermal ;;_ _ _ ❑Not Observable envelope represented on =,:, T=' ❑Not Applicable ;construction documents. ,' 103.1, ;Construction drawings and ,❑Complies :Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for l [PR3]1 -lighting and mechanical systems. �'S,- = r'= yk - ',1PE]Not Observable :Systems serving multiple _,_ - '' r _ ' _"'- _? 3❑Not Applicable ;dwelling units must demonstrate -V- ;compliance with the IECC ;Commercial Provisions. 3,02:1;"£,,;v,,.Heating and cooling equipment is; Heating: Heating: ,❑Complies !Requirement will be met. 403.7 ' ;' lsized per ACCA Manual S based Btu/hr ; Btu/hr ;❑Does Not on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable Manual J or other methods j Btu/hr Btu/hr approved by the code official. ;❑Not Applicable a ; Additional Comments/Assumptions: 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) r3.,I Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 2 of 9 Cutch\RES CK.rck i :Section :" _ .r._ „.., •:, -`V„ , # Foundafion'In§pection plarDs Verifieei,' Field Verifed Complies? ;,,, Comments/Assumptions , &'Req.lD - Value Value- _ '402.1.1 :Conditioned basement wall R- R- :❑Complies ;See the Envelope Assemblies [F0411 insulation R-value.Where interior; R- R- ;❑Does Not ;table for values. r� :insulation is used,verification ; may need to occur during I❑Not Observable I Insulation Inspection. Not ;ONot Applicable required in warm-humid locations: j :in Climate Zone 3. 303.2 ;Conditioned basement wall i', ;❑Complies :Requirement will be met. (F0511 'insulation installed per ",'JI Does� � ''� - Does Not ;manufacturer's Instructions. ,`� "`mow;. `�%; '}',t-a?t';'z . �" ❑Not Observable ❑Not Applicable '402.2.9 ;Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies (F0611 ;insulation depth of burial or ;❑Does Not ;table for values. ;distance from top of wall. ; ❑Not Observable ❑Not Applicable 303.2,1- A protective covering is installed ITIComplies ,Requirement will be met. [FOl11;,4'Oto protect exposed exterior °,, -3.is`?.:'i _ ;' `; =w❑ r _ s=, Does Not dnsulation and extends a minimum of 6 in. below grade. ,,❑Not Observable . •r ;❑Not Applicable _,. 403:9, ` .;Snow-and ice-melting system ,' '' F✓' -;❑Complies ,Requirement will be met. [F012]z"' ''scontrols installed. ( `s - }❑Does Not l r -., ,,"<<;`,;,;F`_,_s•s .2`,` ,}' ❑Not Observable ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) -,2'CMediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 3 of 9 Cutch\RES CK.rck Section' =: :„ ns ed Pia ;Verified. •F[eld'Verifi # -'-- Framing%Rough-!n Inspection Complies? Comments/Assumptions &'Req:ID Value_ Value 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not ;table for values. [FRl]1 ;❑Not Observable ; t i❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). ,❑Does Not ;table for values. 402.3.3, UNot Observable [FR2]1 ;❑Not Applicable 303.1.3 !U-factors of fenestration products'„s;,,=`„'':` ` Y ;❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance :, ❑Does Not ; with the NFRC test procedure or = - --:❑Not Observable . ,taken from the default table. -"[]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ,;:_ _;❑Complies Requirement will be met. [FR23]1 ;installed per manufacturer's �' '-` ,r" ;�: = Y❑Does Not ;instructions. �a,'c- []Not Observable _ T❑Not Applicable 402.4.3 ;Fenestration that is not site built s. _'-❑Complies :Requirement will be met. [FR20]1 ;is listed and labeled as meeting f❑Does Not 'AAMA/WDMA/CSA 101/l.5.2/A440 ❑Not Observable ` or has infiltration rates per NFRC ; 400 that do not exceed code ;[]Not Applicable limits. 402.4.5„ IC rated recessed lighting fixtures{ 1❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ; ' ❑Does Not and labeled to indicate s2.0 cfm f leakage at 75 Pa. - ;❑Not Observable `" ;❑Not Applicable 403.3.1 ;Supply and return ducts in attics ;;” ;❑Complies !Requirement will be met. [FR12]1 insulated>= R-8 where duct is `',❑Does Not >=3 inches in diameter and >= I ' ?❑Not Observable ; ;R-6 where<3 inches.Supply and f i return ducts in other portions of t' ;❑Nat Applicable the building insulated >=R-6 for ; yr ;diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.5 ;Building cavities are not used as ,_ �� �` ` -- - ❑Com lies !Requirement will be met. [FR15]3 ;ducts or plenums. ;❑Does Not 4❑Not Observable -'❑Not Applicable ; 403:4°--;:•,,,iHVAC piping conveying fluids ; R- R- :❑Complies ;Requirement will be met. [FR17]2• -a above 105°F or chilled fluids ;❑Does Not -..'below 55°F are insulated to_>R- 33 .❑Not Observable ' :❑Not Applicable 403.4.1 Protection of insulation on HVAC . : -`, ` ' -'[]Complies Requirement will be met. [FR24]1 piping. ;�;;;'; „ - ;❑Does Not g f ' ❑Not Observable a❑Not Applicable 403:5.3• i Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR1812 zR-3. '❑Does Not '❑Not Observable �' ( ( ❑Not Applicable ; _ ... •. 4,03.6 t. Automatic or gravity dampers are,,,, _ ❑Complies ;Requirement will be met. [FR 19]2 installed on all outdoor air ;❑Does Not intakes and exhausts. } ,❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) Z;Medium Impact(Tier 2) J,3 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 4 of 9 Cutch\RES CK.rck Additional Comments/Assumptions: r J 1- High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: CAUsers\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 5 of 9 Cutch\RES CK.rck Section _>'Fie1d Verified' -.Complies? - Colrnments/Assumptions - -# In'sulatidn,Inspection Value."' Value` -, All installed insulation is labeled r' '" 4❑Complies ;Requirement will be met. 303.7 " °F' - [iN13]2, lorthe installed R-values ,Oboes Not provided. '❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R-` R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;n Wood ;F1 Wood ;❑Does Not table for values. [IN1]1 Steel ;❑ Steel ;[:]Not Observable c4j ; ;❑Not Applicable 303.2, Floor insulation installed per , ❑Complies ;Requirement will be met. 402.2.7 ;manufacturer's instructions and i' ��� r.�,:',�:= 2-,❑Does Not [IN2]1 ;in substantial contact with the 1,. r ❑Not Observable underside of the subfloor,or floor _ til❑Not Applicable Jrammg cavity Insulation is in ;;�- "� s7-i „�•, ^ `` ;contact with the top side of ;sheathing, or continuous = '°'` ���= x�"` insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value.If this is a:Y R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the j F1 Wood ;F1Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall ;F1 Mass ❑ Mass :❑Not Observable ` [IN3]1 ;exterior,the exterior insulation ;� Steel ❑ Steel ;❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per ''❑Complies ;Requirement will be met. °fir. ❑Does Not [IN4]1 manufacturer's instructions. l; i ;❑Not Observable : ❑Not Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3'1 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 6 of 9 Cutch\RES CK.rck I �PlansVereeld_Verified-; # Finial Inspection P,;rovislons -, "Complies? - Comments/Assumptions' Req.ID Vallue= `Value J. 402.1.1, ;Ceiling insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;F] Steel ;❑ Steel :[]Not Observable [Fill' f ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per , ,_, � „ '. ' � ," '.' ❑Complies ,Requirement will be met. 303.2 manufacturer's instructions. " a❑Does Not [F12]' ;Blown insulation marked every 300 ftp. ,❑Not Observable ' ! _ ;❑Not Applicable 40,2.2.3,, sVented attics with air permeable ''�, y<, _ - _ _ ❑Complies {Requirement will be met. '[F122]2' '',,insulation include baffle adjacent Does Not to soffit and eave vents that ;2extends over insulation. i" w '[]Not Observable ,T ❑Not Applicable 402.2.4 'Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]' !insulation zR-value of the ;❑Does Not adjacent assembly. [_]Not Observable ; ;❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = :❑Complies :Requirement will be met. [FI17]' ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. :[]Not Observable ❑Not Applicable , 403.3.4 'Duct tightness test result of<=4 ; cfm/100 cfm/100 ,❑Complies ;,Requirement will be met. [FI4]' cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;handier @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.3 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]' :determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total j ; -;leakage measured with a ❑Not Observable pressure differential of 0.1 inch j ;❑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. 403.3.2.1 ;Air handler leakage designated ti k'h°z`- '' -- ;❑Complies ;Requirement will be met. [FI24]' ;by manufacturer at<=2%of '❑Does Not design air flow. -�°'' ' ❑Not Observable =j❑Not Applicable ' 403.1:1°. Programmable thermostats J .. ..... 1EIComplies :Requirement will be met. [F 19]2: -installed for control of primary �' `"" `` ;s"%' =``- j❑Does Not heating and cooling systems and = Y` ❑Not Observable ' initially set by manufacturer to _ codespecifications. v ;" ��` .;❑Not Applicable 403.T.2 ,Heat pump thermostat installed ('- ', _;❑Complies }Requirement will be met. a [FI10]z •on heat pumps. -> y` ❑Does Not ❑Not Observable ❑Not Applicable 403.5.E` `;Circulating service hot water -a❑Complies Requirement will be met. [Flll]z _ ` systems have automatic or ;❑Does Not l accessible manual controls. ���' - ,[]Not Observable a❑Not Applicable 1 High Impact(Tier 1) ,,1`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 7 of 9 Cutch\RES CK.rck � ^ , Verified mechanical ventilation system ies Requirement will be met. 3 j,2 dfans not part of tested and listed HVAC equipment meet efficacy 4, tE]Not Observable ;E]Not Applicable and air flow limits. 403.2' Hot water boilers supplying heat ""�,'�E]Complies Requirement will be met. ugh one-or two-pipe heating dsystems have outdoor setback water E]Not Observable control to lower boiler able f temperature. 463 5-1A),Heated water circulation systems OComplies Requirement will be met. have a circulation pump.The E]Does Not ",,'E]Not Observable pipe is a dedicated return pipe or a cold water supply', pipe. Gravity and thermos- _t-.-JE]Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ',pumps start the pump with signal h t water demand within the cy. Controls occupan �;automatically�turn off the pum when water is in circulation loop is at set-point temperatu re and no demand for hot water exists. 4035 1.2-,Electric heat trace systems _�E]Complies :Requirement will be met. (F129,1, comply with IEEE 515.1 or UL T]Does Not 515. Controls automatically _. d' t the energy inputto the �a Jus "EINot Applicable heat tracing to maintai n the desired water temperature in the 'ElComplies ;Requirement will be met. 403.5.2,,',,,J Water distribution systems that '4:1D es Not ,130] ,,have recirculation pumps that ,pump water from a heated water E]Not Applicable water source through a cold %4ater supply pipe have a demand recirculation water 3 system. Pumps have controls :that manage operatli pump and limit the temperature of the water entering the cold water piping to 1049F. rement will be met. 403.5.4,'_�Drain water heat recovery uni s Requi B55.1. Potable water-side -',E]Not Observable pressure loss []Not Applicable of drain water heat recovery units< 3 psi for i individual units connected to one -,-,or two showers. Potable water- side pre ssure loss of drain water )heat recovery units<2 psi or individual units connected to !three or more showers. 404.1 :75%of lamps in permanent ,-,E]Complies �,Requirement will be met. [F1611 ;fixtures or 75%of permanent :fixtures have high efficacy lamps. ble voltage ;Does not apply to low- tlNot Applicable _,E]Complies Requirement will be met. ,404.1.1 !Fuel gas lighting systems have ` !no continuous pilot ligh . [F123)3 t X]Does Not Not Observable -,E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 1,3-,']Low Im pact(Tier 3) Project Title: new dwelling Report date: 0I/16/30 Data fi|enamaC:\Users\Admin\Documents\COPYDll04\bui|ders\Quinn]ohn\lOI5Co, Club Rd Page OoY 9 ;# Final Irispection;Provisions- Plans Verifietl -Field-Verified_' "~ ' ,Value_ Value' Complies? Comments/Assumptions "` ��� ��`'-"'` ❑Complies ;Requirement will be met. Compliance certificate posted. ,"��'�°,�'�'���•. '°a= "''-` �` [FI712, DoesNot ',',',❑Not Observable ' ❑Not Applicable 303.3" _ Manufacturer manuals for = ❑Complies ;Requirement will be met. [FI18]3 +mechanical and water heating stems have been ''` ❑Does Not !systems n _ • ,�❑Not Observable .,,,,--;[]Not Applicable Additional Comments/Assumptions: 1 High impact(Tier 1) `21x Medium Impact(Tier 2) -3--1 Low Impact(Tier 3) Project Title: new dwelling Report date: 01/16/20 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\Quinn John\1815 Co Club Rd Page 9 of 9 Cutch\RES CK.rck 2015 MCC Energy Effim'ency ce oifocats k Above-Grade Wall 21.00 Below-Grade Wall 11.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): neo 0 0 - Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments C 171 664" r '11_� .0 17'-5" 47'-7" o U 28'-0" E 10'-6" 8'-6" 8,-6„ M 12"DIAMETER CAST-IN-PLACE N CONCRETE PIER Z3 • ------------------------------------------------------ 1 U c I I , fV C? ' ' o ' ' I ANHO CR BOLT AND I p to ( POST BASE ABOVE M SET INTO PIER t= BILCO OUTSIDE ' ' 0 BASEMENT ENTRANCE w i i R o Provide 8"concrete walls and 16"x8" i i O TYR DECK FOOTING footing to virgin soil,Wood Stair O iv , , SEE DETAIL ON DWG-2 I N and Bilco doors system installed , , as per manufacturers requirements. v !l I I EXTERIOR PATIO SLAB concrete dimensions for bilco shall `~; ; i i 2 x 6 DECK JOISTS @ 16"oc 6"4000 PSI CAST-IN-PLACE SLAB 7 be verified in field by Contractor o I I 2 2 x 6 PT.GIRDER W/6X6 w1.4/w1.4 WELDED WIRE MESH Z prior to pouring. i i cv i ON GRANULAR COMPACTED FILL. Q bulkhead enclosures conforming ' ' Ip+— — __+Q I PITCH SLAB AWAY TO DRAIN o to the Emergency escape and rescue i i 11i 00 M doors as per IRC R310.3-R310.4, ' V-0'/i' V-0~/2" ' o J and R311.7 Stairways 1"-6'/." 4'8"M YP.DECK LEDGER --_ ___, SEE DET. ON DWG 2 _J Q I I `(3)1-3/4"x11-7/8"LVL ---�----- ------------------------------------------------------------------------------------------------------------------- I r------------------�--- ---'---------- -- ---T , U ------ --------- ------------------1---�---i--I-------- ---+ --------- ------- -------- --------------- •--------------------------------------------• ----------------------------------------- I e�Tj 1•1',,, " IIIIIIIIIIII.'IIII_- I°III1III1I--"IIIIII IIIII -'1III'--IIIII I QIII 111Ii 8"X 16"CONCRETE-�PIERS ' ' N ' '- 'TWO SPACED EQUALLY OU UW I I IINSUL^YS I 6 " I 1 'aI , 1 UNFIN. BASEMENT U ° O L 4" CAST N PLACE CONCRETE 0 o to «__,�_ _ BO SLAB INSTALLED IN SIMPSON DTTZ2 ACCORDANCE WITH IRC U_ SECTION R506 .N ALLOWABLE ---------- o--------- LOAD: 1825 LBS O LO 74. o OVR302.13 FIRE PROTECTION OF FLOORS: PG 2 DET 4 0 1 1 JPROVIDE 2GYPSUMRE a 1 1 1 CEILINGABOVE BASEMENT ATTACHED (� OI Li r , o? OP 1® ti I C, TO THE UNDERSIDE OF THE JOISTS.OR ,, ao I U) r `/ DIRECT VENT I , ;0 I I zo TYPICAL INT.FOOTING/COLI cc HEATING SYSTEM ; ; ? O I ; ; x 30"x 30"x 12"THICK AS PER EXCEPTION#3-SEE DETAILS PAGE 8 ; I OJ CAST-IN-PLACE CONCRETE INSTALL IN COMPLIANCE I I o LL I I I Cl) M ' In W/RESIDENTIAL, ENERGY ' ' co Cl) I I , FOOTING&3-1/2"DIA STEEL ' E 8 , I COLUMN f- . &MECHANICAL CODEc f6 I I F BO40'-9 , " , , ° �•- I I 01 (bN j ° N MAINTAIN REQUIRED SEPARATION ' ' ' ' E r N `� ° DISTANCE FROM ALL HEAT i ' I 22'-4" I "' 8'0" 8'-2" 8'-2" 8'2" 8'-2" ' o •E 2 O c cut c PRODUCING EQUIPMENT TO GASo ° o a ` m c N �._ � � FURNACE I � � ' ' ccZ °' I I 1 1 I I 16 N C c•- N C c COMBUSTIBLE MATERIALAS PER I I I I ' PLUMBING NOT -S ° C n c m O Y ° MANUFACTURER'S SPECIFICATIONS ~ AND LATEST MECHANICAL CODE. 22'-5Y�' -- r.a u ° U U Bea Pocket(typ) I I E. n2 CL 0 -" ``-' --- -'-' -" ALL PLUMBING SHALL BE 0 2 3 r c'��3 I - _ 1 ' _ _ ____------a- ; 3 1-3/4"x11-7/8"LVL ; ; 3 1 3/4"x11 7/8"LVL shim as req'd I INSTALLED IN ACCORDANCE WITH o o c°i c o a L U O O N L c � a — �� rnw � rn VENTING OF EQUIPMENT ------ ------------------ ----------- ------ ---- - __ _ _ _ ( ) ( ) PART VII OFTHEIRC&NYS UNIFORM y �N• r _ c INSTALL IN COMPLIANCE WITH I ---- ----------- I -- L -------- ------�-- -------------1 -- I ----- - _-1------ ----------a I -- ---------- - CHAPTERS 24 FUEL GAS, ' I I c " J- -® -r- t T- ® -'- - - - -'- - ------ - ' ' CODE SUPPLEMENT' f0 m w m --� --------- '- ' - I ----------------------------------------- ----------------------• ,- a� c ...