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HomeMy WebLinkAbout43210-Z .FOfFat/( Town of Southold 10/31/2019 ao Gyp P.O.Box 1179 o c' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40826 Date: 10/31/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3320 Bay Shore Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-38.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2018 pursuant to which Building Permit No. 43210 dated 11/9/2018 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: wood frame one family dwelling with attached garage, wrap around covered porch and rear stoop as applied for. The certificate is issued to WH Crumb LLC&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0102 10/29/2010 c ELECTRICAL CERTIFICATE NO. 43210 9/23/2019 PLUMBERS CERTIFICATION DATED 9/30/2019 upp o e nature ao��uFwt,��4G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy, • o� 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#: 43210 Date: 11/9/2018 Permission is hereby granted to: Bayley, Robert PO BOX 2125 Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 3320 Bay Shore Rd., Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-38.2 Pursuant to application dated 10/23/2018 and approved by the Building Inspector. To expire on 5/10/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,192.40 CO -NEW DWELLING $50.00 Total: $1,242.40 1 h - Bui ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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. lol A3) New Construction: " Old or Pre-existingBuilding: check one ��"" g ( ) y Location of Property: 3 3.;2 6 Z6!1 S' � d (Le- �V'� Of 1 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 3 Block Lot Subdivision P-e ce"L ci%Arm-i Filed Map. y Lot: Permit No. Date of Permit. Applicant: c .L, leery Health Dept.Approval: t Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature "aso Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCa)town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To WH Crumb LLC Address: 3320 Bay Shore Rd city Greenport st: NY zip: 11944 Building Permit#. 43210 Section 53 Block' 6 Lot 38.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Neubauer Electric LLC License No: 3876-ME SITE DETAILS Office Use Only Residential X Indoor X Basement/Crawl 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 40 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water Elect GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Puck Lts 5 Pumps Transformer Appliances Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 46 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment DW, Micro, Coldwater Ground and Ground Rod,3- Bath Exhaust Fans Notes, Inspector Signature: Date: September 23, 2019 S.Devlin-Cert Electrical Compliance Form.xls i TownHall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUELDING DFS' TKENT TOWN OF SO THOLD JCERTIFICATION Date:- Building Permit No."t?j Owner: (Please pr t) Plumber; (Pl e p ' t) lead. Y certify that the solder us PA in the water suppl system contains less than 2/10 of 1% C-jL "Mbers S! attue) Sworn to before me this, day ofSFr, 20 Notary Public, C'-l1� DI A AN Notary public• state of New • A No. DIAN6364554 Wd ,n Nassau CExpires_ 3 2'21 4 d �o�aOF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR r ol �� OF 50UTho # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fy nx- 2kv/ -Fh DATE INSPECTOR 0f SOblyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ),,OF ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAUL ING RE ARKS: 00 a�_A t dye o . Vl� 22 DATE �9'I INSPECTOR SOOTy�Io # TOWN OF SOUTHOLD BUILDING DEPT. i'gurm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND INSULATION 44 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-18,02 INSPECTIONS [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] FeFCTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE to INSPECTOR OF SOUTyO� uf * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) ' ]) ELECTRICAL (FINAL) lifo [ ] CODE VIOLATION [ `]' CAULKING REMARKS: IoM IF c4 k#Z r I_� DATE G1117 INSPECTOR pF SOUIy�� # TOWN OF SO.UTHOLD BUILDING DEPT. `yco 765-1802 IN-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL /V.6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 10111uzf INSPECTOR l\LWAA 14,1 4 ACOA !Manual DJS HVAC Load Calculations for Residence 3320 Bayshore Rd Greenport, NY 11944 Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631-383-4198 Monday, October 22,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations aro performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Enerpv Rating Service ACCA Manual DJS Islip Terrace NY 11752 Pa e 2 Pro"ect Report General Proiect Information Project Title: ACCA Manual DJS Project Date: 10/22/2018 Client Name: Residence Client Address: 3320 Bayshore Rd Client City: Greenport, NY 11944 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-383-4198 Desi n Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel-Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.812 Square ft. of Room Area: 1,724 Square ft. Per Ton: 768 Volume(ft'): 17,745 Wilding Loads Total Heating Required Including Ventilation Air: 29,392 Btuh 29.392 MBH Total Sensible Gain: 23,121 Btuh 86 % Total Latent Gain: 3,821 Btuh 14 % Total Cooling Required Including Ventilation Air. 26,942 Btuh 2.25 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM IRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratinq Service ' ACCA Manual DJS Islip Terrace NY 11752 Page 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 1 st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum My Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizinq Inputs Main Trunk RupoutS Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.340 AC/hr 0.180 AC/hr -53 _CFM. --- Infiltration Actual: 0.342 AC/hr 0.183 AC/hr Above Grade Volume: X 17,745 Cu.ft. X 17,745 Cu.ft. 6,063 Cu.ft./hr 3,250 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 101 CFM 54 CFM Total Building Ventilation: 60 CFM 60 CFM --System 1— Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.340 AC/hr(53 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.180 AC/hr(28 CFM), Construction: Semi-Tight --System 2— Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.340 AC/hr(48 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.180 AC/hr(25 