� O `o o I I II II II II 11 I I I I I I -------; I I I I I I I I I I , , , L L ' ELECTRICAL NOTE: U CU° U I -- i n u u u n i ' BILCO m Z.c.= Q r= c m =m o ALL ELECTRICAL EQUIPMENT 16 ° - m u _ _ H ° � c � HmE2._ aa M I , I , v n l n u u n n I I SC a� c o E m m-0 r� ° ° I AND WIRING SHALL BE INSTALLED L o c c t c a) ° _ -) ' DROP TOP OF CONCRETE i `O I ------ -- - - m 2x4 FRAME AROUND i I IN ACCORDANCE WITH PART VIII OF WINDOW WELL R310.2.3 I , AS REQUIRED FOR ' ' ' ' STAIRCASE FROM FLOOR O�' ' THE IRC. A MINIMUM OF 75%PF I I -- r �'`*, , HORIZONTAL AREA SHALL BE SWING DOOR, SEE PLAN , , i- I •-- --- TO CEILING. TREATED SHOE O : �b PERMANENTLY INSTALLED FIXTURES I I FOR SIZE , I 1n --A---- cn 07-, ,� W MIN 9'-0"SQ FT.WITH A MUST HAVE HIGH EFFICACY LAMPS, � O PLATE AND GYP.WALL BD O(7, � HORIZONTAL DIMENSION --------- INSIDE FACE OF WALL MIN. uJ W' `' tr OF MIN T-0"TO ALLOW FOR o o pCn cn Q c ATTACH RAILINGS.HANDRAILS X ; w EMERGENCY ESCAPE AND -, ------- , , MECHANICAL NOTE: � .0 o a I D O o O 34"-38"ABOVE NOSING. a- RESCUE. COVER PLACED c (2)ANCHOR BOLTS i i i ,p I -------- R THE MECHANICAL SYSTEMS SHALL OVER OPENING PER R310.4 E IN EACH CS-PORTAL ; ; ; N p --------- N BE INSTALLED IN ACCORDANCE WITH CD (6 O O O UNDER STAIR PROTECTION: L FRAME WALL ABOVE o '� _j I - - I I _j LL R302.7 1/2"GYP BD SHALL ALL MECHANICAL SIZING PER ACCA �_ O PART V&VI OF THE IRC. N "-- rn W UNEXCAVATED C4 LL BE APPLIED TO UNDER O — C F- SECTION-SEE , , , I , , TYPICAL GARAGE SLAB "' a '� a ``� N STAIR SURFACES. MANUAL"S"BASED ON LOADS BARS.GRILLES,COVERS R310.4 N C .� O DETAIL 3 ON PG 2 3'0" a , , "' CALCULATED PER ACCA MANUAL"J" 3 �_ 1n z 4" CAST-IN-PLACE SLAB , �- I SMOKE O I F , , oo BARS,GRILLES,GRATES OR SIMILAR a DUCT COMPLIANCE WITH MANUAL"D" r- -0 rn > W/6X6 W4.0 X W4.0 WWM ' ALARM S ' ' DEVICES ARE PERMITTED TO BE PLACED ^^,, Q PITCH SLAB-1/4"FT TO I OVER EMERGENCY ESCAPE AND RESCUE } C) LL 0 R303.4 MECHANICAL VENTILATION. ' GARAGE DOORS ' O I ' ' OPENINGS PROVIDED AS FOLLOWS: NET W DWELLING UNIT SHALL BE PROVIDED I I CLEAR OPENING SIZE COMPLYING _ N N ALARM ' ' Q fn W ---- - - , _y- -__-_, ---------,- ---; i WITH WHOLE HOUSE MECHANICAL WITH R310.1.1 TO R310.2.3 AND SHALL = 00 J I , •----- --------- ----------------------------- -------- ------------------------------ -------- VENTILATION IN ACCORDANCE WITH Z U BE RELEASABLE OR REMOVABLE W N r- N 1 o , SECTION M1507.3 FROM THE INSIDE WITHOUT THE USE -4j N (q ----- ------------------------------------ r — — — — — — — — r --------------------------------------------- • OF A KEY TOOL,SPECIAL KNOWLEDGE ROP TOP OF CONCRETE i i i PaRCFI SLAB-- , i OR FORCE GREATER THAN THAT REQUIRED AS REQUIRED FOR LEDGE FOR THE NORMAL OPERATION OF THE GARAGE DOOR,SEE PLAN ' ' ' ' I I ESCAPE AND RESCUE OPENING. FOR GARAGE DOOR SIZE i i i io, EXTERIOR PATIO SLAB in ' o LADDER&STEPS R310.2.3.1 6"4000 PSI CAST-IN-PLACE SLAB i ; i 10'4" ' ' W/6X6 w1.4/w1.4 WELDED WIRE MESH m WINDOW WELLS WITH AVERTICAL 22'4" " ON GRANULAR COMPACTED FILL. DEPTH GREATER THAN 44 INCHES --------------zi-------------- PITCH SLAB AWAY TO DRAIN SHALL BE EQUIPPED WITH PERMANENTLY EPS USABLE WITH THDE WINDOW N LADDER ORTHE FULL OPEN - .- .- POSITION. RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES SHALL PROJECT AT LEAST 3 INCHES ' I FROM THE WALL AND SHALL BE SPACED I I I Cheek Walls .___ :___ NOT MORE THAN 18 INCHES ON-CENTER I , I for Concrete C V stoop VERTICALLY FOR THE FULL HEIGHT OF c3 I I , And steps above THE WINDOW WELL. A-a M 1 I 1 I •------------------------------------- ----------------- -----------------------• � A FEa 2 1 2020 � o I I � � � � V --------------------------------------------------------------------- 8 Z .0 ct o IN ANCHOR EACCBOLTSH CS-PORTAL TYPICAL FOUNDATION - 8'-0" HIGH `'' IN FRAME WALL ABOVE IN ACCORDANCE WITH IRC CHAPTER 4 -o 00 0 SECTION-SEE C r+ � O ^0 TABLE R404.1.2(8): . DETAIL 3 ON PG 2 23'-8" 14'-6" 11'-8" 15'-2" „ �j •� 1 U 8 CAST-IN-PLACE WALL WITH �i ® � � " 654" 01 HORIZONTAL REBAR PER IRC TABLE o R404.1.2(1) - SEE DWG-1 NOTE #6. �QRc ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, J / 'ysj v 8'-0" FOUNDATION WALL HEIGHT TYPICAL ANCHOR BOLT - IRC R403.1.6 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE Mechanical Systems SHIELD, EXTERIOR DAMP-PROOFING, ALL err THE MECHANICAL-HVAC SYSTEMS FOUNDATION PLAN MAXIMUM SPACING: 1/2„ @ 72 O.C. EMBEDMENT OF 7FOUNDATION FOOTINGS TO EXTEND TO SHALL BE DE AND INSTALLED - � IN ACCORDANCECE WITH ” WITH NUT & WASHER. WITH PART-V SCALE: 114" - 1 -O�� VIRGIN SOIL & BE FULL HEIGHT OR STEP 2 BOLTS PER PLATE AND HOLD AT LEAST � MECHANICAL OF THE IRC 2015 ONE BOLT - 12" MAXAND 3-112" MIN OFFFOOTINGS 1V TO 2H . `� 01� ,� 41- ENDS OF PLATES. -� : F t4 UJ U R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier cu between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. E 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 65'-0" 1.1. Vertically at the ceiling and floor levels. 17'_5° 47'-7" UJ 1.2. Horizontally at intervals not exceeding 10 feet. 3'-4" 10'9" 3'-4" �" /"�4 O 2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. . '�• 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7 28'-0" 1 T-4" '"' 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 4„ •- floor level, with an approved material to resist the free passage of flame _ 6X6 PORCH POST FINISHED and products of combustion. r �T7V3 52 I TW3052 , WITH 1"AZEKTRIM S2 Cr 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 22x10 2-2x10 6. Fireblocking of cornices of atwo-family dwelling is required at the line of \ _ 3 2x10 � 0° dwelling unit separation. I `�. I 3 2x10 , , N II . I 2x 10 RAFTERS N " 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral 16"oc o wood or glass fiber installed securely in place or 1/2"gypsum board. I 2XIO CEILING JOISTS @ 16"oc I I x4 COLLAR TIES @ 48' oc I r (3 COVERED Pre-Fab/ Factory Built Fireplaces I BEDROOM #1 I WOOD LANDING w o MASONRY ; o N q &STAIRS& PATIO r In accordance with IRC code chapter I I 9'-0"CLG HT o I R LINGSAS MASONRY ¢ " co -___ RCODE ' f 00 _J " 10, factory-built fireplace Inserts shall 1 X I ---_____ PATIO °° � �- be UL listed and labeled and shall be I N ( F I ; ; X z N V II installed in accordance with the N - N FRAMER TO VERIFY CENTERLINE OF conditions of the listing. Factory-Built I I , 2x 10 RAFTERS c(D 16"oc I WINDOW OVER KITCHEN SINK WITH fireplaces shall be tested in accordance I 2X10 CEILING JOISTS @ 16"oc I 4'-8" KITCHEN LAYOUT PLAN PROVIDED EQUAL EQUA 2x4 COLLAR TIES @ 48' oc BY BUILDER. .I with UL 127. Hearths shall be installed in I I I -------------------- I --------------- ---=----------- accordance with the listing of the I - - - - - - - - - - - - - - _ " Tw2636 2 FWH6068PALR ' i FWG100 8-4 SAAS ) J O Fireplace & in accordance with IRC code rt I 2'-a° -- - V for Hearths & Hearth extension. I 9-1x4,'LVL (2) -3/4"x -1/4"LVL All Fireplace shall be equipped with an 1s'-6" 0 s 11,/„ N I ; 10'4": (2)1-3/4°x 14"LVL exterior air supply. Exterior air ducts I w 3v�" / 3 z" I I \ �- W shall be UL listed. Factory Built Chimneys I 0 M s� / �; I ko I I o N o `, z shall be in accordance with IRC code chapter I � KITCHEN II N �; 10 Section R1005 Factory Built Chimneys. I ry N ' °° / � ' Z-) 9'o"CLG HT a N 41'-0'/x' � ' O O I � / V /_� Z 2'-6" 2'-6" 2'-4' 11 0 ' cn � `� U cJ7 = FAN I / FAN I w ° FAMILY ° LLQ d U ¢ ROOM PREUL IFABDGAS F REPLACE � 0 CODE COMPLIANCE STATEMENTS: ® I 2x 10 RAFT 1s' ° ® I Cn I W 2x 10 RAFTERS 1 ' c co , F- D H @) u) 9'-0"CLG HT GLASS DOORS& 0 00 2X6 CEILING JOISTS 2X6 CEILING I 16"oc � o o z X @ q ¢ w HEARTH EXTENSION r U �- 1. The windows selected for this project shall meet I N 2x4 COLLAR TIES @ 4 "oc 2x4 COLLA T 8"oc > io w U I > Ln O AS PER RESIDENTAIL the egress requirements of R310. I = 10'-0" I 6'-10" / 5'-0" = � J VENT EXTERIOW CODE-CHAPTER R 2. All windows shall meet Section R308 Glazingand " 3 6" o _J I Z o g = co �, R308.4 Hazardous locations. i BATHROOM S'/�I \0 I r 5'� X � � `" -co-: 3. Windows were required shall meet the Window Fall 9'-0"CLG HT N� 0,I I � rZo o o J I _ D) Q7 N protection requirement R312.2. I I ;�� v a C) � I .Lo o ° N r I U N G ° 4. Bathroom windows shall meet the hazardous I KNEE WALL -- },�� / 10 o II M M ? I I o N C z o c glazing requirements as per R308.4 0 / ca `° `° I ~ M X I� X `° C 5. Stairs, landings, railings & guards shall comply `° I A"` / u' CLOSET W N Cl) I �* 2 o.a `a ° vi ° ° N .2 N C O'Q O O N N O ih W 8'-� NI � o3a3o3 with R311 & R312 6. Outside lighting shall comply with RE 3803.3 I I / ¢ 2-2x10 (2)1-3/4"x 9 i! LVL DROP 3'-0" o o `g o c a @ s 7. Stairway illumination shall comply with R303.67 N and R303.8 I / N B NCH °' 2'-0" 3'0" ; i i I O 2X10 t2 co 5= N o 'C° E 8. Fireblocking shall comply with R302.11 thru R302.11.2 I HALL o s U ° c ° 0 L E ° ° � � N 1 I I I I ° w D �`�� m C C) �•U C a 9. Draftstopping shall conform to R302.12 thru R302.12.1 1 I / 9'-0"CLG HT °° �° s ° e N C 1=0 O 10. Flame spread and smoke-developed index for walls M _ _ _ 2x10 RIDGE _ - _ - U ceiL,� _ ; . t o ='a j s i? E and ceilings shall compy with R302.9 thru R302.9.4 I I \ CQIL ° cNTR/ -------- -------- - �- ° y E ° CABS 0 ° R302.5.1 OPENING PROTECTION. \ i�l `� °P -------- U_ /! co 11. Flame spread and smoke-developed index for INSULATED SOLID CORE r N `" -------- > o o insulation shall compy with R302.10 thru R302.10.5 I STEEL DOOR 20-MINUTE \ w `•° I '-6" 2'-6" 4'-0'± FIRE RATED DOOR. I00 00 -------- 11. Recessed lighting fixtures rated for ------ - FIRE ? 'o W �, STUDY i E a, membrane penetration shall meet ASTM E 119 W/SELF CLOSING DEVICE. \+�p� W o s 9'-0"CLG HT o -1 and Fire Stopping as per ASTM E814 or UL 1479 I \fir gLL A LL ________ �„ N N CZ 12. Exterior Decks shall comply with R507. ICD 4- o w \ °o = 7'8'/," s'-8Y., °' 11'-1'/" N ri o - oZS C F- 14'-6" N CD O O Q UJ 5'/z" ; `� 3�/.. ¢ N 3'/z cV c� 3'4" 5,/,. , 3 a�'inn z GARAGE \� \ PANTRY '� UP � `- N LAUNDRY >- ❑ U_ CI Q DWELLING GARAGE ROOM 16R to W SEPARATION IN, \ \ 0 4 4" EQUAL Cl) EQUAL < _W N N ¢ (o ACCORDANCE WITHQ O O t11 a IRC TABLE R302.6 ` 2 2x10 2-2x10 2-2x 0 -2-2210 z � CO Q SEE DWG-1 FOR TABLE UJ N "' Q N tU X INSULATE WAL4S i N COMMON WITHILIVING U v ifl X TW3062 TW3062 O o TW30 TW3062 R312.2 WINDOW FALL PROTECTION NOTE: I`- M AREA i \ I 14'-s'/," I 5' io" 2x 10 RAFTERS @'I6"cc 2x 10(RAFTERS fcD 16"0c I I = U MASONRY I TOP OF THE WINDOW SILL SHALL I v 2X12 CEILING JOISTS 16"oc o @ l N cr COVERED N I H 2X12 CEILING JOISTS 16"oc I N W En PORCH N BE A MINIMUM OF 24"ABOVE THE FINISHED 1 2x4 COLLAR TIES @ 48"oc 2 2x4 COLLARTIES @ 48"oc W FLOOR AND GREATER THAN 72"ABOVE THE ; c" I I T_ BLUESTONE FIN. FINISHED GRADE OR OTHER SURFACES I I N I I X N 3-2x10 i BELOW ON THE EXTERIOR SIDE OF THE BUILDING. SHALL COMPLY AS FOLLOWS: I I I I y I ~ II R312.2.2 WINDOW OPENING CONTROL DEVICES: ' WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000. THE OPENING ------- ---------------- rn ; , PERMA-CAST � N 5'-2" 5'-2" DEVICE AFTER OPERATION TO RELEASE THE I �� ,. COLUMN DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING I 2x10 2 2xio I a AS REQUIRE TO MEET EGRESS R310.2.1 O L - - - - - - -TW3062 - -TW3062 - - - - - - - + ►� ¢ v WINDOWS, EXTERIOR FRENCH & SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash Model Numbers and shall be In accordance with IRC R609 4'-10'/a' s's" 5'-7 7/16" 4'-1'/e" 10'-7 11/16" 10'-9 3/16" 4'-1'r" s'-1 7/16" o To be designed & installed as per manufacturers 23'-8" 41'-4" o � M specification for 140 ultimate design wind speed �r, �o 44 and IRC Table 301.2(2), 301.2(3) 65'_0" O Provide HP LOW-E4 glass; U = .30, SHGC = .29 A_ v EGRESS: shall meet R 310 peye WINDOW FALL_ PROTECTION: shall meet R312.2 Substitutions made upon meeting Code. 9'- 0"' PLATE HEIGHT A O Smoke Detector See page one, general notes for additional AREA SCHEDULE 1ST FLOOR PLAN S Carbon Monoxide Detector code requirements. NAME AREA co O Refer to DWG-1 General Notes SCALE: 1/4" = 1'-O" FIRE BLOCKING SHALL BE INSTALLED �a FIRST FLOOR AREA 1955 sq ft. r cn In accordance with Section 915 of the IN ACCORDANCE WITH IRC R302.11 � pjg0�,0 G� GARAGE AREA 590 sq ft. 2015 IFC as amended by the NYS THRU R302.11.2 AND DRAFTSTOPPING uniform code supplement PER R302.12 THRU R302.12.1 `: Qr N ��, Ur O L QJ 3 LIJ 0 U a1s r 00 tV CV S7' C7 r M C!1 36'-7'/z" 7'-5/2' 11'-8'/:" 11'0" 6-5'/i' Ldp w TW3046-3 TW3042 TW3046-2 LO ?------- --------------------------- -------------- -L �------------------ ----------------- ---------- I 32x10 22x10 22x10 I J O ------ ------• -------- ------- ------ ------- -r FAN ry 14141 12'-0" I 1 5h/z" 3'/z" 5'/�" I M U O (O O O U W O U c q I I I I I I II O c h O II I I I II I (TO @rt �1� Z) U) n I z En� o T / co \ (D LL II I N BEDROOM #2 N w o W oLLI BEDROOM #3 I Q O I 8'-0"CLG HT ih L C7 W LL -' I ' ` z g 8'-0"CLG HT I v 7 II , ' --------------------------- ------- - ' 1 II 1 II JJ JJ I U z _____________ __ ___ ' I I ___________________ ____� -Q O u I ;- - I II I Wv -----• 6'-10" 2'0" vL I LO II I ' I I I I 11 i N C)�' I I p N CID�} N N ; ; WET BAR N N O I I 00 "-----1-�-• Lf) I QQ' i30"�22';ROi ?W W ------------------------ -----, q 'min %{�CtIC ' (.� I W c It I I I o 0 0 0 J ' ' „ 5'-8'x" 13C.'CBSS . ® ® o cW, w w Z ,o I ' I II I ` ----- I C Q�' = N N I L i I 5811 2'-6.1 2_611 w I F-XO o o T"'. O 81-01, I ~ =U F=> G7 N Oq� O QO ' " n `Y I c0 O 3'6" FAN in I Q I =Zw a� @ ct ° o u cco `_n > 14' ccZ 0 0m II `---__ -----------------------, I ® I F-C W _ `•- V N O U C N U C It - -- - , I I p c7 e0 M (V 1 " J W C I 'O O N n' O O O C N q ' I 10'-10/z �Qfn c . 0 V, 'M �w �.�t `o w ' — - — - - 0» - — - — - - - — - - - 2x12RIDGE- - — - — - — - — - — - - - I O ca aui c o C o ui m a „ l -GOARDRATC - Q I— 'o.o u w u ------- ------- I ----------------------------- n 2-611 I c o w » nY 3 u _ q -----------y'-'�-��'� I I I I I I I I I tD I O \ •-' W•- 3 c c R O N ------- L��1�� '- _ -' u / \ I 1 I I I I I e / \ e N Vl c O I6 LT O C u I \ I c w 0 v I I I I I I I I I II I I I I I I I (7 O O L..... •C n I / I \ 2'0" cV 0 0 0 0 o au 0 0a O- N I DN 2''6" \ l C y O m� - � � y 0) 1 I I I I I I I I I S I I I I I I I \ O u C � _+--. I `-- --' �- -- - - - -----' II / I \C�+ I I I I , \ LL•C C N y -O �. I I I I I I I I 1 -- -------- ----� II / \ ... rL c � r O O c U 0 W d/ O o I UC o CT uaw - o Et \moo I I 1 I Q 5'0' I -------- ^O/ W ,O CO.N r0 C E 2 w. C cLc u GUARDRAIL O `1i/\ra O \ I u- u In E c 2 m E o 0 0 I ' I �/ I 'B€AR/NG ------- u ° O FLUSH LVL TO \ I `m�+ 'c c u o L --------- , u �\ N - Q to C N N O /\a x WA L -------- = �m N T�7 I s o c� o L c 0 o v I = F N k SUPPORT RAFTERS / /\p I --------- ; I x d I— u w m F- cu E o.= o n „ I / �� (2)1-314"x11-7/8"LVL �_BEARING N \°7 I II ' -------- --------------- I --------- 11 II = I / \ - -F-- - --- / WALL \ 1 �•-• ----------------------- I I I 2x10 RAF ERS CcD 16"oc W -W " 2 \ -------- w O- 2x10 RAFT RS (x716"oc� I w q I I / 1 2x4 COLLA TIES @ 48"oc -------- z g below @ i a „ � ' ----------- - , I ° 2x8 CEILIN JOISTS 16"oc J� e / 2x4 COLLAR �ES S 48'soc o I \ w � � q I e q II --------- , I ' II h . ' \ W0 / I I i LIBRARYN X N NOTE: / BEDROOM #4 I ► o c o 8' 06 W 0"CLG HT \\ `~ 6'-6" h // '- I O C I- I 8 0"CLG HT _ PLATE HT \� I N c .2 O ZT N z 5Yz I 3%"1 1 3'/" I 5'/zlll T_ -0 C > I I I I 2-2x10 I 3-2x8 1 2-2x1 I I D W Q W „ ----------- ' I7 -- --- --- -- -------- „ Q � C:) L]j a-------- ----. ----------------- ------------ -- -- ------------ ---- -- --------- -------------a - — ---- _ — — _I _ — _ _I — _ _ 1 - --- -- -- ---- - I TW30410 � TW30410 1 TW3032 2 I TW30410 I TW30410 � � � � J Q WN . U r- N Cl) 41'-11'/2" SOLAR ENERGY SYSTEMS (R324) A SOLAR ENERGY SYSTEMS SHALL COMPLY WITH IRC SECTION 324, APPENDIX U U� & NYS SUPPLEMENT. SYSTEMS SHALL BE ROOF PLAN LISTED AND LABELED WITH UL 1741. SCALE: 1/4" = 1'-0" PANELS SHALL BE LISTED AND LABELED WITH UL 1703. w o R312.2 WINDOW FALL PROTECTION NOTE: 2ND FLOOR PLAN SOLAR READY ZONE: Q�) IN ACCORDANCE WITH IRC CODE APPENDIX IU TOP OF THE WINDOW SILL SHALL SCALE: 1/4" = 1'-0" o & 2015 IECC APPENDIX RB BE A MINIMUM OF 24 ABOVE THE FINISHED OC FLOOR AND GREATER THAN 72"ABOVE THE AREA SCHEDULE O THE TOTAL SOLAR-READY ZONE AREA SHALL BE � x ' `I FINISHED GRADE OR OTHER SURFACES NAME AREA ct NOT LESS THAN 300 SQUARE FEET NOT INCLUDING BELOW ON THE EXTERIOR SIDE OF THESECOND FLOOR AREA 1163 sq ft. _�r ACCESS OR SET BACK AREAS AS REQUIRED BY BUILDING. SHALL COMPLYAS FOLLOWS: ��yEp a�C THE IRC AND NYS SUPPLEMENT. R312.2.2 WINDOW OPENING CONTROL DEVICES: J 111" ROOF AREA ORIENTATION SHALL BE BETWEEN WINDOW OPENING CONTROL DEVICE SHALL ,IfQ �? . .�► � 110 - 270 DEGREES OF TRUE NORTH. Smoke Detector COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE Carbon Monoxide Detector CERTIFICATE REQUIRED PER IECC APPENDIX R6103.8 DEVICE SHALL ALLOW THE WINDOW TO co Refer to DWG-1 General Notes FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 In accordance with Section 915 of the 2015 IFC as amended by the NYS uniform code supplementN'r0i hfE�"� E LLJ U d' r ..� s u U CONT.RIDGE VENT CONT.RIDGE VENT , O2) 12 12 5.5+/- a 12 ASPHALT SHINGLES L 61, 12 ' ` • 12 _ TOP OF PLATE N CONT.RIDGE VENT _ cf• i - d i I CONT.RIDGE VENT i _ ® 12 r i 12 Cfl 1 Efflo Bo ASPHALT SHINGLES 1'-0° 1111111112 7 GUTTERS&LEADERS i AS REQUIRED TYPICAL _ TOP OF SUB_ FLOOR }' TOP OF PLATE 1111111111111 TOP OF PLATE Z I TIM TTI 6X6 PORCH POST FINISHED WITH 1"AZEK TRIM ®'® J T ...� O ® ® °' = r I-J-11-Li IIIIIII I I I I I I I Y1111111111 IIII IIIIIIIIII Y1111 JillEXI MIM TOP OF SUBFLOOR- TOP OF SUBFLOOR �-- --- — --- P.C.SLAB ON GRADE - -- --- TOP OF FOUNDATIO TOP OF FOUNDATION Z FINISHED GRADE , t I I I I I I I FINISHED GRADE ' O O I �-----. •-----� I I I I ! I I I I I I I � � I i i I I I I o I ! I I I I I I I I I I ILo 1 o V t II I I I co I ' I I I I I u `-' I I I oo T– II i I I I LJ LJ LJ I I I 000 I I I I I i I I I c� - - -- - - - - - - - - - - 1� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� --TOP OF FOOTING __ C� _ _i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - �- - - - - - -J�— -TOP OF FOOTING N E,s � � y LEFT ELEVATION M6 2 SCALE: 3/16" = 1 '-0" E L 0 N� � � rn o c m c y o REAR ELEVATION 0z° CID SCALE: 3/16" - 1 ' .sl ` Z5 —0 � O.� �.� U w U 0 0 tIi U C d V O 0 0 `Y 'm- a o o c 3 c c 3 O L �AID� upp�.o 3 L o O O [1 N O O d U N._�L.. C N d, - N w N L U, L a� CLZ = N t O C O CONT.RIDGE VENT TOP OF ROOF U G o Q o o- o ` L O O C L C E U O d - _ _-_- L� N L vi'O OU c __._ _-_ _ O � C� Q t4 C Q7 C N O m e aEm o IL cu cn cu 5- H m E n.S o a i 1 1 1 12 2. 12 GUTTERS&LEADERS E 12 D AS REQUIRED TYPICAL � � O ❑ TOP OF PLATE — _ 12 -- ---- ----- - ---- - ---- TOP OF PLATE o 06 c H _ TOP OF PLATE_ TOP 12 �`I 3 �.2 0 CONT.RIDGE VENT -_-—— -T I FT c/) > 12 7� ¢ W 00LLLL �1-8' \ ADJUST HEIGHT OF WINDOW °° ❑ � � J o TO ALIGN WITH FRIEZE TRIM Z W N r- `� IL_ U I I -- -- - ] Ili I I I I I I I I 1 12 12 2 a N Uj OF SUB-P-LAT FLOOR — - TOP OF_SLE BFL O 4+/ UB TOP TOP OF PLATE TOP OF PT — _ -— - - -—- —-—-— -—- - CEDAR PERFECTION 6X6 PORCH POST FINISHED h'� ® WOOD SHINGLES a WEAVE CORNERS - o T AZEK TRIM I N I 1 1 I I� r i _TOP OF_SUBFLOO — _ Hill — TOP OF SUB_ F_LOIOR W TO OF FOUNDATION TOP OF FOUNDATI_ N TOP — —-— — —_OF FOUNDATIION , !c `./ FINISHED GRADE , , , , , , , 1 I -- , '- . . I I I O SPLASH BOARD PCSLAB ON GRADE - - I I I I I I I I I I I ` --"" ' I I I 1 1 I I I I o 1 I I EMERGENCY ESCAPE - { I AND RESCUE ; ; WINDOW WELL I I I I I I I I I I { I I I I I boI^•�,/ .- ' WINDOW WITH WELL TYPICAL I I I o I I I II II t I I 1 1 I L _ _ _ _ _ J I LJ I V Aoo ,� 0 TOP OF FOOTING I 1 1 I I I �/ o `z r ' – - - - - – – - - - – – – - - - - - - – – - - -i– - - – - - - - - - - - - –i '- - - '–' - - - - '–' - - -' � - - - – - - - - - - - - - - ' --- ' – – – – - – – – – – -L – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – –' _ _ _ _ _ _ _ _ _ _ _, TOP OF FOOTING w - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C - - - - - - - - - - - - � -- — — �n Boa! PSD AR O RIGHT ELEVATIONif FRONT ELEVATION _ SCALE: 3/16 = V-011 4 T�. _.. a10. .�a , :: . 1 14 VENTS: 4"VENT THRU I 4"VENT THRU R302.13 Fire protection of floors. O P3103.1 ROOF EXTENSION ENGINEERED FLOOR JOIST UJ C1 ROOF ROOF Floor assemblies that are not required elsewhere in this code to OPEN VENT PIPES SHALL WITH A MINIMUM FLANGE be fire-resistance rated,shall be provided with a '- EXTEND MINIMUM 6"ABOVE OF 1-1/8"X 2"WIDE. , Q1 /z-inch gypsum wallboard membrane, THE ROOF OR 6"ABOVE THE 'ZS ANTICIPATED SNOW ACCUMULATION. 1/2"THICK GYPSUM ADDITIONAL FIBERGLASS BATT INSULATION /inch wood structural panel membrane, I I BOARD LAYED ON IF REQUIRED TO COMPLY WITH ENERGY or equivalent on the underside of the floor framing member. _ I ++ __. . P3103.2 FROST CLOSURE: TOP FLANGE WITHOUT CODE.REFER TO RES-CHECK OR HERS r CT SZ 2" ' 1 2" --'- ' I WHERE THE 97.5%VALUE FOR ANY FASTENERS. REPORT FOR INSULATION REQUIREMENTS. Penetrations or openings for ducts,vents,electrical outlets, , + -'► lighting,devices,luminaires,wires,speakers,drainage, .v OUT-SIDE DESIGN TEMP IS 0 DEG F piping and similar openings or penetrations shall be permitted. r 3++ OR LESS.VENT EXTENSION THROUGH NOTE: 1 i A ROOF OR WALL SHALL NOT BE LESS INSULATION OMITTED tions; I ; THAN 3"IN DIAMETER. ANY INCREASE FOR CLARITY.REFER TO Exceptions: UJ + + I + IN SIZE OF THE VENT SHALL BE MADE ENERGY COMPLIANCE 2"BATT MINERAL WOOL INSULATION LAYED ON TOP FLANGE WITH 1. Floor assemblies located direct) over a space protected b an �. NOT LESS THAN 1 FOOT INSIDE THE DOCUMENTS � automatics sprinkler system in accordance with Setion P2904y I I THERMAL ENVELOPE OF THE BUILDING. INSULATION STAY WIRES 24"APART auto atic or other approved equivalent sprinkler system, 0 p TUBI WC LAV LAV I STALL WC LAV I WET BAR MANUFACTURER:"ROXUL" •U SHOWER I SHOWER I FIRE PROTECTIVE OPTIONS 2. Floor assemblies located directly over a crawl space not intended i FOR I-JOISTS FLOOR SYTEMS for storage or fuel-fired appliances. 7 COMPLIANCE WITH:R302.13; FIRE PROTECTION 3. Portions of floor assemblies 2ND FLOOR 1-1/2" I 1-1/2"1 1-1/2" OF FLOORS: EXCEPTION:#3. shall be permitted to be unprotected where complying with the following: rat 3.1.The aggregate area of the unprotected portions does not exceed,! R302.13; FIRE PROTECTION OF FLOORS: 80 square feet per story 2" 3„ EXCEPTION:#3. 3.2. Fireblocking in accordance with Section R302.11,1 is installed along 1 the perimeter of the unprotected portion to separate the unprotected 1. THE AGGREGATE AREA OF THE portion from the remainder of the floor assembly. f •� UNPROTECTED PORTIONS DOES NOT -O 1 2„ EXCEED 80 SQ FT PER STORY 4.Wood floor assemblies using dimension lumber or structural composite U 1 3" i' lumber equal to or greater than 2-inch by 10-inch nominal dimension, 2„ ___ --) 2" 1 � � �------�--------'----- 2. FIREBLOCKING IN ACCORDANCE WITH or other approved floor assemblies demonstrating equivalent fire performance. ' -- ;- - _ I , ; , , SECTION R302.11.1 IS INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED oa 'r PORTION TO SEPARATE THE UNPROTECTED04 3"1 I PORTION FROM THE REMAINDER N Sink WM DW Sink 1 LAV WC STALL i LAV LAV WC STALL WHIRL OF THE FLOOR ASSEMBLY. I SHOWER SHOWER POOL I I TYPICAL SOFFIT CONSTRUCTION. 1 I 12" overhangs-typical FIRST FLOOR n 1-1/2" F1-1/2' 1-1/2" 1 6" Wood fascia & 6" Wood rake boards. 1 1/2" 1 1/2"I Trim in aluminum or use "azeku or equal L�42" 3" 2" 2" Metal drip edge per IRC R905.2.8.5 3" I 3" 1 Fully Vented Vinyl Soffits z I 3„ Q 1 TYPICAL EXTERIOR WALL I I2x6 Doug-Fir Wood Studs @ 16" oc. m J 1 I Double top Plate and Single Sole Plate. 1 4+' FAI TYPICAL ROOF CONSTRUCTION 1/2" exterior Grade - Span Rated " 3" t 3" Class AAsphalt Roof Shingles w/ Continuous StructuralI wood Sheathing. V p Y g CO co fasteners per manufacturer's specification Fastened per Fastener schedule. CONNECT TO A NEW and IRC 2015. �'- SUFFOLK COUNTY DEPT. Ice &Water barrier as per IRC section R905.1.2 tyvec House Wrap or equal. r 0 4" OF HEALTH APPROVED (Note: Double underlayment is required Vinyl or Wood Siding as per clients selection UJ SANITARY SYSTEM. for Roof slopes between 2 on 12 and 4 on 12) installed per manuf specs and IRC code. z D (/) Framing As per plans with 1/2" exterior grade Cont. load path strapping installed in accordance Z 0 LJ._ span rated structural plywood Sheathing, Nail to framing in accordance Fastener with drawings. Provide Fire Blocking in accordance 0 0 0 PLUMBING RISER DIAGRAM- Schedules &Strapping per detail sheet(s). with IRC R302.11 & R302.11.1 and = Not to Scale Flashing per IRC R905.2.8 Draftstopping per R302.12 & R302.12.1 V (� Z TYPICAL FLOOR CONSTRUCTION -n 3/4" Plywood Span Rated Subfloor, 00 (� Glued and Nailed in R905.1,2 ICE BARRIERS; CONTINUOUS RIDGE VENT accordance with the fastener schedule. SELF-ADHERED POLYMER MODIFIED RAFTER/CEILING JOIST HEEL Floor joists and Bridging as per Code. BITUMEN SHEET USED IN PLACE OF RIDGE BOARD JOINT CONNECTION E•N NORMAL UNDERLAYMENT AND SHALL BE NAILED `o o `n EXTEND FROM THE LOWEST EDGES OF 12 R802.3.2 COLLAR TIES TOGETHER IN ACCORDANCE TYPICAL FOUNDATION CONSTRUCTION = �, m o a o ALL ROOF SURFACES TO A POINT NOT — — _ — — — — — — — — — — WITH TABLE R802.5.1(9) in accordance with chapter 4 = L (p L r — SHALL BE NAILED with 4-10d w a u rn E 0 °o LESS THAN 24 INCHES INSIDE THE 12 BOX NAILS IN ACCORDANCE (SEE DWG-1 FOR TABLE) p a E c,ot O m t T EXTERIOR WALL LINE OF THE BUILDING. \ WITH FASTENING SCHEDULE WITH SIMPSON H2AAT EACH 3000 psi Air Entrained cast-in-place concrete =c z a ° U 9 - _ 9 ON ROOFS WITH SLOPE EQUAL OR GREATER 1 -� RAFTER TO STUD. o w u °y' rn 6 L =a w THAN 8/12,THE ICE BARRIER SHALLALSO BE wall on cast-in-place Concrete Wall Footing per = r t: T_;S ° �a m c o•� o '� � � o APPLIED NOT LESS THAN 36"MEASURED ALONG \ \ R403. Refer to Foundation Plan for footing size' �' °'0 `o r' 0-0 ui v "Y THE ROOF SLOPE FROM THE EAVE EDGE OF THE 12 R402.2.3 IECC;EAVE BAFFLES c n L w Y >n a Y thickness & Horizontal and Vertical =�' _ _ _'5 � o = 3 BUILDING +/_5 5 SHALL BE INSTALLED IN VENTED ATTICS. w y o 3 - E 3 0 2x4 CT @ 48"o\c \ A BAFFLE SHALL BE INSTALLED Reinforcement per IRC Chapter 4. & gen note #6. o o s ° N w ADJACENT TO SOFFIT AND EAVE VENTS Damproofing = a - �'` \ \ oofin per R406. 2- 2x6 approved �' °' AND EXTEND OVER THE TOP OF THE p g p pp N �.`.E;: f0 ` lin o•- - \ \ ATTIC INSULATION treated Sill Plates, Sill Seal And Termite shield per a� o o= 0 o M \ \ Section R318. Anchor bolts per Foundation Plan y E o N and R403.1.6 CE �� z:=. <0r_W8 o mco.Em mam " �wE _ _ — TOP OF PLATE H � �ma � mEo-.Eoo. INTERIOR WALL FINISH R-30C BATProvide 1/2" Gypsum Wall Board ceilings T Yp oaron ceg INSULATION �, ® ® ® . •2 LAPPED JOIST and walls except basement walls & clgs - unless 2X8 LEDGER BE NAILED with 4-16d LAG SCREW TO ON NAILS IN ACCORDANCE doted. Min 1/2" Moisture Resistant Wall Board on STUDS @ 16"OC ABLE R802.5.1(9) Ceiling and all walls in Bathrooms (humid areas) HA EECD OOMGR@AH00 and 5/8" cement board on walls and ceilings in wet areas. o 2 RAFTER BEDROOM #4 ' N 05 un LU I 1i E ] ]�� Provide 5/8 Fire Rated gypsum wall Board on walls o __ 06 � I-_ BEDROOM #3 and ceilinglocated as per code, manufacturers N co c ° O ENGINEERED ' _ p ?: CM N Z 12 FLOOR ! requirements and drawings. d' 2x6 Rafters 16"oc 4+1- JOISTS -1 } Q : Q Q 2x4 Ceiling Joists 16"oc TOP OF SUBFLOOR _ TOP OF PLATE INSULATION SCHEDULE _ LQ N N w - — - T- - - - shall comply with Res-Check Z > T- o Q VINYL SOFFIT ON insulation requirements of 2015 IRC & Q N FURRING STRIPS the 2017 NYS IECC Supplement ® ® Location R-value Thickness R-21 BATT _ Flat Cig * R-30c 10-1/4" COVERED STUDY FAMILY INSULATION oM.y Vaulted Clg R-30c 8-1/4" PORCH 21 BATT ROOM Floor(unheated space) R-30c 8-1/4" INSULATION Floor(outside air) R-30c 8-1/4" ENGINEERED Exterior 2x6 walls R-21 5-1/2" FLOOR FSI JOISTS air seal walls to pass 3 air changes per hour F+� _ TOP OF SUBFLOOR Above grade attic walls R-15 3-1/2" Foundation Rim Joist: R-30 - closed cell spray foam N _ TOP OF FOUNDATION _ U = .30 SCGH: .30 [� � ..,, — — — - — All Glazing :a °fig0 C:-30C BATT a°° Doors-less than 50% glazing U = .40 U ,• a , LVL GIRDER d Door-more than 50% glazing U = .30 SCGH: .30 n INSULATION W �♦ 4"� � R-11 BATT ° * R302.13 FIRE PROTECTION OF FLOORS: If part or the entire attic well be decked over with plywood, F"� d PROVIDE 1/2"GYPSUM BOARD ON ENTIRE "; INSULATION I--I G DRAPED ONq the ceiling joists must be deep enough in order to fit the > �, CEILING ABOVE BASEMENT ATTACHED -• TO THE UNDERSIDE OF THE JOISTS.OR �If WALLS ,L 00 batt insulation so that it is not compressed. If not then AS PER EXCEPTION#3-SEE DETAIL ABOVE ' C3 bA d♦ Clg Jsts will have to be built up or upgraded to the next size. pQ •� o ... d, 4P UNFINISHED i+ •� TYR BASEMENT SLAB Ili BASEMENT ;.: Other Specifications: a/ o �, s TOP OF FOOTING • z 100% high efficiency lighting (CFL's or LED's) All Energy Star appliances U R403.6 Mechanical ventilation shall be provided that SECTION •- A meets the requirements of section M1507 of the IRC SCALE: 1 /4" = V-011 R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a `� . �,�, r�s�10 certified third party rater. =, 0;,r��°� 1 IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-A 1-13 1-C 2-1 2-2 2-A 2-B E O TABLE R602.10.4 page 185 BRACING METHOD CS WSP CS WSP/GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP ^ V BRACE WALL LINE SPACING(FT) 13 23.33 20 23.3320 17.4 40 40 23.33 23.33 34 34 Z3 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 48" 27" 27" 27" 48" 27" 24" 24" 24" 24" iT TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 11 10 11 5 9 35 9 6 6 8 8 r '^ V UJI TABLE R602.10.3(2)Page 181 WIND ADJUSM ENT FACTORS a,b,c ^^'^^""�""-^ F. 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 r E V 3. WALL HEIGHT .95 .95 .95 .95 1 1 .95 .95 .9 .9 .9 .9cli , i ¢ 1 1 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 1 1 '"' ®°'°' • � m l v I J 5. ADDITIONAL HOLDOWNS � m I O L 6. GYPSUM BOARD OMITTED 4'-0" 17'-5" 39'-7" 4'-0 '- 7. GYPSUM BOARD FASTENING .7Ns D Cy ! 