CFM), Construction: Semi-Tight FA.. \3320 Ra;shac Rd 10222018.rh9 Monday,Or_tolaer 22,2012, 11-01 AM Rhvac-Residential&Light Commercial HVAC Loads ''�, Elite Software Development,Inc. Energy Rating Service - ACCA Manual DJS Islip Terrace NY 11752 Pa e 4 Load Preview Report Net tt. SeSy n Lail Net Sen Htg Clg Ac I Du Scope To [To Are Gai Gain Gai Loss Siz - _� CFM CFM CFM Buildinq 2.25 766 1,724 23,121 3,821' 26,942 29,392 1,400 1,400 1,400 Svstem 1 0.97 803 783 10,105 1,593 11,698 13,700 600 600 600 9x1 Ventilation 263 614 877 1,975 HW Pipinq 272 Zone 1 783 9,841 979 10,820 11,453 600 600' 600 9x1 1-Master Bedroom,WIC 281 3,813 622 4,435 4,447 233 232 232 3- 2-Master Bath 82 418 43 461 889 47 25 25 1 3-Bedroom Back Riqht 173 2,467 140 2,607 2,562 134 150, 150 2- 4-Bedroom Front Riqht 169 2,438 121 2,559 2,302 121 149 149 2 5-2nd Floor Hallwav,Bath 78 705 53 758 1,253 66 43' 43 1 System 2 1.27 741 941 13,016 2,228 15,244 15,692 800 800 800 10x1 Ventilation 263 614 877 1,975 HW Pipinq 272 Zone 1 941 12,753 1,614 14,367 13,445 800 800 800 10x1 6-Powder Room 30 235 18 253 469 28 15 15' 1 7-Dining,Living,Mudroom 419 4,367 425 4,792 5,606_ 334 274 274 3- 8-Kitchen,Family 492 8,150 1,171 9,321 7,370 439 511' 511 5- F:1...\3320 Bayshore Rd_10222018.rh9 Monday, October 22,2018, 11:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Rating Service ACCA Manual DJS Islip Terrace NY 11752V Page 5 Duct Size Preview Room or Minimu I Maximu Rou h Desi SP Duc Duc Duct Name Source Velocirr� Veloa"� Fa o LI10 Loss Velocit Lent Htg Clg Act. Duct System 1 Supply Runouts Zone 1 1-Master Bedroom,WIC Built-In 450 750 0.01 0.1 394.7 233 ,-23 232 3 2-Master Bath Built-In 450 750 0.01 0.1 291.9 47[Eii 25 1-4 3-Bedroom Back Right Built-In 450 750 0.01 0.1 383 134[,^15 150 2--6 4-Bedroom Front Right Built-In 450 750 0.01 0.1 376.6 121 `a^`14 149 2--6 5-2nd Floor Hallway,Bath Built-In 450 750 0.01. 0.1 492.6 66 43 1 Other Ducts in System 7 Supply Main Trunk Built-In 650 900 0_.003 0.1 685.7 600 ''60 I 600 9x1 System 2 Supply Runouts Zone 1 6-Powder Room Built-In 450 750 0.01 0.1 168.9 28 15 1 7-Dininq,Livinq,Mudroom Built-In 450 750 0.01 01 465.1 334 _727 274 3 8-Kitchen,Family Built-In 450 750 0.01 0.1 520.8 439_ 51. 511 5­6 Other Ducts in System,2 Supply Main Trunk Built-In 650 900 0.003 0.1 768 800F 80 800 10,1fl Summary Svstem 1 Heatinq Flow: 600 Coolinq Flow: 600 Svstem 2 Heating Flow: 800 Cooling Flow: 800 F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Energv Ratinq Service ACCA Manual DJS Islip Terrace NY 11752 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 352.8 6,770 0 8,008 8,008 0.32, SHGC 0.29 11 P: Door-Metal-Polyurethane Core 21 6 0 6 6 11 D: Door-Wood -Solid Core 40.2 499 0 164 164 12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1765.2 7,522 0 1,042 1,042 cavity, R-3 board insulation,siding finish,wood studs 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 413.8 36 0 36 36 cavity, no board insulation, siding finish,wood studs r38: Roof/Ceiling-Roof Joists Between Roof Deck and 1035.1 1,801 0 301 301 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/2 Ib.spray foa, 9.5 inches in 2 x 8 joist cavity, 2 inch on joist 19A-30p: Floor-Over enclosed crawl space, No insulation 941 1,610 0 215 215 on exposed walls, sealed or vented space, passive, R-30 blanket Subtotals for structure: 18,244 0 9,772 9,772 People: 4 800 920 1,720 Equipment: 683 9,837 10,520 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 101, Summer CFM: 54 6,654 1,110 476 1,586 Ventilation:Winter CFM: 60, Summer CFM: 60 3,950 1,228 527 1,755 Exhaust:Winter CFM: 70, Summer CFM: 70 Hot Water Piping, 30 ft.Total: 544 0 0 0 AED Excursion: 0 0 1.589 1,589_ Total Building Load Totals: 29,392 3,821 23,121 26,942 Check Fi ures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.812 Square ft. of Room Area: 1,724 Square ft. Per Ton: 768 Volume(ft'): 17,745 [-Building Loads Total Heating Required Including Ventilation Air: 29,392 Btuh 29.392 MBH Total Sensible Gain: 23,121 Btuh 86 % Total Latent Gain: 3,821 Btuh 14 % Total Cooling Required Including Ventilation Air: 26,942 Btuh 2.25 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Ratinq Service- ACCA Manual DJS Islip Terrace NY 11752 Page 7 E ui merit Data - S stem l - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1318AJ1 Indoor Model: RH1T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer. RHEEM Nominal Capacity: 18000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13500 Adjusted Latent Capacity: 4500 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handler Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F,SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH: 50%,WIDB:70F, Sen.gain: 10,105 Btuh, Lat. gain: 1,593 Btuh, Sen. loss: 13,700 Btuh, Entering clg. coil DB: 75.5F, Entering cig. coil WB: 63.1F, Entering htg.coil DB: 67F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 448 CFM, Req. htg.airflow: 153 CFM F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace NY 11752V Pa e 8 E ui ment Data - System 2 - Is t Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1324AJ1 Indoor Model: RH1T2417STAN Outdoor Manufacturer: RHEEM Indoor Manufacturer. RHEEM Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 22200 Adjusted Latent Capacity: 1800 Efficiency: 14.5 SEER Heating System Type: Fuel Oil Boiler Model: WV-DV-03-075 Tradename: PEERLESS Manufacturer: PEERLESS Comment: Hot Water Coil in Air Handier Capacity: 92000 Efficiency: 86.7 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen, gain: 13,016 Btuh, Lat. gain: 2,228 Btuh, Sen. loss: 15,692 Btuh, Entering clg. coil DB: 75.4F, Entering clg.coil WB: 63F, Entering htg.coil DB: 67.8F, Clg. coil TD: 20F, Htg, coil TD:70F, Req. clg. airflow: 581 CFM, Req. htg.airflow: 179 CFM F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM Rhvac-Residential&-Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service RCCA Manual DJS Islip'Terrace,NY 11752 Page 9 Manual S Performance Data - System 9 - 2nd Floor' Cooling Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 10,105 Outdoor Wet Bulb: 71 Latent Gain: 1,593 Indoor Dry Bulb: 75 Total Gain: 11,698 Indoor RH: 50 Load SHR: 0.86 Elevation: 67 Supply Airflow: 600 Latitude: 40 Entering Dry Bulb: 75.5 Altitude Factor: 1 Entering Wet Bulb: 63.1 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 18,000 Interpolation Results: Percent Load of Load Sensible Capacity: 13,500 10,105 134% Latent Capacity: 4,500 1,593 282% Total Capacity: 18,000 11,698 154% Power Input: - 1.37 This system's equipment was selected in accordance with ACCA Manual S. F:1...