4'-0" RESULT REQUIRED BRACED WALL LENGTH (FT) 4 16.7 15.2 16.7 8 11.7 31 11 5.4 5.4 7 7 V TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) r- 00 CV I ' PER PLAN BRACING LENGTH PROVIDED (FT) 5 20.91 22.75 21.3 15.75 19 37.5 17 17.5 19 12 12 N 4'0" 4'-0" I COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y C) a.Linear interpolation shall be permitted c j b.The total adjustment factor is the product of all applicable adjustment factors. CS-WSP CS-WSP 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE ABBREVIATIONS; BWL=BRACED WALL LINE, OF WALL ' " ( SHALL BE OFFSET NOT MORE THAN 4 FEET. , BW=BRACED WALL, 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SEC v v v CS WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. z CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEE it FROM EACH w END OF A WALL LINE BWL 1-1 I 7. THE DISTANCECED BETWEEN ADJACENT EDGES OF BRACED WALL M Q I i PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE W R602.10.2.2 J I4'4" 4'-0"01 ' O U ' mJ r N 1'4" 33'-11'/2' m ' W O 2'-81/16 5'4,/" 6'-3 3/16" 1 ( n � a � I 3-3�h'" �.J M LL I ch 1 000 Cl) CS WSP CS-WSP I CS-WSP CS WSP CS-WSP CS-WSP CS-vvSP a. LO o o Cn a I U) p /'1r\ lO� BI I BWL 2-1 rn WL 1-2 `.J - - - - - - - - - - - - - - - - - - - - - - - - - - � 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I-- - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - � - - - - U) o GB GB I I SIMPSON DTTZ2 »- c E.N HOLDOWN ALLOWABLE 0) m °i P n LOAD: 1825 LBS J I o c o 1 co " �^ c � ccZa O0 = om rm C � UJ , C O.O 0_0 y V O O to U U eo 022 t Q' `oLl O20Q7 c ` In ass w o g c c c-'3 0 ' C O >L d-`'3 O ry in I• I Lt m�m w ��_3 a E U y v �� o Q vow O c m t I � O C•@-O w C O to� N ID NdNEn N Q L C U Ch N CN O Uw- O =-M = = ULmaI- mEa.EOn_ e I V U O I 00 I N Cl) O ' En GB E BWL 1-3 u u u u u I r ' II II II II II 0 � ("J I I � I I I I I � •C 1- - - - - - - - - - - - - - - - - - - II II 11 II II II I U r 1 I I I I to E u u n n II n I in ' � � � � � � � O � 4- 22'-9" 0 u u u u I I 22'-9" II 11 Ii II II �� i I 1 I I I I N Cl) IW� �_ II II Ii II II II I 1 I I I I I I � - � � f--' I I I 1 I I N Co � O O GB TABLER 02D10.4 ---- --- I --------- `- U) N to Z "OLUDING PANEL EOP DGES I -------- i --------- 0 � BOTTOM PLATES,?"INFIELD -------- I I --------- I j U) N N� W __________I________ ALL HORIZONTAL JOINTS ________ -----, BLOCKED AND W C14 FRAMING CONNECTIONS -------- z r Ca Q `- U --------- _ -Q, fY N U) AS PER DETAIL 2 ON DWG 2 -------- v N is - BWL 1-4 -------- U I __ _ BWL 2-2 I - I'- - - - - - - - - - - - - - - - - - - - - - - - - �" - - - - - T - - - - - - - - - - - - - - - - - - -- - - - - I 1 I � i UCh � r 7F CS-WSP CS-WSP CS-WSP CS-tNSP CS-WSP CS-WSP CS-WSP --� I �` CS-WSP I CS-WSP I = C-q Cq I I ' ^^C� 6.9" 6-11'/2' 4'47/16" -- rA C.)Cn o r v I O 4-0" 33'-11'/" 4'_0" �I�/ h� ¢ � -a cd U l ' M V BWL 1-5 BRACING METHOD r, CC O CC ® CS-WSP CONTINUOUS SHEATHING I O __.______ ----- a _ WOOD STRUCTURAL PANEL ® x •-- N V DETAIL #1 ON DWG-2 h-�I C",CL Cn 1 1ST FLOOR WALL BRACING PLAN co , I CS-P F CONTINUOUS SHEATHING U SCALE: 1/4" - 1�-OI� DETAIL#3, WG-2 � 1 D A U CS-WSP CS-WSP *WSP I I ' ® GB GYPSUM BOARD '�bAj ���~•'�,,. �s��ry���� I I '� lly 7'-9%" I 4'-0" I BRACED WALL NOTES: 2ND FLOOR WALL BRACING PLAN + 'Y 4'-0" 17'-5" 39'7" 4'0" REFER TO DETAILS ON DWG-2 9 FOR HOLDOWNS,STRAPPING,BRACED SCALE: 1/4" = 1'-0" WALL DIAGRAMS AND DWG-1 ' FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT \ SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. oa APPR VED AS NOTED DATE: b B.P. # FEE: BV: Must provide Manuals NOTIFY BUILDING 0 F'ARTMENT AT 765-1802 8 AM TO 4 PAA FOR THE D, J and S as per FOLLOWING INSPECTIONS: NYS Energy Code 1. FOUNDATION - TtNC) REQUIRED FOR POURED CUid;,PETE 2. ROUGH - FRAMIj�G & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST Blower door BE COMPLETE FOR C o. and ductwork ALL CONSTRUCTIOr\ SHALL MEET THE testing required, REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL. AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED on.rruni n Tnuini vl ANNING BOARD ` PLUMBER CERTIFICATION USTEES ON LEAD CONTENT BEFORF CERTIFICATE1OF OCCUPANG SOLDER FUSED IN WATER SUPPLY SYSTEM CANNOT EXCEED,-2/.10 OF 1% LEAD. OCCUPANCY OR PLUMOINC USE IS UNLAWFUL ALL-PLUMBING WASTE MATER LINES NEED WITHOUT CERTIFICATF y 111 11�FORE COVERING OF OCCUPANCY DO NOT PROCEED WITH FRAfUiING UNTIL SURVE-Y,," 0 FOUNDATION LOCA'�ION HAS BEERAP,PROVED:`,�, DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification An exterior lighting that the drainage has been installed to Code Installed,replaced or (repaired shall conform to Chapter 172 of the Town Code s GENERAL CONSTRUCTION NO TES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adoptee! by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 supplement to the New York State Energy conservation MINIMUM LOAD LOAD SPACING AND DESCRIPTION NUMBER AND construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage 10 OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; Bathtub (with or without shower head g ITEM ROOF FRAMING 9 g 9 Property 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 Fuel as code; Existing building code; Pro ert maintenance code. Habitable attics&attics served with fixed stair 30 10 g 4-8d BOX (2-1/2")OR a ALL CODES shall supersede the drawings and shall be incorporated into the and were decks abut house framin Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL E 9 Balconies(exterior)and decks 40 10 0 drawings WHETHER they are indicated on the Plans or NOT. Clothes Washer standpipe 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2 1/2")OR UJ v 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL '�, Additions,Alterations & Renovations: shall conform with Appendix J of the IRC CEILING JOISTS NOTATTACHED TO PARALLEL i Floor drain Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP '0 as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL 111- ..".I Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP .".., of not less 8 percent of the floor area of that room, and the minimum p 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR �. �- ventilated. Refer to IRC Residential Code section R303 Laundry tub (one Or more Compartments) - passenger vehicle garages 50 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Ly 3. The contractor prior to the start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND "? dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower based on the total flow rate through Sleeping rooms 30 10 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE ( g P 9 OF EACH RAFTER OR TRUSS UJ 4. The mechanical systerris, electrical systems, plumbing systems and solar energy systems, showerheads and bodysprays) 21. Vent dryers to exterior as per IRC Section M1502 stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 2 E All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation asp er IRC Section M1507 5.7 gpm and less 1-1/2 Roof 20 20 3-16d BOX OR U electrical or plumbing sub-contractors. More than 5.7 gpm Up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 4 n NFPA 72 . hall be provided in each sleeping Room ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING the IRC Section 31 and S p o ded e c s p g E 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION p p� g Y 16d COMMON of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall and on each storyof the dwelling, includingbasement and cellars and not less than $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL 0 be the responsibility of the general contractor to verify the depth of all existing footings g' Rafters having slopes greater than 3/12 with p Y g Y P 9 g 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL disturbed b construction. INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") ">3 Y interconnected and hard-wired to a commercial source. WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 6d COMMON Where the building official determines that in-place soils with an allowable bearing capacity Residence, 10 BUILT-UP HEADER 16"o.C. FACE NAIL ALONG EDGES the smoke detection system of the ENTIRE residence must be TABLE R302.6 (3-112"x o.i s2") � of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brou ht u to code, hard-wired and interconnected. L136o 11 CONTINUOUS HEADER TO STUD 5 Sd BOX(2-1/2"X0.113") TOE NAIL 9 P DWELLING - GARAGE SEPARATION OR 4-8d COMMON v be determined b a soils investigation. All other structural memebers L/24o ( � ^ Y g SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL `' `"' " � 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 r 6. Cast-in-place concrete shall be air entrained; 5% < 7% total air content by volume and have of the 2015 IFC as amended b the NYS 2017 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8 16d COMMON OR FACE NAIL ON EACH SIDE OF END N Y pP NOT LESS THAN 112"-INCH GYPSUM OR L/240 SIESMIC BRACED WALL LINE SPACING 25 12-16d BOX an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes JOIST MIN 24"LAP SPLICE LENGTH p 9 Y P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT To THE GARAGE SIDE 13 ) ) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END International building code and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE 12 16d(3 112"x 0.135") a 9 shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) All Concrete shall conform to the latest ACI standards. L=span length,H=span height STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) of ASTM A 615,A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"'O.C.FACE NAIL 21 R404 3 required reinforcement shall be in accordance with IRC Table R404.1.2 , . . 8 EXTERIOR WALLS THAT ARE WITHIN THIS AREA q ( ) ( ) Section R602.10.4.2 Continuous Sheathing method. RAFTER RAFTER GROUND SNOW:20 PSF End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be g 2-16d COMMON z to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Q located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-16d BOX FACE NAIL Vertical reinforcement in basement walls determined from table R404.1.2(8)shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2 16d COMMON to provide a maximum cover of 1-1/4 inches from the inside face. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 p 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND ELATE 3-8d BOX FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON D J 00 Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3: 12 16"O.C. 5 s io 13 ,J Based on R404.1.2(1) •• (includes basement entrances and window wells) U Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"C.C. 4 6 8 10 M wall and One#4 bar near mid-height of wall. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels P 9 5: 12 16"O.C. 3 5 6 8 Greater than 8 foot Wahl Height: One#4 bar within 12 inches of the top of as per Table R905.2.4.1 of the IRC Residential Code. wall and One#4 bar near the third points in the wall story. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 FLOOR FRAMING �"I"� 0 copper roofing nails, minimum 12 gage shank with a minimum - Type Less than or less than or less than or Z) 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 Z r n Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 105 JOIST TO SILL, 4-8d BOX and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 12: 12 16"O.C. 3 3 4 4 21 TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL Min. Fb for dimensional lumber= 850 psi. but not less than 4 per strip. No 8 Wood screw O Q 0 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON p on center on Center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 1od BOX 6"O.C.TOE NAIL ' Including but no tlimite.d to: Deck Framing; Posts, Headers, Girders& Ledgers. 27. Flame Spread Index: R302.9 2 inch embedment LJ BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS Z wall and ceiling finishes shall have a flame spread index:5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING To JOIST 2-10d BOX EACH END L 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON T- �- 3: a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D &attics shall have a flame spread index s 25 No 10 Wood screw 4-16d BOX CQ 0 or stainless steel. based anchor with 16 inches 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL H e / H r 3-16d COMMON b.) Use Copper flashing Only against ACO Lumber Sill Plates Smoke-developed Index: R302.10 2 inch embedment on center on center on center c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes hava a smoke-developed index 5 450 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material, vapor retarders within roof,floor, wall, ceiling assemblies 1 /4 1.33 4-10d BOX 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX installed in accordance with the manufacturers latest installation details, PER JOIST Z Framing connectors,Allowable Hole diagrams, specifications, etc. 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 6 120 3-16d COMMON . 0 _ "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi 27 BUILT-UP GIRDERS AND BEAMS 1 Od BOX 2T"O.C.FACE NAIL TO TOP&BOTTOM W g p p by the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT STAGGERED ON OPPOSITE SIDES � T� � "Parallam PSL" Design Stress: E= 2.0, Fb = 2,900 psi, Fv= 290 psi dated larch 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W I- V "Anthony Power Beams Design Stress; E= 2.1, Fb = 3000 psi, Fv = 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL J O W (� 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324 Appendix U IRC TABLE CONNECTION 3-16d COMMON PP � RAFTER UPLIFT CONNECTION FROM WIND � Z Z 'J �- 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, International Fire Code, 2015 IECC appendix RB and as amended by the c.Anchors shall penetrate through the exterior wall covering with an embedment length of J Z C( a not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING TO JOIST 2-1 0d BOX EACH END, TOENAIL Q 'M each sleeping rooms in basement, habitable attics, and every sleeping room NYS 2017 uniform code supplement. Provide, but not limited to: Solar ready g RAFTER ROOF EXPOSURE C W � � co VI shall have at least ONE operable emergency escape opening as follows: roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 2-1/2 inches from the edge of concret block or concrete. iY SPACING SPAN U W Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND (� W 0 , A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R602.3 (1) 0 Z u- CD Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone" and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH WJ 0- opening of 5 square:feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 z 5:12 <5:12 2:5:12 SPACING OF FASTENERS � � U) B. Minimum net clear opening height shall be 24 inches. DESCRIPTION OF NUMBER AND TYP BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual ole circuit breaker 214 201 253 247 OF FASTENER PANEL EDGES p g p p p 16"O.C. 12 SUPPORTS GABLE END WALL FRAMING D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall from the inside of the room without use of keys or tools. be protected from wind borne debris. is"O.C. is 277 259 342 322 3/8"- 1/2" 6d COMMON(SUBFLOOR,WALL) 6" SEE NOTE A 6" WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 8d COMMON(ROOF) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 16"O.C. 24 340 318 422 396 an emergency escape opening shall be provided for EACH sleeping room. 31 19/32" _ 1„ 8d COMMON 6" SEE NOTE A 6" Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction /Additions &Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C.1 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" wind speed is 130 miles per hour or greater. air conditioning, ventilation. heating systems (new, existing or upgraded) 16"O.C. 36 469 438 538 547 W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each stamped by a professional engineer if required by the Owner or Building Dept. (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" ~ continuous run of treads or flight with FOUR OR MORE RISERS. 