\3320 Bayshore Rd 10222018.rh9 Monday, October 22, 2018, 11:31 AM Rhvac-Residential&Light Commercial HVAC Loads ^ Elite Software Development,Inc. energy Ratinq Service ACCA Manual DJS Islip Terrace NY 11752 ,V Pa a 10 Manual S Performance Data - System 2 - I st Floor Cooling Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 13,016 Outdoor Wet Bulb: 71 Latent Gain: 2,228 Indoor Dry Bulb: 75 Total Gain: 15,244 Indoor RH: 50 Load SHR: 0.85 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 75.4 Altitude Factor: 1 Entering Wet Bulb: 63 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity:24,000 EDB EWB Air Flow ODB Total Power 75.4 T T CFM TF MBi cInput ensible SR Capacity ----i _ MBtuh 62.5 638 83� 24 2.22 0.925 22. Interpolation Results: Percent Load of Load Sensible Capacity: 22,200 13,016 171% Latent Capacity: 1,800 2,228 81% Total Capacity: 24,000 15,244 157% Power Input: 2.22 This system's equipment was selected in accordance with ACCA Manual S. F:\...\3320 Bayshore Rd_10222018.rh9 Monday, October 22, 2018, 11:31 AM *A t 4 1 i'4: FA THIS ;nOME- 1 CERT,.1 IED TQ THE NEVI/ YORK ECGC , 2016 ENERGY CODE' zo- 1Z. 'AN 4 J "(4";'i jj� Home Energy Rating Certificate Rating Date: 2018-10-22 Projected Report Registry ID: Unregistered Ekotrope ID: imvoGa9Nv s O tndex f i 0 Home, 3320Y . ® • - • s Rt ! performance score.The lower the Aff number,the more energy efficlent the. $ 1 , 725 Builder: home.Tojearn more, • - •- home Sligo Construcfion Corp Your Home's Estimated Energy Use: This home meets or exceeds the Use NMI Annual Cost criteria of the following: Heating 50.5 $952 2015 International Energy Conservation Code Cooling 1.4 $89 2012 International Energy Conservation Code Hot Water 11.5 $211 2009 International Energy Conservation Code Lights/Appliances 17.2 $972 2006 International Energy Conservation Code Service Charges $65 Generation (e.g.Solar) 0.0 -$0 Total: 80.6 $2,289 IndexHorne Feature Summary: Rating Completed by: MOMEnow Home Type: Single family detached Energy Rater:Matt Wahl • ssa Conditioned Floor Area: 1,724 sq,ft. RESNET 1D:2572845 liths 144 Number Of Bedrooms: 3 ti asu Primary Heating System: Boiler•Oil•87 AFUE Rating CompanyRating Service Inc aw Primary Cooling System: Air Conditioner•Electric•14 SEER 35 Tellar Cir,Islip T Terrracerace,,NY 11752 Reference x 631-383-4198 "eme 100 Primary Water Heating: Water Heater•Oil•0.79 Energy Factor mY w ° House Tightness:. 3 ACH50 Rating Provider:Energy Vanguardx <a - X z. 33w.:. k m Ventilation: 80.0 CFM•36.0 Watts 533 W Howard,Suite E,Decatur,GA 3flfl3fl 1 �a 1 60"'� Duct Leakage to Outside: 37 CFM25 678 662 4332 rn q�F7 50 - `�='![y^C•Wit; rbisHame Above Grade Walls: R-18 Cv , a , Ceiling: Vaulted Roof,R-38 2+ Window Type: U Value:0.32,SHGC:0.29 zero Energy- '6 Foundation Wails: N/A Hoare 0, rrt„•,gy Matt Wahl,Certifled E ergy Rater " J Date-10/22/18 at 1:14 PM - s - - s • •. • D e s m • • e -` ® •o• s s • o fit FOUNDATION (IST) A ROUGH FRAMING& PLUMBING 17,MILO iii', ► i�s � � . INSULATION PER Y.. ENERGY • 1 1 ADDITIONAL C•1 RI ES WAR 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ Southoldtownny.gov PERMIT NO. q,3 ;�16 check Septic Form N.Y.S.D,E.C.• Trustees C.O.Application_ S/ Examined 20 Flood Permit D Single&Separate Txuss Identification Form v-**'t ' OCT 2 3 2018 Storm-Water Assessment Form Contact: Approved 20 ' ' 4E BUILDING DEPT. Mail to: Disapproved a/c TOWN OF SOUTHOLD I Phone: Expiration 20 Spector APPLICATION FOR BUILDING PERMIT Date_ Qj ' 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 throughoufi 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,Buiiding',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. (Signature of applicant or name,if a corporation) SSP t,y 0) e-v)&:.-jS�e LLV9y , low74 V d Aj (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. �,�n g�1 C'p�.q ver e.i^�'✓' Name-of owner of premises As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. q T-7 3 Plumbers License No. Q Electricians License No. 3 9-.( Other Trade's License No. Al �- af`j(•54 c.{j-fl ` . ,'}i r�i iii .t{ .r 1. Location of land on which roposed work will be-,done:`�:,t p/.��y ,[ ' p `. Ops V r^,n_r 1 'i �_ `/1`�C•YI �'r/`� j '7 House Number Stre t _ Hamlet Count Y Tax Map No. 1000 Section Block Lot i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V., 0 0A f f .44 �. b. Intended use and occupancy S V�,S I--e F,9 m J'7 4"(�, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 9 4. Estimated Cost `; cio Fede J,l , pp i ti _(fio�:be=p�ai',o`:filing this a lication) i �J � 3 4 .A �' a i+",.' '"3 S C O P 5. If dwelling, number of dwelling units 3 Numbler o-f d Bing uni'1�A ba' -' I floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. / r9 7. Dimensions of existing structures, if any: Front ,,,Rear.. ,>, Depth Height •Number of Stories Dimensions of same structure with alterations or : Front Rear a di i Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth a Height ° Number of Stories' 9. Size of lot: Front ' i Rear 2 i Depth 7 a 10. Date of Purchase 91(S-11 Name of Former Owner �, e 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ANO Will excess fill be.removed.from premises? YES NO 14. Names of Owner of prepnises (. -7? Address -AA a-nTAA4, Phone No. 1 s 2(63' J02k Name of Architect e "u-j_ ,gA,Q" . AddfessL2aj AjIW4 Pk,4)(Rhone No 631 - k4k- 73 f S- Name of Contractor C 2>5 5,-f--A Address 13( -t&f Q)Cho Phone No. C-1 - a t/- a- ,j cx-ri VU%-- i/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO * 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 - being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing contract)above named, (S)He is the l Al (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 that the work will be performed in the manner set forth in the application filed therewith. "ytPTE o ,, Dawn Johnson Sworn to efore me this NOTARY, Notary Public,State of NewYork *=No 01J06349053 day'of " 20& = aueuc ' Qualified in Suffolk nt Commission E 10/11/20,. y Public S' at Applicant so�jyDlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 a BUILDING DEPARTMENT TOWN OF SOUTHOLD September 25, 2018 To: Paul Davey 1365 Waters Edge Way Southold,NY 11971 RE: SCTM#53.