1s"O.C. 42 535 4ss 564 522 O Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: C z [7�1pWood Structural anels with a minimum of thickness of 7/16 inch48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS N Q ana maxe permfor opening LO D 34 inches and not more;than 38inches. All Handrails shall be continuous I. 6" DIAMETER -►I the full length of the stair from a point directly above the top riser of a flight d imum span of 8 feet shall be TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut& predrilled to cover the glazed openings J C/) J a wall shall have a space of not be less than 1-1/2 inches between the wall :y y,�.n with attachment hardware provided in the table below. p � MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING � W Q CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. TABLE 507.2 STUD U and the handrail. see IFC code for exceptions. Refer to , "II", "III", "IV", OR"V" Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL Q W fn IRC Code for grip size specifications. .' i DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVE RED JOIST SPAN 8d COMMON NAIL above the floor or grade below shall have a railing not less than 36 inches PANTONE#187 CONNECTION 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are w DETAIL <6' 6'1"To 8' '1"TO 10' 0'1"TO 12' (2.5"X 0131") NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed t ` by the riser, tread and bottom rail of the guard rail at the open side of a stairway """' '` 1/2"DIA. LAG SCREW 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 REFLECTIVE= ! +' & 1/2"MAX. SHEATHING are permitted to be of such a size that a 6 inch sphere cannot pass through. WHITE FIELD j GYPSUM BOARD FRAMING SPACING OF FASTENERS V Open sides of stairs with a total rise of more than 30 inches above the floor or � 1/2"DIA.THRU BOLT GYPSUM BOARD grade below shall have guards not less than 34 inches in height measured �" 36" 3s" 34" 29" THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 & 1/2"MAX. SHEATHING ....... � "3� � � NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 12'1"TO 14' 4'1"TO 16' 1611"TO 18' „ cr 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL 1/2„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS opening is located LESS than 24 inches above the finished floor and GREATER COMPONENTS THAT ARE OF 1/2++ Applicant shall provide engineered wood placard 1/2"DIA. LAG SCREW WALL EITHER DIRECTION 16"O.C. $" 16" on or adjacent to electrical meter box for field inspection. & 1/2"MAX. SHEATHING 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. W than 72 inches above the finished grade or other surface below on the exterior TRUSS TYPE CONSTRUCTION STROKE , p 5/8�+ WALL , of the building, the window must be provided with a window opening control device "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 1/2" structural plywood EITHER DIRECTION 16"O.C. 7+� 2.. 6d COOLER NAILS Pre-Engineered Wood Construction And/or Timber Construction Panel, Attached to 1/2"DIA.THRU BOLT that compiles with IRC R312.2.2. Window Opening Control Devices. GIRDERS AND BEAMS 9 24" 21" 19" TYPE"X" AT EQUI LONG 6d COATED NAILS S. �4rA p P 9 for new dwelling and for any addition,alteration & 1/2"MAX. SHEATHING EQUIVALANT DRYWALL SCREWS. „ GARAGE CEILING 16"O.C. 6 6 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Frame in accordance 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH V Z 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in shall be affixed on or adjacent to any electric box attached to the exterior IRC SECTION R702.3.5.1 HABITABLE ROOMS g with Table R301.2.1.2 LEDGERS SHALL BE FLASHED � Q � -- accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be "FR" FLOOR AND ROOF FRAMING of the structure for field inspection International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) �I > r` ) installed per IRC R 302.12 thru R302.12.1 UNDER SECTION 602 OF THE BCNYS71 A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHINGM iTO GABLE r_, M�-+I ~ code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. "C3 lni� Fireblocking materials R302.11.1 shall be as follows: � A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS bl) 1. Two-inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® hr-1 '0 ' v 2. 1/2"gypsum board TABLE R401.4A PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance OF FOUNDATION MATERIALS WINDOW UNIT ��VI DESIGN CRITERIA with the 10 foot horizontal fireblocking in walls constructed using parallel `r' rows of studs or staggered Studs. CLASS OF MATERIAL LOAD-BEARING PRESSURE g9 Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4, cellulose insulation installed and tested in accordance with ASTM E 119 or Sedimentary and foliated rock 4,000 psf Wind speed: 5140 mac:,•°� tf'i UL 263, for the specific applications Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 ' p pp Sand,silty sand,clayey sand,silty gravel and clayey gravel WIND DESIGN Off' y 't��, SUBJECT TO DAMAGE FROM r.• - t SW,SP,SM,SC,GM and GC 2,000 psf Mean Roof Ht: 20 ft GROUND* � _; • 4: Draftsto in material R302.12 shall be as follows: ( ) p WIND WINTER ICE SHIELD AIR MEAN ppP g Clay,sandy clay,silty clay,clayey silt,silt and sandy silt Roof itch: per Ian PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST I ' f In combustible construction where there is usable space both above and (CL, ML,MH and CH) 1,500 psf p p LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL * Bldg Length per Ian SHUTTER DETAIL REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP s >r: ;��'- i below the concealed space of a floor-ceiling assembly, draftstops shall be g g p p ZONE DEPTH 0 4•.� a.When soil tests are required b Section R401.4, r `�' • installed so that the area of the concealed space does not exceed p y Bldg Width Per plan M a= the allowable bearing ca acities of the soil shall be art of the recommendations. Refer t0 General Notes for Panel MODERATE � �I;r�;�, : �,•� 1,000 square feet. Draftstopping shall the concealed space into approximately g p p bldg aspect ratio: 2:1 20 LBS 5140 No NO NO B B SEVERE 31-011 TO HEAVY 11 YES NO 1500 or less 52.2 fastener requirements. equal areas.. Draftstopping shall be provided in the following locations: b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf NailingSched: IRC 1. Ceiling is suspended under floor framing. are likely to be present at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE CLIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. ` Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED a fasten king stud to header with _ _ _ _ _ _ METHOD CS-GB; TABLE R602.3(1)& OR EN CONTINUOUS S RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING Min.3"x ll occur "net header Header ° , , ° / 6 16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH shall occur at top of wall = — = n'� = �= '— — !-11' R602.10.3(3)GYP. BD FASTENING. OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG . . ° ° ° , , fasten top plate to header with UJ 00 BRACED WALL PANEL BRACED WALL PANEL two rows of 16d sinker nails 3"o.c. 4"OC AT THE PANEL EDGES,INCLUDING Header shall be Top plate continuity is @ L: •I I•I I+I TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 CU I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) V 2-16d NAILS EACH SIDE king stud with Braced wall line ted ' SCREWS(1 5/8"TYPE W OR S) j I, 1. 6-16 d sinker nails Minimum 40001b header-to-jack-stud ' pit X Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"woodstrap on both side of openingstructuralMETHOD CS-WSP: 'v attern as shown and 3 in.o.c.in all framin panels AS PER TABLE R602.3 3 P g(studs and sills) opposite side of sheathing ( ) 8d @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS _ D, I 8d @ 6"O.C.ALONGEXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6' O.C.ALONG AT EACH BLOKING MEMEBERMinimum 4000fb hesder-to-jack stud strapImBRACED WALL PANEL Sd @ 6"O.C.ALONG s o I on both side of o enin o osite side ofWITH 8d COMMON NAILS BRACED WALL PANEL P 9 PP Panel splice edges shall occur over BRACED WALL PANEL sheathin(0.131 X 2.5"LONG) or 9and be nailed to common blocking LLI AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL ° Min.Double 2x4 framin covered with minimum within the middle 24"of the portal- IN FIELD BRACED WALL PANEL x m 9BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL m t ; 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: x is required in each panel edge. i with 8d common nails @ 3"D.C.in all framing q P 9 _ I' SHALL BE MIN. 1/2"GYP, BD FASTENED 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical if needed I•I 3-16d @ 16"OC ALONG i O ('J I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH °, U W I'I I'I WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER ( ) @ 2'to 18' finished width Min Double 2x4 or BRACED WALL PANEL i Min, length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural " '4 TABLE R602.3(1)FOR EXTERIOR WALL !7 11. per Table R602.10.5 panel)sheathing � — �• SHEATHING _ . _ _ _ 4' CONTINUOUS RIM OR CONTINUOUS RIM OR ! Min double 2 x post I I'I END JOIST ! Min. 2 2x4 t No.of jack studs per> I• ALL HORIZONTAL PANEL JOINTS END JOIST > •1 III I�1 SHALL OCCUR OVER AND BE ; ( ) YP• Table R602.7(1&2) NAILED TO COMMON FRAMING Min. (2)1/2"Diameter anchors (� ISI I I 1' OR BLOCKING WITH WITH PANEL M k N 2-16d NAILS EACH SIDE installed per section R403.1.6 ' +1 - 1'I I� EDGE-NAILING IN ACCORDANCE with 2"x 2"x 3116"plate washer N WITH THE IRC SECTION R602.10.10 ,Q ,1 INTERIOR,-1-`!1%11 I,I I. FULL HEIGHT BLOCKING ADDITIONAL FRAMING ', ,I SPACING I I CONTINUOUS ALONG LENGTH I I I' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG v •I I•I I•I I. BRACED WALL PANEL '1 I I I 1 1• 2 x BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 co ,I ISI I'I /— — BRACED EDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8 1) Attach Sheathing to 0 WALL PANEL CONNECTION WHEN Band or Rimjoistwith nail sole plat Attach Sheathing nail sole plate _ ,�, _ _ — � ,_ _ , BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or Rim joist wi to joist per' • ' PARALLEL TO FLOOR/CEILING PERPENDICULAR TO at at 3"o.c.Top an Sub-Floor nailing sched. 8D common nials nailing sched. M FRAMING IV Bottom at 3"o.c.To and _ FRAMING °' °—° ° Bottom P plHoldowns Rim Joist Rim Joist 117-0 ° ° ° er Plans FASTENING REQUIREMENTS FOR . . . . . nchor Bolts and BRACED WALL PANEL AS PERp,erplans 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 r Z w m C) Simpson 1-1/4" galv. x 20 gage Z) O Connector U = 6„ it H2A Stud To Rafter Were the distance is SIMPSON H2A coil strap with (5) 8d common DTT2Z N between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. -�� W (8) 114" X 1- 1-1/2" Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping braced wall panels �� PROVIDE@STRUCTURAL RIDGES SDS SCREWS at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field UJ o ALLOWABLE LOAD: 1,825 LBS Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side F— plywood sheathing of Ridge to have a Z shall have Solid Blocking y Schedule Dwg-1 LL 1/2" THREADED ROD @ all Plywood Joints y Simpson LSU skewable hanger 0 O 0 COUPLER NUT AND SIMPSON H2A o = 112" ANCHOR BOLT Solid blockingbetween at each Rafter. With U z 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2 nails in Rafter Strap with (5)-8d common nails Ln ,S plate with 8d nails @ 6" D.C. (2) 8d x 1-1/2" nails in plate in each end. catch jack studs °° � along length of braced wall (5)8d x 1-1/2" nails in Stud Look Out Blocks Corner Holdowns ane). and window or door Header. Less than ° ° � Preservative-treated Refer to plans p for locations H Typical each side and ALL Gable End Wall V barrier required for if required windows and doors. or Equal connectors in contact RIM JOIST BLOCKING BETWEEN RAFTERS 6cr BRACED WALL PANELS to 12 with treated wood IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 SIMPSON HOLDOWN this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS C/) (r} (011 BOX FFZAMING WALL TO HEADER STRAPPING @ ALLOWABLE LOAD: 1.825 LBS 5 NOTE; 8d COMMON NAILS ARE PROVIDE MIN.2X4 COLLAR 4s"O.C.oc7 LOCATED IN THE UPPER THIRD Z v J 4 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED ^ J NTS v TO THE RAFTERS WITH 4-8D NAILS O 1�1. EACH END �/ ALL THRESHOLD CAREFULLY J ry W FLASHED&CAULKED TO TREATED WOOD O !— PREVENT WATER INTRUSION DECKING SECURE TO TOP OF RIM JOIST WITH COMPOSITE RAILING SIMPSON BSC _ CONTINUOUS FLASHING EXTENDED 1 O THREADED NAILS ORI I /SYSTEM,VINYL RAILING EXTERIOR OR PAST JOIST HANGER #10 X 3"WOOD SCREWS I I .rte-- TOP AND BOTTOM RAIL CUT BEARING WALL AT 6"OCC. AND COLUMN COVER AND OUTER THIRD GALV. DECK HANGER COMPOSITE DECKING I I COLUMN CAP.MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH SIMPSON LUS26 @ 2X6 ATTACHED PER I�I FOR CODE 12" Min NOTCH GREATER MANUF.SPECIFICATION THAN 50% SIMPSON LUS28 @ 2X8 I 1 4"TREATED POST SIMPSON ABU POST TO CONCRETE BRACKET (PERCENT)OF \ SIMPSON LUS28 @ 2X104 X 4 TREATED POSTS SIDE COVER 2"MINIMUM PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE LAG BOLTED TO JOIST ST METAL TIE FASTENED ACROSS AND 2X P.T.LEDGER; MUST BE GREATER THAN AS PER MANUFACTURES 2 112 GALVINIZED CARRIAGE BOLTS 1/4 TO THE PLATE AT EACH OF THE OR EQUAL TO DEPTH OF DECK JOIST AND OR SIMPSON SD STRUCTURAL DEPTH)MIAX. O CLEAR SPECIFICATIONS. CONNECTOR SCREW 2"MIN. 116 JOIST LU NOTCH WITH 8-10D NAILS EACH SIDE NO GREATER THAN THE DEPTH OF THE RIM JOIST O 1/2"DIA.GALV BOLTS W/ r.�y DEPTH,MAX. S � ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS I GRADE 113 JOIST LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. � � N= GALV LAG SCREWS PER IRC TABLE R507.2 AND O EPDXY ANCHORING ADHESIVE FOR Use 1-1/4" Metal p z PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD TOP PLATES see Schedule on DWG-1 Z_ MECHANICAL ANCHORS;SIMPSON N co (3)10D THREADED NAILS OR COII Strap 20 Gage PIPE M tip of lag screw shall fully extend beyond WEDGE-ALL WEDGE ANCHOR p g Ur o (3)#10X3"WOOD SCREWS Solid sawn joist and rafter 12" Min the inside face of the band joist. (5) 8d Common Halls N W SIMPSON H2.5 AT M PIER FOOTING notchin_ i and borin limits. in EACH END at Q .� 12"DIAMETER CONCRETE EACH JOIST —�. FOOTINGS MUST EACH Stud. W U SIMPSON BC BEAR ON NTS 8d @ 6" oc Along ¢ U) FIGURE R602.6.1 POST GIRDER UNDISTURBED TOP PLATE FRAMING TO CONNECTOR Braced Wall Panel FIGURE R602.10.8(1) ACCOMMADATE PIPING MAXIMUM OVERHANG 24" Lill R507 EXTERIOR DECKS P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP LEDGER BOARD ATTACHMENT TO BAND JOIST CONNECTION aQ PORCHES & DECKS NTS14 1 5 NTS 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Di ed Galvanized Stra � Hot Dipped Galvanized Strap pP p STAGGERED with (5)-8d common nails with (5)-8d common nails -� N SEE TABLE 507.2 z FASTENERS at each studcj N IN 2 ROWS at each stud �"I P1 ^, TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER (,,,� the plywood OR directly to rn OO OO @O 5.5"MIN FOR 2X8* c Studs. the plywood OR directly to 17 w 5"MAX 6.5"MIN FOR 2X10 Studs. av,, Z ^" STUD BORED HOLE MAX. STUD 7 BORED HOLE MAX. DIAMETER 60% @ @ O @ .5"MIN FOR 2X12 N O DIAMETER 40% (PERCENT)OF STUD h� N '--a (PERCENT)OF DEPTH W ,� M STUD DEPTH 1 r�"; , 3-16d @ 16" oc Along r � o 5/8"MIN. 5113"MIN, 5/8"MIN. 5/8"MIN. 2'MIN " + `'./ LAG SCREW OR THRU-BOLT w Braced Wall Panel -" C TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN = • �/ x N NOTCH MUST NOT FIGURE R602.10.8(1) .p •� NOTCH MUST NOT EXCEED 25% 0 EXCEED 40% Ln (PERCENT)OF 0 (PERCENT)OF ° °.°. �` ti� STUD DEPTH STUD DEPTH PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS O IF HOLE IS BETWEEN BORED HOLES SHALL PER FIGURE R507.2.10) OF 2015 IRC CODE FOUNDATION-SILL-STUDC Q NOT BE LOCATED IN STRAPPING 40%(PERCENT)OF ? BORED HOLES SHALL THE SAME CROSS i 60%(PERCENT)OF SECTION OF THE CUT + NOT BE LOCATED IN STUD DEPTH THEN OR NOTCH IN STUD Distance can be reduced to 4.5" Applies to Garage Wall and THE SAME CROSS STUD MUST BE DOUBLE If lag screws are used or bolt Slab on Grade Construction IIIIII IIIIII "�- " ' SECTION OF THE CUT NO MORE THAN TWO OR NOTCH IN STUD SUCCESSIVE STUDS spacing is reduced to that of �� •, ry• Q� ARE DOUBLED lag screws to attach 2x8 ,� -.A tJ,9 AND SO BORED ledgers to 2x8 bard joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR FF DON FIGURE R602.2.3(1) FIGURE R602.2.3(2) IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND stacked washers not permitted) RAFTER FACE TYPICAL - BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 16 WALLS AND BEARING WALLS NON-BEARING WALLS 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. Rigid insulation 2X ceiling joists R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION attic hatch - R-value EIING FRAMING way for access Double Frame Attic Typ Roof Const. Insulation dams equal to the Ceiling thin profile structure Tub revert loose-fill access opening p insulation requirement x CJ w/ insulation sheathing as draftstop Typical Air Seal insulation from behind tub exterior fallin through as per drawings Gasket g g o Typ Fascia wall Lel �: Soffit see Continuous Be access C ti of Sealant or v ( u Const. Dwgs adhesive 00 -- Sealant or Sealant ' adhesive Weatherstripping eal stairs t Casing EXPANDING FOAM SEALANT Typ. Exterior wall Adhesive Panel frame gap r r 1/2" Gyp. Wall ONTINUOUS BEAD OF SEALANT See Const. Dwgs \,Pull-down with caulk 1x2 Stop RECESSED LIGHTING FIXTURE ��,1 1/2" plywood Board DRYWALL CEILING Sealant staircase or foam U attic hatch (see plan for size) RAFTER ON PLATE DRAFTSTOP & SEALANT AT 4�J 0 PULL-DOWN STAIRCASE AIR SEALING AT PREMANUFACTURED EXTERIOR WALL OF BATHTUB INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE 'cs • DETAIL E Thin profile r structural Eave baffle installed w� Fireplace enclosu insulated to top sheathing adjacent to soffit and eave Table R402,.4.1.1 Air barrier and insulation installation. of second floor Sheet Metal Firestop vents. Baffle shall extend over ceiling line Seal joint with the top of the attic insulation ` CONTINUOUS BEAD as per IRC chapter 11 Non-combustible p p TYP. ROOF CONST. o TABLE R402.4.1.1 support OF SEALANT cV AIR BARRIER AND INSULATION INSTALLATION ! sealant (R40202.3) c4 blocking ; -- 2 x CJ W/ INSULATION IrIt COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 1/4 structural sheathing , • : o as enclosure liner sealed SUBFLOOR GLUED,CAULKED OR GASKETED Typ Fascia AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Sealant or TO RIM JOIST/RIM CLOSURE OR HERS RATER at perimeter and seams. Soffit see requirements in the building envelope. adhesive----___. Const. Dwgs ILO Exterior thermal envelope contains a Pre-Fab Fireplace SEALANT g 1 Refer to manufacturers SEALANT continuous air barrier. - specs for installation , Breaks or joints in the air barrier shall be a'a; manual Typ. Exterior wa $ SILL PLATE INSTALLED sealed. OVER GASKER SILL See Const. Dwgs �/ z Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The �ba- pical foundation &framing SEALANT 1 Q installation density of the insulation shall be at the manufacturers'product See architectural plans .k recommendation and said density shall be maintained for all volume ofcoifl each cavity. Batt type insulation will show no voids or gaps and w i ,J maintain an even density for the entire cavity.Batt insulation shall be AIR SEAL DETAIL (511 PREFAP FIREPLACE AIR BARRIER AT FOUNDATION TO BAND JOISTS RAFTER SEALING AT ATTIC EAVE O installed in the recommended cavity depth.Where an obstruction in NTS -117 the cavity due to services,blocking,bracing or other obstruction This detail is for weatherstripping and draft sealingU Itis not to be used as a guide for fireplace installation. F-- exists,the batt product will be cut to fit the remaining depth of the Refer to Manufacturer for installation manual. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity. Where the batt is cut around obstructions,loose fill insulation shall be placed to fill any surface or concealed voids,and at the W O manufacturers'specified density.Where faced batt is used,the ENERGY NOTES w installation tabs must be stapled to the face of the stud. There shall be LOW DENSITY SPRAY FOAM z no compression to the batt at tine edges of the cavity due to inset 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be INSULATION, R VALUE IN ` r.�-�� a 'Y j V- sta lin installation tabs. -, stapling 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate Rigid Foam or ACCORDANCE WITH t c Q O Insulation that upon installation readily conforms to available space 2015 International Energy Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer HERS REPORT c I' I p y p Wood Blocking �• � --�-� .-''• ; i !� (.� shall be installed filling flue entire cavity andwithin the manufacturers' IF 2016 ECNYS supplement.The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. C i (� Z permitted to determine an energy efficient program to exceed the as backdam TYP. ROOF CONST. ` density recommendation, gY Y g - -.�; i I! � energy efficiency required by this code. 9. R403.3: Ducts -Supply and return ducts attics shall be insulated to a minimum Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the of R-8 @ 3"or greater in diameter, and R-6 @ ducts less than 3" in diameter. Roof underlayment 2 x CJ W/ INSULATION `- ' ;+ i f 00 O ceiling/soffit shall be aligned with the air barrier. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third sealed to drip edge ••�•••••••••• insulation and any gaps in the air barrier efficiency, International mechanical code, international energy conservation code party using the Manual "J", Manual "S" &"D" submitted at CO. :::,;: AS PER DRAWINGS sealed. and the 2015 ICC and 2016 NYS Supplement. OR HERS RATER 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall T Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 2. R401.3. A permanent certificate Mandato shall be completed b the builder be sealed b an approved third part HERS Rater using the Typ P ( Y PP Y( ) g (Mandatory) P Y 1 lin allow for required attic ventilation. SOfft SeeSEALANT i n i i n iexterior«al e to� a 11 r out co d t o ed attic spaces s wall doors t �, „ � „ „ „ pq - r and posted on a wall in the space where the furnace Is located Manual J Manual, S & D submitted at CO. I shall be sealed. Const. Dwgs 9b. R403.3.3: Mandato Duct testing Ducts shall be pressure tested to determine non-vented °� j Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated 3. R402.1. Building thermal Envelope: meet the requirements of N1 102.1.1 - N 1102.1.5 (Mandatory) 9 - p `' plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. air leakage by an approved third party (HERS Rater) using the ; t" z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. manual "J" Manual ,"S" & "D" submitted at CO. " -- �� ` �! ( ) sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of -1 _I installed in substantial contact and continuous alignment with the air sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ. Exterior Wall 2> '` 1 Q _ See Const. Dwgs � W <barrier. 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying W W Windows, skylights The space between window/door jambs accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. OPTIONAL - RAFTER SEALING AT ATTIC EAVE and doors and framing and skylights and framing or an approved third party using manual "J", "S" &"D". WITH SPRAY FOAM INSULATION shall be sealed. 11. R403.5.1 (Mandatory) Heated Water Circ&temp maintenance as per DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. Q through N1102.4.5 Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor Air leakage shall be tested and verified by an approved HERS rater as having an of the M 1507 of the IRC code or with other approved means of ventalation. cantilevered floors) framing cavity insulation shall be permitted to be in contact with the air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. h continuous insulation installed on the topside of sheathing or cot uous test results shall be signed by the party conducting the test. underside of floor framing and extend from the bottom to the top of all Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment perimeter floor framing members. shall be sized according to the ACCA manual S based on building loads ApEsrnvrd wirdc:.' 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizingand efficient ratings shall be opering limit nr dev ce Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be p g g p Y g ' combustion air. Factory built fireplaces shall be listed and labeled provided by an approved third party(HERS Rater) using Manual "J", shall be covered with a Class I,black permanently attached to the crawlspace walls. according to UL 127. and Manuals"S" &"D" f LU vapor retarder with overlapping joints taped. 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures o Z ---- -- - --- -- -- - --- n Shafts,penetrations Duct shafts,utility penetrations,and flue must have high-efficacy lamps, Fuel gas lighting systems shall not have j �- - --- - R, - b v Inr�oti. N p Q shafts opening to exterior or continuously burning pilots. i ,,,� A unconditioned space shall be sealed. 24" -- ----- LU J (/) W 4"sphere Approved window fall pt -t (35",n IBC un ts) p eth oughot devico(conform to ASTM-I F 2090) > U p, .,s Narrow cavities Batts in narrow cavities shall be cut to fit and installed to Finished F:oor Height '' Q U) h'i ghFlour Heit A'aa"°��e the correct density without any voids or gaps or I I Hci compression,or narrow cavities spall be filled by Hoight Above ! � insulation that on installation readily conforms to the R312.2 WINDOW FALL PROTECTION DIAGRAMS Finlsl-,c(! Gsdc Finished Floor available cavity space. Garage separation Air scaling shall be provided between the garage and TOP THE WINDOW SILL SHALL BEA MMINIMUM OF 24"ABOVE THE FINISHED t' conditioned spaces. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACES BELOW ON THE Fintsh,C� Grace T M� Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal EXTERIOR SIDE OF THE BUILDING.SHALL �•/ H envelope shall be sealed to the drywall, envelope shall be air tight and IC rated. COMPLY AS FOLLOWS: Plumbing and Batt insulation shall be cut neatly to fit around wiring and 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW R312.2.2 WINDOW OPENING CONTROL DEVICES: wiring plumbing in exterior walls.There:shall be no voids or A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING gaps or compression where cut to fit.hsulation that on WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH N cl installation readily conforms to available space shall 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION :� [--� � extend behind piping and wiring. PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 3. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE W O exterior wall showers and tubs shall separate them from the showers and insulated. OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 ^ Z tubs. Q o ct Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall communication boxes or air sealed boxes shall be installed. � HVAC register HVAC register boots that penetrate building thermal ll ' o CERTIFICATE ( MANDATORY) N1101.14 (R401.3) � V � � N boots envelope shall be sealed to the subfloor or drywall. Concealed Wien required to be sealed,concealed fire sprinklers shall A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE ::= " o �, s 2 44 sprinklers only be sealed in a manner that is recommended by the BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE E�ARCS, FURNACE IS LOCATEDti� �t J Hs s . manufacturer. Caulking or other adhesive sealants shall not • be used to full voids between fire sprinkler cover plates and THE CERTIFICATE SHALL LIST THE FOLLOWING: walls or ceilings. R-VALUES FOR CEILING/ROOF, WALLS, FLOORS FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC),AND DUCTS. `. IC = insulation contact. <<. OP a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. i:. ,�� 0 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. TYPE AND EFFICIENCIES OF HEATING, COOLING, WATER HEATING EQUIPMENT. �.�. Uj(07�1 v iU Cr 47'-7" r r IMU - 00 ` o U C5 28'-0" 10'-6" 8'-6" 8'-6" �",� 0'S 12"DIAMETER CAST-IN-PLACE dU CONCRETE PIER " --------------------------------------------------- I , ( � I I 14�/ 1 "----------------------------------------- --- I1 r--— — — — — — —,,— — — — — — ,— — — — — oo ' 16'-1" 1 1 I I N - ° ; i ANCHOR BOLT AND p POST BASE ABOVE SET INTO PIER r BILCO OUTSIDE i w I I CMt> BASEMENT ENTRANCE w l I O I Provide 8"concrete walls and 16"x8" 9TYR to virgin soil,Wood Stair U); i 0 TYP. DECK FOOTING o m I , O iv I I SEE DETAIL ON DWG-2 I iv and Bilco doors system installed as per manufacturers requirements. I I I EXTERIOR PATIO SLAB concrete dimensions for bilco shall �'' ' N ' ' (2-2 2 x 6 DECK JOISTS @ 16"oc I , � , , 6"4000 PSI CAST-IN-PLACE SLAB 7 be verified in field b Contractor o 1 x 6 PT.GIRDER Z prior to pouring. y ; ; cv ; ; I ON GRANULAR COMPACTED IR FILL. c bulkhead enclosures shall conform PITCH SLAB AWAY TO DRAIN to the Emergency escape and rescue doors as per IRC R310.3-R310.6, ' V-0'/z' V-0'/z" ' o R311.3 landings and R311.7 Stairways -- DWG 2 1 I , 1"-6'/," 4'-8"r, YP. DECK LEDGER I O SEE DET. I (3)1-3/4"x11-7/8"LVL ---i--------------r------- ------------------------------------------------------------------------------------------------------------I------- Z I4,INS)UL/IIS r------------------�--- ---L---------- -- ---T = �--- -------------- ♦ I I ( I --- ---------,-------- --------------- -------------------------------------------- ----------------------------------------- ' 00 , , , III n u I I i i I i ' N 8"X 16"CONCRETE PIERS � � III u I I , TWO SPACED EQUALLY I I 7 rn 6'_ " I I I I , , , I I L v, UNFIN. BASEMENT V LL O I III II II I I I i t 1 I I - O lO _ 4" CAST-IN-PLACE CONCRETE in I a, O III II II I I I 0 cn ; - --IH- __I _ __I _ , zo , , SLAB INSTALLED IN -17 ED U) DSIMPSON DTTZ2 ' � ACCORDANCE WITH IRC ' ' U ' '� o SECTION R506 w HOEDOWN z ---------------------- .4.4 , I -� o ALLOWABLE ' ' N O I I a -� LOAD: 1825 LBS I 1LO o O __i o R302.13 FIRE PROTECTION OF FLOORS: `o PG 2, DET 4 ' r- o � , , _-; 11 PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ° ; w /'�� N \ I z i ; ; ib i \ 00 e I O W O CEILING ABOVE BASEMENT „ 10 n , o? ,® � I C TO THE UNDERSIDE OF THE JOISTS.OR CO ' " r DIRECT VENT 1 , oo , , I TYPICAL INT.FOOTING/COL AS PER EXCEPTION#3-SEE DETAILS PAGE 8 ~ in to O , x 30"x 30"x 12"THICK 6 HEATING SYSTEM ' ' ? O I ' ' o , r ' I J -'r-,- -' CAST-IN-PLACE CONCRETE I ti INSTALL IN COMPLIANCE I , o U_ I , , M W/RESIDENTIAL,ENERGY ' V) , I FOOTING&3-112"DIA STEEL c &MECHANICAL CODE i v COLUMN � i i o c E N I , I B ; 40'-9" I I O o� ` MAINTAIN REQUIRED SEPARATION ' ' Lw E r�, y 8:E 22'-4" , 8'0" 8'2" S'-2" 8'-2" 8 2" " m a U c DISTANCE FROM ALL HEAT ; ' a m o v m > PRODUCING EQUIPMENT TO ' I GAS I , c z - `o o o COMBUSTIBLE MATERIAL AS PER FURNACE ,71 ,v r coy voi c rn ° `•3 `o o� , I C.r o MANUFACTURER'S SPECIFICATIONS ' ' ' � �oU o�QU7.