-6-38.2–Bayley, determination of merger request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. Based on the Zoning Board of Appeal's approval(Appeal No. 1959),the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, IAIIW4�,— Xdla-nda Nunemaker, Plans Examiner " • E _. vs Scott A. Russell 01 SU S STORA�1 WA TIER, SUPERVISOR �T ��J[A\lam A\G.]EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT 2 2 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 0 WA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 1 .D�B. Excavation or filling involving more than 200-cubic yards of material E] within any parcel or any contiguous area. E]L" CC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i El02 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal dIE erosion hazard area. ❑ . Site preparation within the one-hundred year floodplain as depicted on FIRM Map of any watercourse. LW r= Installation of new or resurfaced impervious surfaces of 1,000 square E 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. #: 1 std Date Distrirl J NAME. l.t 3 I Ja „no Sect ion Block Lot FOR BUILDING DEPAR'r NT l E ONLY Contact Information: I / .Td<pMnc.Lm Reviewed By: - - — — — — — — — — — Date: J6 —off — 1� Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — - /� Approved for processing Building Permit. nn iK'' ElStormwater Management Control Plan Not Required.— — — t�/'.—L fit/('A/` /V �71 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.": 1000 eon CHAPTER 236 (Property ,on Owner,Design ProFessal,Agent,Contractor,Other) •• —,u� �n � (p 3g• Stormwater Management Control Plan CHECK LIST NAM Q,��,`' L�I� Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Vle.re Vruil Date; � >k The applicant must provide a Complete Explanation and/or Reason for not providing 'nalorc J) of �' all Information that has been Required by the following Checklisti Td,ol—N. 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! Show all of the following items: YES NO NAI If you need additional room for explanations, Please Provide additional Paper. a,Location & Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. 1,9N g,SEpIMENT CONTROLS of the Site Boundary as required by §236-17(C)(2). b,tt not be limited to; d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. d rcinstruction En r J e. Limits of Clearing & Area of Proposed Land Disturbance. tabilizat f, Existing& Proposed Contours of the Site (Minimum 2'intervals) 'rck— actio S. NOV - g. Location of all existing & proposed structures, roads, e driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures, DRAINAGE E REQUIRU)' ' 1. Location of proposed Swimming Pool and discharge ring. "giReering - 560 before j. Location of proposed Soil Stockpile Area(s). ication k. Location of proposed Construction Entrance/Staging Area(s). a t ThE dr a!, age has been to Code. I. Location of proposed concrete washout area(s). a M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(2'9 Inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval, Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. . infiltration basins,swales,etc.) FOR ENGIN[ ER G DEPAR „TIENT USE ONLY ❑ Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - - - - — — — — — — — — — — — — — — — — — — — — - stormwater Management Control Plan is Complete. I Date: j - -- tTl 1 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 A06 �I so 5435 M�Annex � � Telephone(631)765-1802 Hall C P.O.Box 1179 ® r0 �r.rlf:ilert O1SCC101�:t1:_ l Southold,NY 11971-0959 BUaDINGD>PARTMMr - SAY 2 1 2019 �- I • TOWN OF SOIJ'd HOLD APPLICATION FOR ELECTRICAL INSPECTION [REQUESTED BY: ri7c' ���'�'� ®ate: ompany Name:ame: License No.: -3,9,6 7 Address- 7- �, x�'n�, /-�� -va t'hone No.. 3/ UG JOBSITE INFORMATION: (*Indicates required information) *dame: ,9 d�'�l� � /7�L/ zar 4- )\fjj Cf'i)Ab GLG *address: *Cross Street: 1 *Phone No.: Permit No.: Tax Map District: 9 0QQ Section: Block: Lot: _ *BRIEF DESCRIPTION OF WORK(Please Print Clears € {Please Circle All That Apply) Is job ready for inspection: N,i t;�� '� . Q YES f NO RoughIn Final *l7o•yoct meed a Temp Certificate: (§f NO ��-,� 6 3 3-,-/ pg, )3 Temp Infbnnation Qf needed) *Service Size: 4PhaWD 3Phase 100 150 300 360 400 Other *New Service: Re-connect Underground umber�Metleemhangs of Service Overhea Additional Informafion: PAYMENT DUE WITH APPLICATION ZS�s �N I�•ot�z . B2-Request for inspec Uon Form a ©o �SpfFO(��Ol, BUILDING DEPARTMENT-Electrical Inspector 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 # Date_RPW2� 2019 Customer Name C ue, Electrician Name A6 WE u Q Address SSZO �q S�E2�� 12�r, Phone 6 51— LloG _ 5 e-mail _ e-mail Phone License# Size 100A Phase Overhead Underground #of Meters Remarks 6w mtj&-j h a,;— #of Underground Laterals 1 2 New K "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 ys trom the date above. Authorized by q� Town Hall Annex Telephone(631)765-1802 54375 Main Road �' Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 'y O BUILD-IN-G DEPARTMEFVT- ____ NOTICE OF UTILIZATION OF TRUSS TYRE,CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION A{V'w0R-*'.TCONSTRUCTION Date: 0 a A I- Lr Owner. �y Location of Property: :33�Z) ��► � 2 � {' �v �0 Win' A �,g Please take notice that thd-(cbccfic a 1p�licable-:Une.): New commercial tar'#'Usidoritial'structure` ; °w.,7-. ,Addition to,ei ianq commdr ial or•residential s#r'ucture ',t P Whabilitatlprii.�.ian wdsting...- �mercial or residenti2�l structure: - to be.--,p nstrudfecd*,performed at the subject property reference above wiH:iAlize (check applicable.lipe}: Truss typd>iw i� ruction (TT) ; Pre-engir"ie"de d'Vvot�`,donisi truc#on(PW). Timber construdtlo6(TC ' ~ in the following location(s) (check applicable fine): - - - --- - - - -- -- -- ----- -- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing:(FR) r Signature: Name (person submitting this form): i Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 A ' 1,277 The construction type • STROKE designation shall be (41!99 ii 117!' 441117!9 441V"or 46V77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section sot of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 66 `77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEIM IS 66R77 ROOF FRAMING alibi EGFR" FLOOR AND ROOF FRAMING STANDARDS AND CODES DATE(MMIDDrYYYY) ACORV CERTIFICATE OF LIABILITY INSURANCE 166. � 1 10/22/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CEWnFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES' BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NTACT NAME. Lisamarie Labozetta Aspen Agency Inc 4,,C.N E NE 631 71-7575 aC No:(631)389-2439 191 Ronkonkoma Ave ADDRESS: lisa@aspen.ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURERS: Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY INSURERD: Southold, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMND Y MMIUDO EXP LIMITS A X COMMERCIAL GENERAL LIABILITY GL2018RLHOO549 10/15/2018 10/15/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS4VADE ®OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5 000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $ 2,000,000 �( POUCY❑PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (CEO, SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per.cadent) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per.aadent $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STAME ER ANY PROPRIETORIPARTNER/EXECUTIVEF] NIA E1.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZ EPRESENTATIVE LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on October 22,2018 at 04.07PM New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY 01•• . SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP SOUTHOLD BUILDING DEPARTMENT 1365 WATERSEDGE WAY 54375 NY-25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353733-7 906883 04/15/2018 TO 04/15/2019 10/22/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 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'..�a�f-'n `�R ,H.•,r,'`. �fi,'"�''�� `��}.���. :t,m' 'fr ar. +?r�4y,� :r,r„ �,,,, -i.�,h�h. z..., :✓?+7._ 40 ,'�;k R,•„�7 �i;"ttx`I i� '+. �'�?"h �?��� .'�4�{'i� y�,- t '.'p,." - `•?'41 A ..�� +L" 'fi^•^ " ' „6"J � �•',, c h-. ,y� :`, .4�.�,�ti�.. -4`c ��h .; xv. `f: ,,v :� X, J 5 =i •'Ci'3�� S 'r, Qhs' .n," L- � }.. "" ,A•. .� .n�. ;r, ,fi'4S S' ,�''-"�.'" '�. -h. '� �'•.v.� �' Y r '�`',xr w :s. ��:.t'Y� �a'. '�,',} t,��y' � �' tiffs .�,j,;r�'��,'. :"yi, "�` �.�'e �. r M� 7`� � ,a. � {�•,. %l`` �..". S,b �'' S �; � \ �Y Yy �'�' ��``yh 1 `41 'y �y 1+�f�`tv5 '` ti• r 3, +,�! + 4 i y � SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME VEMENT 154 `y`;k CONTRACTOR LICENSE _4 - KAM yaw` PAUL J DAVEY This bertifies that the Eu"'�N"- bearef is duly SLIGO CONSTRUCTION CORP licensed by-the County of Suffolk `"""°"""'°°' °d°'�°° 29373-H 0812212001 c°mNum,n, EXPMMON°ATE 08/01/2019 ' • SO'WN. FS.C.T.m. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.2 BUT SU CIENT TO SEDIMENT ON SITE HAY 13AIL AOR TYPICAL CLEAN OUT SILT FENCING SLATE OR STOPPER END SUITABLE COVE OR PL EROSION I SEDIMENT CONTROLS CL Shall include but not be limited to: o 3 tY /�G�f /``Z`. . N U. J1 �`* A well maint?fined Construction Entrance; — o ' 30• ELBLU o1 JIre Backed Silt Fencing, stabilization & �' CONsrRUCT10N ENTRANCE – FOUNDATION OF COMPACTED 60` WY din of a posed and/or inactive soils. I 3/4`STONE BLEND OR N,Y. STATE D.O.T. APPROVED R.CA ding P/0 LOT 134 g FILL 70 18` (Min.) ABOVE IXI511NG GRADE FOR DRAINAGE. FLOW N 66009'00"E /125.00' i _ 9.2 SILT E me EL 8.1 i LP EXP 215't— o — — P/0 LOT 134 LP EL 8.5 m LP ELEV. 8.5 w S.T.�`� LLP p EXP SM SANDY LU � �o — _ z z 3RBEDROOM SYSYiEM � I I m —1.4' �_ o CLEAN UI o c 1000 GAL S.T. EL 9.0 (5)8'Ox2'DEEP LP I SANDY SILT (s.o SM W/GRAVEL C EL(9.0) GARAGE> ROPOSED DRNEWA F� 'Gf(9.5);;;:;:Y N=KwEP ff=WAXY. lY I � a Or :5.7.0• LOT 135 ���` I j MIXED SAND c::: '; ': PROPOSED? ' W GRAVEL m 8=i; 'tn: i qRY WELL SP W/ PROPOSED LJ11R y �%�: L 8 fx4 DEEP JI I .• OF DISTURBANCE � t PROPOSED 1 M"+-1 A R VASO�F ST WATER AN GEME �;•. M a AND STAGING � C ROL P N To n C C e P 236 —8.0' EL 0.5' — — — n: ENTTzwcE Die: : .: WATER IN HIGHEST EXPECTED ` '` .A*r wed by SP MW�GRA1�/ELD GROUND WATER EL 2.0 LOT 136 `2 ' PROPosEO ss o srmmncE I EL(9.0) � r i EL(9.0) Lf 7J CD 0o EL 8.5 �� i–�r� � I U PROPOSED SOIL STOCK PILE AREA 14 In PROPOSEDW SEPT. 18, 2017 a DRY WELL $ I o W a SHAWN M. BARRON, M.S. 8'rx4'DEEP j SILT FENCE _ I ~ �� EL 8.1 EL 8.5 V N TYPICAL DRYWELL CROSS SECTION S 66009'00"w 1215W1NAGE INS ECTIONS ARE REQUIRED Z Z�c 15(CONC. PRECAST COMPONENTS) I P- LOT 137 ; <-Q Contact T0�E gineering at 765-1560 bef �" v O e KM Felt NOH-TWPM 1K/A1G Z 3 Ide Engineer's Certificati LL Q r AA.FOR TRAFTIO�U1oa v Backfill, 012 g LL MK;. �Olt" TD 0 AM ,,.,� that the dratn a has been installed to C e. �o "�,"•r ""'DW �,^"' " ISLAND VIEW LANE ® DC7D0 3 ° TYPICAL SILT 'S SCREEN SECTION ED 1:10 DRAINAGE CALCULATIONS. GEOTOMLE FABRIC SUPPORT POSTS _ WOOD OR NETAL LM&ACK --A)--DWELLING W/COVERED-PORCH=1;628 SQ.FTL FLOW1,628 x 0.166=270cf REQUIRED EXCAVATED AND BACKFILLED TRENCH B) DRIVEWAY=355 SQ.FT.355 x 0.166= 59cf REQUIRED31 MIN. ExlrnHc`�100ND 8' 329cf TOTAL _ .1. COLLM FILL wa1ERw roeeE (2) B'DIA x 4' DEEP;DRYWELL= 354cf PROVIDED SAND AND GRAVEL •' rMImMUM FFL 11.5 - C.I. LOCKING SUFFOLK COUNTY DEPART LLT4T OF HEALTH 9MVICES COVER To GRADE EL(8.5) FINISH GRADE PUt11ZIT FOR A11'MOVAL OF COMMC1190M MR A1'MIN-2'MAX SINGLE FAhdILY 1P.1 ;9P.1�C"S ONLY 1/4"–FT. OMI 1/8"–FT, z 1 2 2 '!%� tO�Z 6 COVER 6 COVER ')CT C h"S s '6SLAB INVERTS N N EL(6.5) APPROVED EL(s.ss) I �F��T EN(6ER)T FOR �►_�___)gBF}I�OOjV FOUNDATION FL 8'� 3' COLLAR WALL E MI POOL CLEAN EXPIRESTHRE$YE FRCXVIDAT1�Ol�APPR4VAL 1'_g•' 2�SAND S& T'� 3'MIN GRAVEL EXCAVATION INSPECTION REQUMD N DSEGPER PIPE FOR SANITARY SYSTEM C � I PRECAST S.T. EL(4.5) By HEALTH DEPARTMEI".iT' tY Department of Health Services 3•z EL 2.0 Septic tank shall be divided into two HIGHEST EXPECTED compartments by a full sized traverse GROUND WATER EL 2.0 wall.The inlet compartment shall have THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 50-75 percent of the total capacity. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVATION DATUM. N6VD88_ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. , OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. .` THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 134, LOT 135 & 136 INCL. CERTIFIED TO: SLIGO .CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES FILED: #1124 SITUATED AT:ARSHAMOMAQUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18' 124. SCALE: I "=30' DATE:SEPT.. 15, 2018PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 50'MIN. S.C.T.M. NO. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.2 S CIENT TO KEEP SEDIMENT ON SITE HAY BAIL TYPICAL CLEAN OUT SILT FENCING AOR O 3 W SLATE OR STOPPER END 1 W SUITABLE COVE OR PLUG m oalop $ O Q Q� 30" ELBOW I W CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED Z3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A 6D' WYE I P/0 LOT 134 Q O I FILL TO 18" (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. FLOW N 66°09'00"E 125.00' ----F i 9.2 SILT CE EL 8.1 I -10 Do- - - P/0 LOT 134 LP EXP EL 8.5 u, 215'±- m >s $ w I ELEV. 8.5LP w S.T.4\� LP LP EXP j I O r'WA/GRAVEL YLOAM - - -SM ? Z 3RBEDROOM SYSYTEM �-1.4' o a 0 o cLEAPI ur c c 1000 GAL S.T. � > = EL 9.0 (5)8'Ox2'DEEP LP I SANDY SILT 59.5' A8.8".-t, '•.•' (9.0 z SM W/GRAVEL a 1 EL(9.0) ARAc€: E ROPOSED DRTAJ I� GF(9.5)'•;,'.i CM%TR 1 on OUT ARTA F� iY ( Q - 6.1' 0 ;5.3' N BED OF PROPOSED WYE%1Y. CL LOT 135cDi i;:;:;;i 7.0' MIXED SAND § :':Z: . PROPOSED P 3 m O W/GRAVEL o: qRY WELL SP PROPOSED LIMB 'y e mx4'DEEP I OF DISTURBANCE ± �`-0a tq:❑p._;: n l 3 .•'.'OCVW��.,;• PROPOSEDT :•o:�•. a C STAGING EA a:: m :• AND CONSTRUCTION O -8.0' EL 0.5' - - - M' ENTRANCE .... WATER IN HIGHEST EXPECTED :•. _ ......_�_ MIXED SAND GROUND WATER EL 2.0 LOT 136 23'5'' PROPOSED WATER SERVICE SP' W/GRAVEL b 35.0' F� I EL(9.0) � EL(9.0) O co W 1.Z 00 EL 8.5 N`l�_�Y I t.1CS PROPOSED SOIL STOCK PILE AREA -i O b I SEPT. 18, 2017 14 6 D PO I ae RY WELLae LU SHAWN M. BARRON, M.S. aCO 'sox4'DEEP I 3 Sar FENCE EL 8.1 EL 8.5 TYPICAL DRYWELL CROSS SECTION S 66009'00"W 125.00 :L (CONC. PRECAST COMPONENTS) I LOT 137 ir SI"AB FFOORR NON--TPACMIIWM IRE Z U U) LL: C APPROVID DOE'F PIPE bo U- �ON FRU E AND APPROVED OURET PfPE W ca MDL 4'WA. COVER TO omm TO EVANSMN ROWS 3 O I+ c PITMM I/r/1' PfIOIED 1/8'/E' 0- 3 ISLAND VIEW LANE ® =E3❑❑ TYPICAL SILT 4 $GREEN SECTION = El D DRAINAGE CALCULATIONS: GEOTExI1LE FABRIC SUPPORT POSTS WOOD OR MEfP1 _ A) DWELLING W/COVERED PORCH=1,628 SQ.FT. FLOW DIRECTION 1,628 x 0.166=270cf REQUIRED EXCAVATED AND BACKIPIUM TRENCH B) DRIVEWAY=355 SQ.FT. 355 x 0.166= 59cf REQUIRED EXISTING GROUND 329cf TOTAL _ P, COUAR BACK FILL MATERIAL TO BE (2) 8'DIA x 4' DEEP DRYWELL= 354cf PROVIDED - CLEAN SAND AND GRAVEL A , 3 MINIMUM FFL 11.5 - --� � C.I. LOCKING SUFFOLK COUNTY Y DBPARTIig T OF 1E1A1 1H&.ERVICBS COVER TO GRADE EL(8.5) FINISH GRADE fi3VAL(F lKr 1� 1'MIN-2'MAX a .. p� IT 2�NGLE Y WFJ4C ONLYL[Y 1�4�-FT. 6' COVER D"MI 1/8„-FT. 6" OVER ��T�') 2 , �� ®II ® V 6 INVERTS N 5 EL(6.5) � 6" SLAB ' EL(6.96) s 7 I ��//EE T INVERT ,:APPROVED �.».��- - L 8.25 EL(6.17) Po OOH FOUNDATION F 8'Tb [3- COLLAR WALL BA E MI'. POOL CLEAN `1�� E ITE 4 py,0M1 DATE 'e�MOVAL ,COARSE IM 1'_$" 2 SAND & TAN 3.MIN GRAVEL ER PIPE c��v's�,TioN INSPECTION R��£� D ��C � . PRECAST S.T. EL(4.5) ® N��°,�� y o ty Dep e»$®f Helftdi Se ces • By H LTH DEPA TMiENIT 3 Z EL 2.0 Septic tank shall be divided into two HIGHEST EXPECTED compartments by a full sized traverse GROUND WATER EL 2.0 wall.The inlet compartment shall have THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 50-75 percent of the total capacity. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVATION DATUM. N6V288 ------------- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 77-IEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/O LOT 134, LOT 135 & 136 INCL. CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES FILED: #1124 SITUATED AT.ARSHAMOMAQUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-124 SCALE: 1 =30 PHONE (831)298-1588 FAX (631) 298-1588 DATE:SEPT., 15, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk W MIN. S.C.T.M. NO. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.2 S CIENT TO KEEP SEDIMENT ON SITE HAY BAIL TYPICAL CLEAN OUT BA SILT FENCINGD/OR SLATE OR STOPPER END SUITABLE COVE OR PLUG m o loopc a o 04 U- l Q 30' ELBOW I f CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED ej 6D' WYE >3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. P/0 LOT 134 FILL TO 18' (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. FL O W�' N 66°09'00"E 125.00' ! I 9.2 SILT CE EL B. 00 I o — — P/0 LOT 134 LP EXP LP EL 8.5 2t5'f— m LP NJ ELEV. 8.5 N w S.T. LID LP EXP i I O Y LOAM + c2 — — — inn PROPOSED o $M W GRAVEL N v o o �' g 3 BEDROOM SYSYTEM I m 1000 GAL S.T. 1.4 < EL 9. rfl OCLFANOt1T o (5)8'0x2'DEEP LP I SANDY SILT c 59.5' 2a.e' SM W/GRAVEL ' c EL(9.0) E(9.0 ROPOSED DRNEWAY 1� 6.1' p 5.3' N PROPPM OR my.. I Z MIXEDRAD LOT 135 0 4 "T, I a SP / PROPOSED LIMIT FOUNDATION '•L 8 0x4 DEEP 16 OF DISTURBANCE t LOCATION 1LL J g 3 wI 04-16-19 s I FND ELEV 10.5 8 STAGING EA ® I 1 —8.0' EL 0.5' ENTRANCEi WATER IN HIGHEST EXPECTED _ _ _�_ SP MIXED SAND GROUND WATER EL 2.0 LOT 136 215 PROPOSED WATER SERVICE W/GRAVEL EL(9.0) 35.0' F�•� I EL(9.0) O Ca EL 8.5 N PROPOSED SOIL — 14' STOCK PILE AREA w ��_ o d I SEPT. 18, 2017 I. PROPOSED i in DRY WELL SHAWN M. BARRON, M.S. 8'0x4'DEEP i sar PTaICE 00 i EL 8.1 EL 8.5 TYPICAL DRYWELL CROSS SECTION S 66009'00"W 125.00' (CONC. PRECAST COMPONENTS) LOT 137 W r>�FUDR T RC�MUM I V � APPROVED INW PPE CAST IRON Have ONFRANE AND APPRovPa OUREr PIPE CDVFR TO GRME TO ExPAW510N RD= 1+ T P�,�"• P,�'m;,�„• � � ISLAND VIEW LANE ® �Q�❑ � TYPICAL slLr M ❑ ❑a SCREEN SECTION DRAINAGE CALCULATIONS. GEOTEXBLE FABRIC SUPPORT POSTS WOOD OR NEPAL -"- - - - A) DWELLING W%COVERED PORCH=1,655 SQ.FT. FLOW DIRECTION 1,658 x 0.166=275cf REQUIRED EXCAVATED AND B) DRIVEWAY=355 SQ.FT. BACHFlLLED TRENCH 355 x 0.166= 59cf REQUIRED EXISTING GROUND 334cf TOTAL co MIEN. �- 8' ► _ ::' - BACK FILL MATERIAL TO BE (2) B'DIA x 4' DEEP DRYWELL= 354cf PROVIDED CLEAN SAND AND GRAVEL 2 MIMMUM FFL 11.5 C.I. LOCKING COVER TO GRADE EL(8.5) FINISH GRADE OV 1'MIN-2'MAX ' 1/4„-Ff. O"MI 1/8„-FT. a 6 COVER 6” COVER 6 6" SLAB ( __ T) VVEE PO EL(6.5) D -? E�(sss)T� EL YE�EILq'8.3s55T ENsEf�T D FOUNDATION FLOW 8'0 3' COLLAR WALL BAFFLE MI POOL CLEAN APR 1 8 2019 _ ,COARSE 1'_8” 2 SAND & TANK 3'MIN GRAVEL 53i+jrL1"�nT riyi ��o USE 4" DIA. APPROVED SEWER PIPE TOWN OF SOMLGID 1000 GAL. PRECAST S.T. EL(4.5) �N / r Z EL 2.0 HIGHEST EXPECTED 1 GROUND WATER EL 2.0 FOUNDATION LOC. 04-16-19 Q-ho� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL y 1 o REVISED 10-15-18 u d LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS r AND OR DATA OBTAINED FROM OTHERS AREA: 15,625.00 SQ.FT. or 0.36 ACRES Wa4�on ELEVATION DATUM. NAVD88 UNAU7HORIZED AL TERA 770N OR ADD177ON TO 7741S SURVEY IS A VIOLA TION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7741S SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. ., THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE_EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 134, LOT 135 & 136 INCL. CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES TRIBOROUGH LAND SERVICES; FILED: #1_124 WESTCOR LAND OMLE INSURANCE COMPANY, SITUATED AT.ARSHAMOMAQUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 „ , d PHONE (831)298-1588 FAX (631) 298-1588 FILE # 18-124 SCALE: 1 =30 DATE:SEPT. 15, 2018 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 53 BLOCK: 6 LOT(S):38.2 #R 10-18-0102 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPRO\IAL O F CONSTRUCTED WORKS FOR A SINGLE FAMILY RESID4AI CE Date DOT 2 9 M19 H.S.Ref.No.Mo—08-o 10 2- The sewage disposal and water supply facilities at this location have been Inspected and/or certified by this Department or other agenclaas and found to be satisfactory FOR A MAXIMUM W,-Z—BEDROOMS. ' Craig Knepper, P.E., Chief ffic e P/0 LOT 134 N 66009'00"E 125.00' I EL 9.2 3 BEDROOM SYSTEM EL 8.1 °0 1250 GAL S.T. uI P/0 LOT 134 (5)8'0x2'DEEP LP LP LP 215't— ry S.T. LP W z LP o i Q 0 33' LP 21 0 O � o - - - 2B' i � m EL 9.0m EL — — — _ OVERHE-Ew WIRES i RCA ORNEWAY z W I J 0 ::GAFrAGE:'''•:i. RA LL 9.8::: m p .::•;';;;• :::.:;;:;;;;5.3'. BELG. BLK. CURB LOT 135 :. . :. . : 7.0' o::: : :. ::::::::: 890%4 WELL 3 DEEP; j .2 STY FRM.:"? z •::DWELLING;:.':: g , s' WOOD -:*FFL 11-7:..*:: chi O �I STOOP 8.1'x3' M� Zl :'•2355,;:.•::':::': W. `J 1 LOT 136 ` —w�TER'sEirncE'— wJ. _ 35.0' 1 EL 8.8 EL 9.q ry Ca \I O l�Yy 'DRY WELL V 1 B'0x4'DEEP a 1 i EL 8.1 EL 8.5 S 66009'00"W 125.00' LOT 137 w a c ISLAND VIEW LANE DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,658 SQ.FT. 1,658 x 0.166=275cf REQUIRED B DRIVEWAY=670 SQ.FT. —� 670 x 0.166= 111 cf REQUIRED 334cf TOTAL t I (1) 8'DIA x 4' DEEP DRYWELL OCT 2 9 269 (1) B'DIA x 5' DEEP DRYWELL= 398cf PROVIDEDVE— OCT J �z DEPT. 19 LONy"1� 91? Oji�I10v CoERMES REVISED SEPTIC TYPO 10-14-19 TER MGT FINAL SURVEY 09-20-19 FOUNDATION LOC. 04-16-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVA77ON DATUM. NAVD88M_--^-- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1S A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 774E LENDING INS77TZJ770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTI=ED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 134, LOT 135 & 136 INCL. CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: AMENDED MAP A of PECONIC BAY ESTATES TRIBOROUGH LAND SERVICES; FILED: #1124 WESTCOR LAND TITLE INSURANCE COMPANY, SITUATED AT-ARSHAMOMAQUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 �, , PHONE (831)298-1588 FAX (631) 298-1588 FILE # 18-124 SCALE: 1 =30 DATE:SEPT. 15, 2018 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk REScheck Software Version 4.6.5 y Compliance Certificate Project D [Ecc [E 0'y[E Energy Code: 2015 IECC V Location: Greenport, New York OCT 3 1 2018 Construction Type: Single-family Project Type: New Construction � Conditioned Floor Area: 1,724 ft2 BUILDING DEPT. Glazing Area 14% TOWN OF SOUTHO LD Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 3320 Bayshore Rd 3320 Bayshore Rd Matt Wahl Greenport, NY 11944, NY Greenport, NY 11944, NY Energy Rating Service Inc Islip Terrace, NY 11752, NY 631-383-4198 00 Compliance: 2.9%Better Than Code Maximum UA: 345 Your UA: 335 Maximum SHGC: 0.40 Your SHGC: 0.29 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 Assembly Gross Area Cavity Cont. or U-Factor UA Floor 1: All-Wood joist/Truss:Over Unconditioned Space 30 30.0 0.0 0.033 1 Comment: Powder Room, 19A-30p Floor 2:All-Wood joistfrruss:Over Unconditioned Space 419 30.0 0.0 0.033 14 Comment: Dining, Living, Mudroom, 19A-30p Floor 3:All-Wood joist/Truss:Over Unconditioned Space 492 30.0 0.0 0.033 16 Comment: Kitchen, Family, 19A-30p Ceiling 1:Cathedral Ceiling (no attic) 309 38.0 0.0 0.027 8 Comment: Master Bedroom,WIC, r38 Ceiling 2: Cathedral Ceiling(no attic) 90 38.0 0.0 0.027 2 Comment: Master Bath, r38 Ceiling 3: Cathedral Ceiling (no attic) 190 38.0 0.0 0.027 5 Comment: Bedroom Back Right, r38 Ceiling 4: Cathedral Ceiling (no attic) 186 38.0 0.0 0.027 5 Comment:Bedroom Front Right,r38 Ceiling 5: Cathedral Ceiling (no attic) 86 38.0 0.0 0.027 2 Comment: 2nd Floor Hallway,Bath, r38 Ceiling 6: Cathedral Ceiling (no attic) 68 38.0 0.0 0.027 2 Comment: 2nd Floor Hallway,Bath,r38 Ceiling 7: Cathedral Ceiling (no attic) 106 38.0 0.0 0.027 3 Comment: Kitchen, Family, r38 Wall 1:Wood Frame, 16"o.c. 128 15.0 3.0 0.061 5 Comment: Master Bedroom,WIC, 12D-3sw 40 0.320 13 Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 1 of11 Rd_10222018.rck Gross Area Cavity Cont Assembly or U-Factor UA Wall 2:Wood Frame, 16" o.c. 184 15.0 3.0 0.061 10 Comment: Master Bedroom,WIC, 12D-3sw Window 2: Other 27 0.320 9 SHGC: 0.29 Comment: Master Bedroom,WIC, U:0.32,SHGC:0.29 Wall 3:Wood Frame, 16" o.c. 56 15.0 3.0 0.061 3 Comment: Master Bedroom,WIC, 12D-3sw Wall 4:Wood Frame, 16"o.c. 72 15.0 3.0 0.061 4 Comment: Master Bath, 12D-3sw Window 3: Other 11 0.320 4 SHGC: 0.29 Comment: Master Bath, U:0.32, SHGC:0.29 Wall 5: Wood Frame, 16" o.c. 136 15.0 3.0 0.061 7 Comment: Bedroom Back Right, 12D-3sw Window 4: Other 27 0.320 9 SHGC: 0.29 Comment: Bedroom Back Right, 1-1:0.32, SHGC:0.29 Wall 6: Wood Frame, 16" o.c. 96 15.0 3.0 0.061 6 Comment: Bedroom Back Right, 12D-3sw Wall 7: Wood Frame, 16" o.c. 88 15.0 3.0 0.061 5 Comment: Bedroom Front Right, 12D-3sw Wall 8:Wood Frame, 16" o.c. 112 15.0 3.0 0.061 5 Comment: Bedroom Front Right, 12D-3sw Window 5: Other 27 0.320 9 SHGC: 0.29 Comment: Bedroom Front Right, U:0.32, SHGC:0.29 Wall 9:Wood Frame, 16" o.c. 56 15.0 3.0 0.061 3 Comment: 2nd Floor Hallway, Bath, 12D-3sw Window 6: Other 14 0.320 4 SHGC: 0.29 Comment: 2nd Floor Hallway, Bath, 1-1:0.32,SHGC:0.29 Wall 10:Wood Frame, 16"o.c. 32 15.0 3.0 0.061 2 Comment: 2nd Floor Hallway, Bath, 12D-3sw Window 7: Other 6 0.320 2 SHGC: 0.29 Comment: 2nd Floor Hallway, Bath,U:0.32,SHGC:0.29 Wall 11:Wood Frame, 16"o.c. 54 15.0 3.0 0.061 3 Comment: Powder Room, 12D-3sw Window 8: Other 6 0.320 2 SHGC: 0.29 