•0 c3LO L 0AND LATEST MECHANICAL CODE. ° cCMUBING NOTE: = y °» , . OBea Pocket (typ) o _ = o 2 '- o I --- --- Shl asregd ALL PLUMBING SYSTEMS SHALL BE ° I----- -__________ INSTALLED IN ACCORDANCE WITH oo r.6VENTING OF EQUIPMENT `-------------------- - ---------- (3)1-3/4"X11-7/8"LVL _ _ - -'-'- '- " '""""" nINSTALL IN COMPLIANCE WITH PART VII OF THE IRC UNIFORM °' - ®__-r-_____________- -----------CHAPTERS 24 FUEL GAS, CODE SUPPLEMENT N � E ,•—--—-——————-—--——-----——-———-—————--—--—- I c cO ``t Q v � O yam � uoELECTRICAL NOTE: 3G7 ' BILCO i!.-.- I ; SCAPWELL C a E N C N C O ° ° ' AND WALL IRING EQUIPMENT INSTALLED t o v = L c °m 2 U�UUCV"- Cl) ' ' DROP TOP OF CONCRETE ' ' ------L__ - - — - — co , N v In m o F- m E a._ o a AS REQUIRED FOR ; ; 2x4 FRAME AROUND O 1 I IN ACCORDANCE WITH PART VIII OF WINDOW WELL R310.2.3 I , I , -- - -- I , r STAIRCASE FROM FLOOR �' ' THE IRC. A MINIMUM OF 75%PF SWING DOOR, SEE PLAN I I HORIZONTAL AREA SHALL BE FOR SIZE ; ; u~i A_`__ -- TO CEILING. TREATED SHOE 0m: Cb PERMANENTLY INSTALLED FIXTURES MIN 9'-0"SQ FT.WITH A io 1 I p rn PLATE AND GYP.WALL BD O C7, MUST HAVE HIGH-EFFICACY LAMPS. HORIZONTAL DIMENSION U) rn ---- --- I INSIDE FACE OF WALL MIN. LL W' c 0 OF MIN 3'-0"TO ALLOW FOR ' ' 0 0 O a-i ________ w 0 ATTACH RAILINGS.HANDRAILS J I w MECHANICAL NOTE: EMERGENCY ESCAPE AND ;� cv O c o O O O 34"-38"ABOVE NOSING. - _ RESCUE. COVER PLACED (2)ANCHOR BOLTS I , 1 0 -' , -------- O -' - �' ' tT THE MECHANICAL SYSTEMS SHALL I � 11.. � I I OVER OPENING PER R310.4 IN EACH CS-PORTAL 0 _____ __ ' O iv O UNDER STAIR PROTECTION: ' BE INSTALLED IN ACCORDANCE WITH FRAME WALL ABOVE I , li O O OJ R302.7 1/2"GYP BD SHALL ; PART &VI OF THE IRC. o?$ W SECTION-SEE ' ' UNEXCAVATED ' ' N LL -------- OJ u LL BE APPLIED TO UNDER ' ' ALL MECHANICAL SIZING PER ACCA C) = (- DETAIL 3 ON PG 2 TYPICAL GARAGE SLAB ; ; N STAIR SURFACES. ; ; MANUAL"S"BASED ON LOADS BARS.GRILLES,COVERS R310.4 N O I " ; ; SMOKE 3 0" N I cv 4 CAST-IN-PLACE SLAB CALCULATED PER ACCAMANUAL'J 3 Z BARS,GRILLES,GRATES T SIMILAR d W/6X6 W4.0 X W4.0 WWM ALARM O DUCT COMPLIANCE WITH MANUAL"D" DEVICES ARE PERMITTED TO BE PLACED PITCH SLAB-1/4"FT TO , , ; ; OVER EMERGENCY ESCAPE AND RESCUE �' LL Q I CO I I I I R303.4 MECHANICAL VENTILATION. OPENINGS PROVIDED AS FOLLOWS:INET W O GARAGE DOORS I I ALARM DWELLING UNIT SHALL BE PROVIDED CLEAR OPENING SIZE COMPLYING Q U) N W I ; , WITH WHOLE HOUSE MECHANICAL Z J ------ -------------1-------------------------------- -------------- ------------------- ------- ------- ----- WITHR310.1.1TOR310.2.3ANDSHALIL � r Q N ; - '-- --- ---- -- VENTILATION IN ACCORDANCE WITH BE RELEASABLE OR REMOVABLE z W N 00, SECTION M1507.3 FROM THE INSIDE WITHOUT THE USE Q C.) --------------------------------- -------------- ------------, --------------------------------------------- OF A KEY,TOOL,SPECIAL KNOWLEDGE ROP TOP OF CONCRETE ; i ; ; OR FORCE GREATER THAN THAT REQUIRED AS REQUIRED FOR ; i i FOR THE NORMAL OPERATION OF THE GARAGE DOOR,SEE PLAN ' ' I I ESCAPE AND RESCUE OPENING. FOR GARAGE DOOR SIZE EXTERIOR PATIO SLAB I � � ' ' e CD LADDER&STEPS R310.2.3.1 � 6"4000 PSI CAST-IN-PLACE SLAB ' ' W/6X6 w1.4/w1.4 WELDED WIRE MESH WINDOW WELLS WITH A VERTICAL 22'-4" 10,x„ \II/ I ' ' I ;—o'; ON GRANULAR COMPACTED FILL, DEPTH GREATER THAN 44 INCHES __ ' ' PITCH SLAB AWAY TO DRAIN SHALL BE EQUIPPED WITH PERMANENTLY AFFIXED LADDER OR STEPS USABLE OF WITH THE WINDOW IN THE FULL OPEN I , I POSITION. RUNGS SHALL HAVE AN ' I INSIDE WIDTH OF AT LEAST 12 INCHES 1 1 I 1 I 1 I I I I I I I 1 1 1 SHALL PROJECT AT LEAST 3 INCHES Cheek Walls1 NOTM THE TALL D SHALL BE SPACED for Concrete T MORE THAN 18 INCHES ON CENTER � � � stoop VERTICALLY FOR THE FULL HEIGHT OF cd And steps above THE WINDOW WELL. goQ L-+ ' ' r iUr U 16-4 cz (2)ANCHOR BOLTS ~ y M FRAMEEACH WALLACS-PORTALOVE PICAL FOUNDATION - 8'-0" HIGH �U SECTION-SEE IN ACCORDANCE WITH IRC CHAPTER 4 -p oo O DETAIL 3 ON PG 2 TABLE R404.1.2(8): 23' 8" 14' 6" 11'-8" 15'-2" 8 CAST-IN-PLACE WALL WITH w 65'-0" HORIZONTAL REBAR PER IRC TABLE �i R404.1.2(1) - SEE DWG-1 NOTE #6. , ,-�f.•��'�� '�..�� O ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, `o' T s 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE 8-0 FOUNDATION WALL HEIGHT TYPICAL ANCHOR BOLT - IRC R403.1.6 - n Mechanical Systems MAXIMUM SPACING: 1/2" @ 72" O.C. 1/21/20 SHIELD, EXTERIOR DAMP-PROOFING, ALL ��`� THE MECHANICAL-HVAC SYSTEMS FOUNDATION PLAN FOUNDATION FOOTINGS TO EXTEND TO I '' t SHALL BE DESIGNED AND INSTALLED EMBEDMENT OF 7" WITH NUT & WASHER. ! ;.T / l IN ACCORDANCE WITH PART-V SCALE: 1/4" = V-0" 2 BOLTS PER PLATE AND HOLD AT LEAST VIRGIN SOIL & BE FULL HEIGHT OR STEP ONE BOLT- 12" MAX AND 3-1/2" MIN OFF FOOTINGS 1V TO 2H . MECHANICAL OF THE IRC 2015 ENDS OF PLATES. '`� � crs��o •�� OF Nom. 9v" E R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed f LLJv draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. •- 1. In concealed spaces of stud walls and partitions, including furred spaces and ,s parallel rows of studs or staggered studs; as follows: 65'-0" lo 1.1. Vertically at the ceiling and floor levels. UJ 17'_5" 47'-7" 1.2. Horizontally at intervals not exceeding 10 feet. , O 2'-6" 12'4/2" 2'-6/2" 2.At all interconnections between concealed vertical and horizontal u spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. tat Enclosed spaces under stairs shall comply with Section R302.7 28'-0" (r3} 41 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 4" -0 floor level, with an approved material to resist the free passage of flame 6X6 PORCH POST FINISHED ( .a and products of combustion. r TW21052 - I TW21052 , WITH 1"AZEK TRIM .0 0. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 I 2-2x10 2-2x10 I 6. Fireblocking of cornices of a two-family dwelling is required at the line of2-2x102-2x10 N I i 1 -'-------- --------0------------------------ o dwelling unit separation. 1 2-2x10 II cv 1 ' ' ' ' 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral 2x 10 RAFTERS 16"oc o I 1 ' ' wood or glass fiber installed securely in place or 1/2"gypsum board. 2X10 CEILING JOISTS @ 16"oc x4 COLLAR TIES @ 48"oc o WIT I I I 2'-8.. U (D I . ._ ' ° 2'"8" cMti w WOOD LANDING ; ; @) , Pre-Fab/ Factory Built Fireplaces o BEDROOM #1 4 &STAIRS& In accordance with IRC code chapter I 9'-0"CLG HT I R INGSAs MASONRY X L N R CODE I I W o COVERED 10, factory-built fireplace Inserts shall I X ____________ PATIO i_ � MASONRY >" be UL listed and labeled and shall be I N N ------------ ; ; PATIO ; ; Of z installed in accordance with the N I I w conditions of the listing. Factory-Built ( 2x 10 RAFTERS (a7 16"oc I FRAMER TO VERIFY CENTERLINE OF ' ' `" fO fireplaces shall be tested in accordance I 2X10 CEILING JOISTS @ 16"oc 1 4'-8" WINDOW OVER KITCHEN SINK WITH N with UL 127. Hearths shall be installed in 2x4 COLLAR TIES @ 48"oc o KI CHEM LAYOUT PLAN PROVIDED accordance with the listing of the I I 1 Cl) TW2636 2 FWH6068PALR TW21052 TW21052 -J O Fireplace & in accordance with IRC code I - - - - - - - t - - j - - - - - 2'-8" ` ` V = II , for Hearths & Hearth extension. I / 0 X_9-174''LVL (2) -3/4"x -1/4"LVL 2.2x10 2"2x10 All Fireplace shall be equipped with an I 16'-6" 5'-11'/z" / N I 10'-4" ; I L' W exterior air supply. Exterior air ducts o 3'/'" / Ln 3 I N "' F- shall be UL listed. Factory Built Chimneys co 1 o M s� / ' �= I I x N I ,: KITCHEN �_I (i N = z shall be in accordance with IRC code chapter I OP N co / I I M 11 M 9'-0"CLG HT ¢ ' N O 10 Section R1005 Factory Built Chimneys. I \ N / I 41'-0'/�" W' O �40W z C-7 > 'I M v U 2'-6" 2`"6" 2'"4' I O o = FAN / FAN w t FAMILY ° l n a 0 ¢ '�° o UL LISTED GAS CODE COMPLIANCE STATEMENTS: ® 2x 10 RAFT 16' c ® 1' ROOM i° PRE-FAB FIREPLACE I H 2x 10 RAFTERS 1 " i° @ 9'-0"CLG HT GLASS DOORS& 0 00 O 2X6 CEILING JOISTS 6" I 2X6 CEILING I 16"oc o co 9 Q h HEARTH EXTENSION O Q r U 1. The windows selected for this project shall meet I x 2x4 COLLAR TIES @ 4 2x4 COLLA T 8"oc w V I w N AS PER RESIDENTAIL the egress requirements of R310. I = 1�0f g ,�1 / �' CODE-CHAPTER 10 0 o 5'-01, 3'-6" � �= O a VENT TO EXTERIOR „ - ir 2. All windows shall meet Section 8308 Glazing and I N� (n /5,/z„ 0 LL I Q o -9 � M N R308.4 Hazardous locations. BATHROOM o I ; '4 - LL 1 >, v LL ao L � � � y 3. Windows were required shall meet the Window Fall I 9'-0"CLG HT „ ( o protection requirement R312.2. I 10 ! o 0 a N 4. Bathroom windows shall meet the hazardous 1 KNEE WALL },moo / o o I M � ( I C c z o m cQ I ry/ 1' M ~ I CD ? N N C U O l 401, c C'_' N O glazing requirements as per 8308.4 5. Stairs, landings, railings & guards shall comply �° 1 ( WALK IN / I N \ W with 8311 & 8312 1 � CLOSE� \ ., w N I I :-Cf) °'•0- e°� •� �" ��� c�3 Cc, 3 6. Outside lighting shall comply with RE 3803.3 1 I / /Q n ¢ -2-2x10 (2)1-3/4"x'-114"LVL DROP 3'-0" s a a r N 7. Stairway illumination shall comply with R303.67 - L and 8303.8 U N B NCH 2'-0" 3'-0" i 2X10 c 6 n o o with R302.11 thru R 02.11.2 I / X N HALL I I - a = E u 8. Fireblocking shall comply 3 0 I� o L �,. s O 9. Draftstopping shall conform to R302.12 thru R302.12.1 I / I V-0"CLG HT 2'o" °° ,I �, 2 a o 10. Flame spread and smoke-developed index for walls 2x10 RIDGE oo H C ,C,^ = N = Q7 0 [L 0 N m$ M - - - - - - - - - I f000 'n LO - and ceilings shall compy with 8302.9 thru 8302.9.4 I ° CABS ________ ______ 0 CABS _ ° U- 1 R302.5.1 OPENING PROTECTION. I °D U_ �' 11. Flame spread and smoke-developed index for INSULATED SOLID CORE N insulation shall compy with R302.10 thru R302.10.5 I STEEL DOOR 20-MINUTE W I ` M S �' __-__-_- 3 - a.: _>J 1 FIRE RATED DOOR. > ^ STUDY 29 ti 11. Recessed lighting fixtures rated for -----_ - _ I o W = \ g g ACH�/tlEAT1-tEfZ-ST12IPPED -------- r - " 7' XII X membrane penetration shall meet ASTM E 119 W/SELF CLOSING DEVICE. +70 w I J o U. ________ X 9'-0"CLG HT o �., N and Fire Stopping as per ASTM E814 or UL 1479 I I ��T LL g Q II iz: ________ co "''I N C o 12. Exterior Decks shall comply with R507. I o Ir ' 22'-9" °' = 7'-3'/z" 7._1. -------- 07 11' 1'/i' T ~ N I c.' w I - ------ v 14'-6" c37 0 5'/2" N N 3'/�" ¢ �I 3Y�" N 5'/z° 5y„ r- Z nJ CV 3'-4" , z O 1 GARAGE i \� II r` r` o o N Q 1\ LAUNDRY PANTRY UPI 0 1 J DWELLING GARAGE \ II ROOM 16R' M N LU SEPARATION IN, LLI I¢ ACCORDANCE WITH \ o I EQUAL EQUAL ' 3'-4" 7'-2" 4 0" J U) J ° -' "v IRC TABLE R302.6 I 2-2x10 2-2x10 1 5/'" 2-2x10 2-2x10 'I Q _J SEE DWG-1 F0IR TABLE I \ "' D- W U o X INSULATE WAL4S i Q (A rn X COMMON WITHILIVING I \ TW21052 TW21052 O o TW21052 TW21052 d. AREA � \ 14'-6'/<<" 1 � � 5'-10" 5'-10" I 8312.2 WINDOW FALL PROTECTION NOTE: I M I 2x 10 RAFTERS @ 16"oc 2x 10 RAFTERS (a)16"oc \ I o @ @ MASONRY o I M W N o� H COVERED N TOP OF THE WINDOW SILL SHALL 1 2X12 CEILING JOISTS fi 16"oc o 2X12 CEILING JOISTS @ 16"oc \ I N LU � PORCH N I BE A MINIMUM OF 24 ABOVE THE FINISHED I 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIES @ 48"oc , FLOOR AND GREATER THAN 72"ABOVE THE 1 I I I U BLUESTONE FIN. CID It FINISHED GRADE OR OTHER SURFACES I N I I N N 3-2x10 I BELOW ON THE EXTERIOR SIDE OF THE - - - - - BUILDING. SHALL COMPLY AS FOLLOWS: 1 \ 1 I ® I ~ R312.2.2 WINDOW OPENING CONTROL DEVICES: 1 L - - - - - - - - - - J=HB&G WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000. THE OPENING ------- ------- I ,COLUMN PERMA-CAST DEVICE AFTER OPERATION TO RELEASE THE 1 I 5' DEVICE SHALL ALLOW THE WINDOW TO o '- FULLY OPEN TO MEET THE CLEAR OPENING M I 2-2x10 2-2x10 1 o AS REQUIRE TO MEET EGRESS R310.2.1 E-+ L - - - - -TW21052 - - - - I- - - - TW21052 - - - - - ^,/ I-I , M @) WINDOWS, EXTERIOR FRENCH & SLIDING DRS W M .0 Plans indicates ANDERSEN series 400 Tilit Wash -a o0 0 , „ Model Numbers and shall be In accordance with IRC R609 s'5rz' io's° s'-5rz 3-10" T 2° s'-ai s'4i 7'-2° 4'-sr° o •� pyx ~ N � To be designed & installed as per manufacturers 23'-8" 41'-4° ® o ct M 03 specification for 140 ultimate design wind speed "� �n P4 and IRC Table Provide HP LOW-E4 (3 30, SHGC = .29 ) SID HRC �j•l v 65'-0" O EGRESS: shall meet R 310 WINDOW FALL PROTECTION: shall meet R312.2 Substitutions made upon meeting Code. 9'- 0" PLATE HEIGHT A See page one general notes for additional S Smoke Detector g p g , g AREA SCHEDULE code requirements. 1 FLOOR PLAN Carbon Monoxide Detector q NAME AREA co General Refer to DWG-1 Gral Notes SCALE: 114" = 1'-O" FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1955 sq ft. In accordance with Section 915 of the IN ACCORDANCE WITH IRC 8302.11 i N��� GARAGE AREA 590 sq ft. 2015 IFC as amended by the NYS THRU R302.11.2 AND DRAFTSTOPPING uniform code supplement PER R302.12 THRU R302.12.1 1e E co , Z3 d _ U C C:� a) � (ll � N E U>NC) O � U «0 N N C1' C0 M to 36'-7/z' 6'-5'/" ry z 0 TW3046-3 TW3042 TW3046-2 CO in 3-200 2-2x10 2-200 I _j O FAN � 2 8'-111/2' `� 12'-0" I r 5'/2" O o •� z ~W o ho \ ~W I O LL BEDROOM #2 W o W BEDROOM #3 O = O 8'-0"CLG HT o� z_g W z g 8'-0"CLG HT i U U z � J J I L X U ----- 6'-10" 2.0.. o O LO N 00co d' , p N �' N N ; WET BARuJl ' N N I I o O L/Y\ O ;30 x22';RO I s :min,-Attic o 0 0 o I lacess .I ° E O I • 510.1 -----• t{ )) I I a c N wa2'-61 NCLiv 6" 2x12 RIDGE � 6o v _ I— - - - - - - (,D- ocoN Y.m ID Ccm `' NFAN °N '-11" 10'-10'/z' t,5'-0" Cl)"' GUARDRAIL ° u w Us° 2'-6" 2 C O 04.2 ii Yt03a)S t2)2 X 12 FLUSH 2'-6 N ._ oa) uo cc 0.0"o LDN ° oT 07 IW K�__o a Z oCD S v. m oUD -------- GUARDRAIL x71? E :E cc - 0BEARINGco oor r �VALLc3 BEA41NG IN =• :3 ° cD o --00 v m a H m E n o a I N CO . _ AL 1N m @It / / i I 7 2x10 RAFTE -------- (c)S 16"oc to ________ F-U) / 2x10 RAFTER 5.16"oc 2x6 CEILING JOISTS @ 16"oc \ w O F Open n t0 / 2x6 CEILING JOI TS @ 16"oc 2x4 COLLAR TIIES @48"oc -------- F -� / I \ Q z g below / 2x4 COLLAR TIS @ 48"oc I ry LIBRARY ` -------- o 0° // BEDROOM #4 I o 8'-0"CLG HTcco N / 8'0'CLG HT I 12'-0" 11'-1' ' / 12'-0" 0 T 7 3%" 3/'/" I N L(A 2-2x10 2-2x10 2-2x10 I Lfi Q Q I N W 6i_I C/) TW3046-2 I TW3032-2 I TW3046-2 -j Q (!J 11'-10'/." 11'-10'/." 2'-8" 36'-7/2" 2'-8" MSI \s/ A SOLAR ENERGY SYSTEMS (R324) SOLAR ENERGY SYSTEMS SHALL COMPLY W WITH IRC SECTION 324, APPENDIX U a & NYS SUPPLEMENT. SYSTEMS SHALL BE LISTED AND LABELED WITH UL 1741 . W �' PANELS SHALL BE LISTED AND LABELED ROOF PLAN R312.2 WINDOW FALL PROTECTION NOTE: 2ND FLOOR PLAN ' ct �� _ � �� WITH UL 1703. �� _ � �. .> M � SCALE: 1/4 1 -0 SCALE: 1/4 1 -0 I� c�, 10 TOP OF THE WINDOW SILL SHALL 0 BE A MINIMUM OF 24"ABOVE THE FINISHED bA °O •0 SOLAR READY ZONE: FLOOR AND GREATER THAN 72"ABOVE THE AREA SCHEDULE rx ON IN ACCORDANCE WITH IRC CODE APPENDIX U FINISHED GRADE OR OTHER SURFACES NAME AREA ®/ o `� c BELOW ON THE EXTERIOR SIDE OF THE SECOND FLOOR AREA 1163 sq ft. F� v� R� & 2015 IECC APPENDIX RB BUILDING. SHALL COMPLYAS FOLLOWS: THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING R312.2.2 WINDOW OPENING CONTROL DEVICES: 0% ACCESS OR SET BACK AREAS AS REQUIRED BY WINDOW OPENING CONTROL DEVICE SHALL Smoke Detector THE IRC AND NYS SUPPLEMENT. COMPLY WITH ASTM F 2000. THE OPENING S a DEVICE AFTER OPERATION TO RELEASE THE O Carbon Monoxide Detector Q' ROOF AREA ORIENTATION SHALL BE BETWEEN DEVICE SHALL ALLOW THE WINDOW TO co Refer to DWG-1 General Notes 110 - 270 DEGREES OF TRUE NORTH. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 In accordance With Section 915 of the �.d 2015 IFC as amended by the NYS •� �. CERTIFICATE REQUIRED PER IECC APPENDIX RB103.8 uniform code supplement '� OF NE`t� l ui o r .� r r-- •�. O 0 CONT.RIDGE VENT R.. a► CONT. RIDGE VENT 12 5 12 2 12 !r i .0 12 a D „ ASPHALT SHINGLES 07 CONT.RIDGE VENT 6 V oo ' I TOP OF PLATE (V 12 Q 12 a10 I � , 00 I i/ ASPHALT SHINGLES \\ I 1 GUTTERS&LEADERS -� AS REQUIRED TYPICAL _ TOP OF SUBFLOOR TOP OF PLATE _ TOP OF PLATE Z \ - ' � F 6X6 PORCH POST FIII iED T O WITH 1"AZEK TRIM 0 0 Fm ' I J 0 4F C) M r` TOP OFSUBFLOOR W I - i _ TO_P OF SUBFLOOR '-- _ TOP OF FOUNDATIO _ TOP OF F_OUN_DATION Z �n F 17—-— LL FINISHED GRADE FINISHED GRADE ' O II I o = o o U I I I I u `J I I I 60 Lo I II I I I I L � L J L J I I I T- D o co I I I I I I I I I r U I I I TOP OF FOOTING �� - -I • - - - - - - - - - - - - - - �, TOP OF-FOOTING - - - - -- - - - - - - - - 1� - - - — — - - - — — - - — - - - - - — - - - - — — - - - - - — - - - - - - - - - - ] -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - ]— N co _ E,p C M N 0'0 6 E vI O L = E 0 L ° � Na°RIGHT ELEVATION ��N� co NREAR ELEVATION LU F U -a m C-. '-0"SCALE: - SCALE: 3/16' - 1 O i U C Y N 2YNTO Y co-L' c ,303O 2•c Z Zr � � LL m mi co 'n Q•gyp C O c � 0 a) O Q U Q... p 2`L w.O c0�"O .O. C G7 w,C N tq N.—•— Q N c 0 N O CONT.RIDGE VENT 0 :Z= ` m v o r _ — TOP OF ROOF— _ � o �0 � �- 020oa) 12 ASPHALT SHINGLES 12 12 a 10 10� 12 12 10� 10 12 5 GUTTERS&LEADERS CONT.RIDGE VENT 12 AS REQUIREDTYPICAL TOP OF PLATE — _ 1 TOP OF PLATE CONT.RIDGE VENT -—-—- F- �,, 1 _rn 0 12 ? 12 CD z N U) 00 ' J fA LLI 4+/� ©IIJI 2 Q U) TOP OF SUBFLOOR O O TOP OF PLATE _ __= TOP OSUBFLOOR OFBP_L 5-1/2"FRIEZE BD _---CEDAR PERFECTION -.1-LI 11 Ili 111111 1111 1 1 HIM I 6X6 PORCH 1 111-7 yTy lililli WOOD SHINGLES WITH AZEKOR FINISHED _ LlIll .111J , WEAVE CORNERS o 11 711 LLL YTYT (� T��/• - V1 TOP OF FOUNDATIO TOP OF SUBFLOOR — TOP OF FOUNDATION TOP OF SUBFLOOR — — —-—-- 177 — TOP OF FOUNDATION , FINISHED GRADE , , , , , , , ' I I I I I I I SPLASH BOARD I 1 i 11 1 P.C.SLAB ON GRAI�E i W 1 I EMERGENCY ESCAPE AND RESCUE Q' rG� WINDOW WELL cl oo WINDOW WITH WELL TYPICAL o bo r. > cn S I I I I I I I I I L J I "C3 00 ct 1 I I I I I I I I III I ' • I I Q � x 't3 �1 - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - �-J - - - - �-I - - -I C - - - - - - - - - - - - - - - TOP OF FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -— -—-- - - - - - - - - - - - �1 —-—-—-—-- 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 C - - - - - - - - - - - -� ] TOP OF FOOTIING zo aE A O FRONT ELEVATIONffV - LEFT ELEVATION SCALE: 3/16" = 1 '-0" SCALE: 3/1611 _ r' . �,� 01901 pQ', VENTS: 4"VENT THRU I I 4"VENT THRU R302.13 Fire protection of floors. O ROOF P3103.1 ROOF EXTENSION ENGINEERED FLOOR JOIST Floor assemblies that are not required elsewhere in this code to OPEN VENT PIPES SHALL WITH AMINIMUM FLANGE r h 7 7 UJI L) ROOF be fire-resistance rated,shall be provided with a • �"' EXTEND MINIMUM 6"ABOVE OF 1-118"X 2"WIDE. , } -inch gypsum wallboard membrane, THE ROOF OR 6"ABOVE THE /z � r r ANTICIPATED SNOW ACCUMULATION. 1/2"THICK GYPSUM ADDITIONAL FIBERGLASS BATT INSULATION or%inch wood structural panel membrane, BOARD LAYED ON IF REQUIRED TO COMPLY WITH ENERGY or equivalent on the underside of the floor framing member. - {. P3103.2 FROST CLOSURE: TOP FLANGE WITHOUT CODE.REFER TO RES-CHECK OR HERS 2" Penetrations or openings for ducts,vents,electrical outlets, 2 ' _ ' I WHERE THE 97.5%VALUE FOR ANY FASTENERS. REPORT FOR INSULATION REQUIREMENTS. V ..-'� � `-, lighting,devices,luminaires,wires,speakers,drainage, � ._. OUT-SIDE DESIGN TEMP IS 0 DEG F piping and similar openings or penetrations shall be permitted. ' 1 3" , OR LESS.VENT EXTENSION THROUGH NOTE: A ROOF OR WALL SHALL NOT BE LESS INSULATION OMITTED Exceptions: r L THAN 3"IN DIAMETER. ANY INCREASE FOR CLARITY.REFER TO p IN SIZE OF THE VENT SHALL BE MADE ENERGY COMPLIANCE 2"BATT MINERAL WOOL INSULATION 1. Floor assemblies located directly over a space protected by an " 1 NOT LESS THAN 1 FOOT INSIDE THE DOCUMENTS LAYED ON TOP FLANGE WITH automatic sprinkler system in accordance with Section P2904, �. I THERMAL ENVELOPE OF THE BUILDING. INSULATION STAY WIRES 24"APART NFPA 13D,or other approved equivalent sprinkler system. p TUB/ WC LAV LAV I STALL WC LAV I WET BAR MANUFACTURER:"ROXUL" U SHOWER I SHOWER I FIRE PROTECTIVE OPTIONS 2. Floor assemblies located directly over a crawl space not intended j,0 D7 FOR I-JOISTS FLOOR SYTEMS for storage or fuel-fired appliances. a .C5 T-� COMPLIANCE WITH:R302.13;FIRE PROTECTION 3. Portions of floor assemblies 2ND FLOOR 1-1/2" 1 1-1/2"1 1-1/2" OF FLOORS: EXCEPTION;#3, shall be permitted to be unprotected where complying with the following: R, @ 3.1.The aggregate area of the unprotected portions does not exceed 2" 1 2" I R302.13; FIRE EXCEPTION: PROTECTION OF FLOORS: 80 square feet per story 3.2. Fireblocking in accordance with Section R302.11.1 is installed along 3 3 I the perimeter of the unprotected portion to separate the unprotected 3„ I 1. THE AGGREGATE AREA OF THE portion from the remainder of the floor assembly. ` .0 3„ UNPROTECTED PORTIONS DOES NOT 'O 2„ EXCEED 80 SQ FT PER STORY 4.Wood floor assemblies using dimension lumber or structural composite VU•" I 3" 1- - lumber equal to or greater than 2-inch by 10-inch nominal dimension, U 2" I ' - - - __ 2. FIREBLOCKING IN ACCORDANCE WITH or other approved floor assemblies demonstrating equivalent fire performance. �I --- .) 2., ' ' - - "_--- SECTION R302.11.1 IS INSTALLED ALONG • -' �--�--' � , ;`` ._ _ � � � ~' 00 THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED 04 3"1 PORTION FROM THE REMAINDER „I Sink WM DW Sink I LAV WC STALL 1 LAV LAV WC STALL WHIRL OF THE FLOOR ASSEMBLY C7 ct I SHOWER I SHOWER POOL TYPICAL SOFFIT CONSTRUCTION. M 12" overhangs-typical 1 1/2" 1 1/2«1 1 1/2° I FIRST FLOOR 6" Wood fascia & 6" Wood rake boards.„ �� 1-1/2 1 1/z Trim in aluminum or use azek or equal 2" 1 3" 2" I 3„ 2" 2" Metal drip edge per IRC R905.2.8.5 1 Fully Vented Vinyl Soffits Z 3" I 3" 3„ I I 1 TYPICAL EXTERIOR WALL 0 1 1 2x6 Doug-Fir Wood Studs @ 16" cc. m .__I 1 I Double top Plate and Single Sole Plate. 1 4" FAI TYPICAL ROOF CONSTRUCTION 1/2" exterior Grade - Span Rated O V 3" ` 3" Class AAsphalt Roof Shingles w/ Continuous Structural plywood Sheathing. V = Co COt \ fasteners per manufacturers specification Fastened per Fastener schedule. _\ CONNECTTOANEW and IRC 2015. p --•� SUFFOLK COUNTY DEPT. Ice &Water barrier as per IRC section R905.1.2 tyvec House Wrap or equal. ✓ 4" OF HEALTH APPROVED (Note: Double underlayment is required Vinyl or Wood Siding as per clients selection W O SANITARY SYSTEM. for Roof slopes between 2 on 12 and 4 on 12) installed per manuf specs and IRC code. z span rated structural plywood Sheathing, D (J) Framing Framing As per plans with 1/2" exterior grade Cont. load path strapping installed in accordance Z Nail to framing in accordance Fastener with drawings. Provide Fire Blocking in accordance O O O PLUMBING RISER DIAGRAM- Schedules & Strapping per detail sheet(s). with I RC R302.11 & R302.11.1 and = Not to Scale Flashing per IRC R905.2.8 Draftstopping per R302.12 & R302.12.1 V V Z TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, QO V Glued and Nailed in R905.1.2 ICE BARRIERS; accordance with the fastener schedule. Cn SELF-ADHERED POLYMER MODIFIED CONTINUOUS RIDGE VENT RAFTER/CEILING JOIST HEEL Floor joists and Bridging as per Code. BITUMEN SHEET USED IN PLACE OF JOINT CONNECTION E NORMAL UNDERLAYMENTAND RIDGE BOARD SHALL BE NAILED •o 00 ` EXTEND FROM THE LOWEST EDGES OF TOGETHER IN ACCORDANCE TYPICAL FOUNDATION CONSTRUCTION ALL ROOF SURFACES TO A POINT NOT R802,3.2 COLLAR TIES WITH TABLE R802.5.1(9) .-S;12 in accordance with chapter 4 a mY tE tN LESS THAN 24 INCHES INSIDE THE SHALL BE NAILED with 4-10d (SEE DWG-1 FOR TABLE) m c `No o a m > EXTERIOR WALL LINE OF THE BUILDING. BOX NAILS IN ACCORDANCE WITH SIMPSON H2AAT EACH 3000 psi Air Entrained cast-in-place concrete c c Z a E .6 a m ON ROOFS WITH SLOPE EQUAL OR GREATER 12 WITH FASTENING SCHEDULE RAFTER TO STUD, m _ 0 y', rn a w �o - THAN 8112,THE ICE BARRIER SHALLALSO BE wall on cast-in-place Concrete Wall Footing per o •� o o N o N O a D U w- V O•-- APPLIED NOT LESS THAN 36"MEASURED ALONG \ R403. Refer to Foundation Plan for footing size, 2;, a,� �_ „ R402.2.3 IECC; SAVE BAFFLES c >.T a'�:o THE ROOF SLOPE FROM THE EAVE EDGE OF THE 12 thickness & Horizontal and Vertical .N ` c ° >M•- � - = 3 BUILDING -C- a� SHALL E INSTALLED IN VENTED ATTICS, m t V).o_1 $ L = E 3 0 2x4 CT 48"o\C \ +! 5 A BAFFLE SHALL BE INSTALLED m a a a w 0 @ ADJACENT TO SOFFIT AND EAVE VENTS Reinforcement per IRC Chapter 4. & gen note #6. U1 �'N'- - N L _ E \ \ AND EXTEND OVER THE TOP OF THE Damproofing per R406. 2- 2x6 approved L __ Cn N cD�,o.3 o E \ \ Co ATTIC INSULATION treated Sill Plates, Sill Seal And Termite shield per - o Cc- s L C o \ \ Section R318. Anchor bolts per Foundation Plan r .N N c E= E 2 o (n \ \ 0) and R403.1.6 Q y TOP OF PLATE CONT.RIDGE VENT - - - - - - INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings INSULATION BATT •2 L PPED JOIST and walls except basement walls & clgs - unless INSULATION ® ® ® noted. Min 1/2 Moisture Resistant Wall Board on 2X8 LEDGER p BE NAILED with 4 16d " LAG SCREW TO ON NAILS IN ACCORDANCE STUDS @ 16"OC ABLE R802.5.1(9) Ceiling and all walls In Bathrooms (humid areas) SIMPSHANGS N SKEWED and 5/8" cement board on walls and ceilings in wet areas. o HANGER @EACH OOM co RAFTER Provide 5/8' Fire Rated sum wall Board on walls Lu BEDROOM #4 ( gyp � O 12 ENGINEERED BEDROOM #3 and ceiling located as per code, manufacturers z 2x6 Rafters 16"cc 4+/ FLOOR i requirements and drawings. N g JOISTS 99 ( TOP OF SUBFLOOR L �W ¢ 2x4 Cellin Joists 16"oc -- - INSULATION SCHEDULE w _ - of PLATE shall comply with Res-Check > Q insulation requirements of 2015 IRC & °- Lu v VINYL SOFFIT ON f the 2017 NYS IECC Supplement Q FURRING STRIPS i ® ® Location R-value Thickness R-21 3ATT I; Flat Clg * R-30c 10-1/4" COVERED STUDY FAMILY INSL ATION Vaulted Clg R-30c 8-1/4" 21 BATT ROOM Floor(unheated space) R-30c 8-1/4" PORCH INSULATION Floor(outside air) R-30c 8-1/4" ENGINEERED Exterior 2x6 walls R-21 5-1/2" FLOOR air seal walls to pass 3 air changes per hour TOP OF SUBFLOOR Above grade attic walls R-15 3-1/2" Foundation RimJoist: R-30 closed cell spray foam TOP OF FOUNDATION - _ All Glazing U = .30 SCGH: .30 E-I __ o. Doors-less than 50% glazing U _ .40 r, d. 30C BATT LVL GIRDER e`40 Door-more than 50% glazing U = .30 SCGH: .30 Q �, O INSULATION 1-4 Z U R-11 BATT *If art or the entire attic will be decked over with plywood, R302.13 FIRE PROTECTION OF FLOORS: INSULATION p p y ct a PROVIDE 1/2"GYPSUM BOARD ON ENTIRE a; C) the ceilin oists must be dee enou h in order to fit the DRAPED ON gJ p g M ' o' s _ CEILING ABOVE BASEMENTATTACHED ACLS a0 N M W batt insulation so that it is not compressed. If not then e � Ix r R i p 'cs TO THE UNDERSIDE OF THE JOISTS.O .� O AS PER EXCEPTION#3-SEE DETAIL ABOVE 6. Clg Jsts will have to be built up or upgraded to the next size. o e UNFINISHED ® � x N BASEMENT Other Specifications: o C M ct TYR BASEMENT SLAB p hal V� p� � TOP OF FOOTING • z 100% high efficiency lighting (GEC's or LED's) o - - - - - - - - - z All Energy Star appliances O : ' p A 1,7,• . R403.6 Mechanical ventilation shall be provided that SECTION - A meets the requirements of section M1507 of the IRC SCALE: 1 /4" _ �-��! R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a certified third party rater. o 0140A Of 0F NE`tS �e IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-A 1-B 1-C 2-1 2-2 2-A 2-13 E TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP U r L_ a) BRACE WALL LINE SPACING(FT) 13 23.33 20 23.33 20 17.4 40 40 23.33 23.33 28.66 28.66Z3 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 48" 27" 27" 27" 48" 27" 24" 24" 24" 24" .� TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 11 10 11 5 9 35 9 6 6 7 7 r r°""°°""^"'*-- , J I m m mJ 77 ITABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c """°"""""! 4'-0" I 17-5" 39'-7" 4'-0" 1. EXPOSURE CATEGORY 1 1 1 1 ' 2. ROOF EAVETO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 '7 E O 1 U 3. WALL HEIGHT .95 .95 .95 ,95 1 1 .95 .95 .9 .9 ,9 .9 = 7 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 1 1 1 1 '""° E I 5. ADDITIONAL HOLDOWNS ' Q) I 6. GYPSUM BOARD OMITTED 7. GYPSUM BOARD FASTENING ,7 D Cr 4'-0" RESULT REQUIRED BRACED WALL LENGTH(FT) 4 16.7 15.2 16.7 8 11.7 31 11 5.4 5.4 6.3 6.3 [ 1 V I TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) t- oo C-4 I PER PLAN BRACING LENGTH PROVIDED (FT) 5 21.91 22.75 21.3 15.75 19 37.5 17 17.5 19 12 12 04 4'-0" 4'-0" ( COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y O lo 1 I r- a.Linear interpolation shall be permitted M CS-WSP CS-WSP b.The total adjustment factor is the product of all applicable adjustment factors. 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(i)FOR 140 MPH c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 ABBREVIATIONS, BWL=BRACED WALL LINE, 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 (L CL I BW=BRACED WALL, 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE cn rn CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL SHALL BE OFFSET NOT MORE THAN 4 FEET. o � o CS-PF CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL v I v I THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. z 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH BWL 1-1 - -I END OF A BRACED WALL LINE 0 - - - - - - -t- - - - - - - - - - - - - - - - - 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE n R602.10.2.2 J U _J O U = U I 4'_93/," 4'_0„ N cq N 4'-0" co 28'-7'/" fn ' 4'-0" LLJ Q D I o I I 54YVn 2'-8 9/16" z Cl) 6-9 3/ -9'/ U) 2 LL U M CS-WSP CS-WSP CS-WSP CS WSP CS-WSP CS-WSP CS-WSP O LO ' UZ a V- D O 1 0 0 o 00 5-4,x„ I `* `r v `r r U f- BWL 1-2 1 I I BWL 2-1 U _ - _ -_ _ - _ - _ - _ - _ - _ - _ _ - _ _ _ - _ - _ _ - _ - _ _ _ - _ - _ _ _ _ _I- _ - _ - _ - _ - _ _ - _ - _ - _ - _ i _ - _ _ to 'nO GB GB I I SIMPSON DTTZ2 ;-n HOEDOWN o rM o a N ALLOWABLE I m 0' (ba , m n L ' LOAD: 1825 LBS I �6 T a U c 0 c y o `O [` C_ O U @ V A (LI Z7 C C a O 0 CD N 0 C@@ I 7 G U V iT C O 7 N �6 N C O'er D O N@ `O O f/J I , , N 2.2 Oct U W- N(,� UY U I 1 8 cc)12) 30 M sc2303 oam ° °c -U �4�� o N 0, 0-_:S co 2 2 CU Ur I - 0-'00 C O 't.6 L O C M O (n I Uv n @ U@a, Ot m g o 2 � c E 2 t C , `@h c dwcmcd, o = cUy Ch > 1 1 L C n.E@ d-O dl O 00:S j2 U I F- 0 (ncoa- HccEn.60CL o , v v N N , I ' GB _ _ - - II II II II II I j � I I I I I I I I BWL 1-3 u u II n u _ _ _- _ __ _ _ _ II II II I I II II U l'7 , I I I I I I I II II II II II II 22'-9" II II II I I II II I I I I 1 W I I I I i O GB METHOD ---- - --------- p TABLE R602.10.4 ---- --- I --------- N Q INCL.C.AT PANEL UDING ES in TOP UJ BOTTOM PLATES, 7"IN FIELD -------- I ------- - J - W ALL HORIZONTAL JOINTS Q BLOCKED AND m FRAMING CONNECTIONS O -------- a --------- a U AS PER DETAIL 2 ON DWG 2 ________ I I Q U I Ch �t BWL 1-4 BWL2-2 I -------- v ' --------- - - {-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-- - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - - 1 C. CIDa O i I U I �/ (n It I I ' CS-WSP CS-WSP CS-WSP CS-WSP CS WSP CS-WSP CS WSP CS-WSP CS-WSP I 5'-61/," 4'-2/" 5'-0, 5-0" 4'-2/" 2-11 7/16" �-I I U) � I I U 4'0" 28'-7'/a" U 4'-0" H t.� � rr tr" ,j BWL 1-5 M BRACING METHOD ® CS-WSP CONTINUOUS SHEATHING ---------- ----------- CIL WOOD STRUCTURAL PANEL x '^ t v o Ico ( DETAIL #1 ON DWG-2 ® ct Cn 1ST FLOOR WALL BRACING PLAN M , Ch / _ V-0" CS P F CPORTALOFRAMEUS EATHING O 777 SCALE: 1/4" - DETAIL#3,DWG-2 D aRc CS-WSP ' CS-WSP C -WSP JAG y�j. ' ® GB GYPSUM BOARD 7'-9%" 4'-0" BRACED WALL NOTES: 0, 2ND FLOOR WALL BRACING PLAN All 4'-0" 17' 5" 39'-7" 4'0" REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED SCALE: 1/4" = 1'-0" WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED �1"TC 019010 y0Q' WALL PANELS SHALL BE FULL-HEIGHT F NES SECTIONS OF WALL WITH NO VERTICAL 1 - OR HORIZONTAL OFFSETS.