Comment: Powder Room, U:0.32,SHGC:0.29 Wall 12:Wood Frame, 16"o.c. 135 15.0 3.0 0.061 8 Comment: Dining, Living, Mudroom, 12D-3sw Wall 13:Wood Frame, 16"o.c. 135 15.0 0.0 0.077 9 Comment: Dining, Living, Mudroom, 12D-Osw Door 1:Solid 21 0.290 6 Comment: Dining, Living, Mudroom, 11P Wall 14:Wood Frame, 16"o.c. 99 15.0 0.0 0.077 8 Comment: Dining, Living, Mudroom, 12D-Osw Wall 15:Wood Frame, 16"o.c. 72 15.0 3.0 0.061 1 Comment: Dining, Living, Mudroom, 12D-3sw Window 9: Other 42 0.320 13 SHGC: 0.29 Comment: Dining, Living, Mudroom, U:0.32, SHGC:0.29 Window 10:Other 16 0.320 5 SHGC: 0.29 Comment: Dining, Living, Mudroom, U:0.32,SHGC:0.29 Wall 16:Wood Frame, 16"ox. 252 15.0 3.0 0.061 13 Comment: Dining, Living, Mudroom, 12D-3sw Project Title: Report date: 10/30/18 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 2 ofll Rd 10222018.rck Gross Area Cavity Cont. Assembly or U-Factor UA Window 11: Other 46 0.320 15 SHGC: 0.29 Comment: Dining, Living, Mudroom, U:0.32,SHGC:0.29 Wall 17:Wood Frame, 16"o.c. 220 15.0 0.0 0.077 15 Comment: Kitchen, Family, 12D-Osw Door 2: Solid 19 0.390 8 Comment: Kitchen, Family, 11D Wall 18:Wood Frame, 16"o.c. 207 15.0 3.0 0.061 13 Comment: Kitchen, Family, 12D-3sw Wall 19:Wood Frame, 16"c.c. 333 15.0 3.0 0.061 17 Comment: Kitchen, Family, 12D-3sw Window 12:Other 28 0.320 9 SHGC: 0.29 Comment:Kitchen, Family, U:0.32,SHGC:0.29 Window 13:Other 10 0.320 3 SHGC: 0.29 Comment: Kitchen, Family, U:0.32,SHGC:0.29 Door 3:Solid 21 0.390 8 Comment: Kitchen, Family, 11D Wall 20:Wood Frame, 16"o.c. 126 15.0 3.0 0.061 5 Comment:Kitchen, Family, 12D-3sw Window 14:Other 42 0.320 13 SHGC: 0.29 Comment: Kitchen, Family, U:0.32,SHGC:0.29 Window 15: Other 10 0.320 3 SHGC: 0.29 Comment: Kitchen, Family, U:0.32,SHGC:0.29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements lis ed i the eck Inspection Checklist. matthew wahl, hers rater 2572845 R 10/30/2018 Name-Title SignaturA Date Project Notes: Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 3 of11 Rd_10222018.rck REScheck Software Version 4.6.5 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 s . `- - r , :• " •• �,'.,-a;,. - ,; , ,..• , . , ,: ,:,•. ., .,,� ,�,,, _ . .-;. : ,. , . #; Pre-Inspection/Plan Review" Pla Valueii fied' FieIV luef1e�` 'Complies? Comments/Assumptions -&,Req.lp 103.1, ,Coristruction drawings and •• ` = f ,❑Complies ;Requirement will be met. 103.2 documentation demonstrate �. - :5•'' ❑Does Not [PR1]1 ienergy code compliance for the building envelope.Thermal ❑Not Observable ;envelope represented on i "ti3' - EINot Applicable construction documents. 103.1, Construction drawings and ; , > -,'❑Complies aRequirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 #lighting and mechanical systems. 3':„ i❑Not Observable Systems serving multiple E' UNot Applicable ;dwelling units must demonstrate ` ;compliance with the IECC _ Commercial Provisions. i. i 302A, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403:7 " 1sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [13112]2' ion loads calculated per ACCA ; Manual J or other methods Cooling: Cooling: t❑Not Observable " ;approved by the code official. Btu/hr ` Btu/hr ;❑Not Applicable t ' Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 4 of 11 Rd_10222018.rck :Sbction ' # Foundation.ln'spection�:;'� - - Com � es3,`;�, " '�3` � _ _ � � f•� •,,, � ! &`Req:IC) -Compli rrments/Assumptions ;' .. " „ 303.2A,- A protective covering is installed to ;❑Complies :Requirement will be met. [F011]2- „,protect exposed exterior insulation ❑Does Not land extends a minimum of 6 in. below :❑Not Observable - _ ,grade. , ❑Not Applicable 403:9." Snow-andice-melting system controls;❑Complies ;Requirement will be met. '[FO12]24 '_,installed. �❑]Does Not - ;❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2,' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 5 ofll Rd 10222018.rck Section Plans Verified ` field Verified, ' #' F.,raming;/•;Rough-in Inspection Complie§? -, Comments/Assumptions- iSi'Reg.ID. _ 'Value Valise 402.1.1, ;Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ❑Does Not ;table for values. 402.3.3, ' !❑Not Observable [FR2]1 a '❑Not Applicable FR2] , ' { 303.1.3 ;U-factors of fenestration products ;❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance `' :• i❑Does Not with the NFRC test procedure or ❑Nat Observable ;taken from the default table. _'- ,❑Not Applicable ; 402.4.1.1 ,Air barrier and thermal barrier - '11complies Requirement will be met. [FR23]1 ;installed per manufacturer'sy❑Does Not instructions. ' >, -�-,>❑Not Observable 9❑Not Applicable 402.4.3 ;Fenestration that is not site built ` ;❑Complies !Requirement will be met. [FR20)1 .is listed and labeled as meeting % 3, _ '❑Does Not ' IAAMA/WDMA/CSA 101/i.S.2/A440 = '❑Not Observable for has infiltration rates per NFRC ; 400 that do not exceed code F + ., ,a❑Not Applicable limits. ,402.4,5 `', IC-rated recessed lighting fixtures;, . ;3 i❑Complies ;Requirement will be met. [FRT6j2° ° sealed at housing/interior finish T, "a❑Does Not 'i and labeled to indicate:52.0 cfm #leakage at 75 Pa, i' „ ❑Not Observable ?❑Not Applicable 403.3.1 ;Supply and return ducts in attics (P, k ❑Complies ;Requirement will be met. [FR12)1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ;R-6 where < 3 inches.Supply and!, - -, ❑Not Observable return ducts in other portions of i R Not Applicable ;the building insulated >= R-6 for „ ? diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. . ; 403.35- ;Building cavities are not used as __ 010Complies 'Requirement will be met. [FR15]3 ducts or plenums. _ >. ;❑Does Not j❑Not Observable s - ❑Not Applicable 403.4'''",,,HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2, t above 105 4F or chilled fluids ;❑Does Not below 55 !?Fare insulated to ?R- ' d3 j ;❑Not Observable ` ' :❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC '•" _ '11Complies ;Requirement will be met. [FR24)1 'piping. ;❑Does NotsY ❑Not Observable '❑Not Applicable ; 403.5.3 ?Hot water pipes are insulated to R- R ;❑Complies ;Requirement will be met. !❑Does Not "�"��• �,�; ;❑Not Observable , ;t 7 ❑Not Applicable 403'.6- ';Automatic or gravity dampers are t:` "r 4_ ❑Complies Requirement will be met. [FR19]z ;installed on all outdoor air i. , ,❑Does Not {intakes and exhausts. ; „ °; r: �,. � • °z �. � a❑Not Observable 4❑Not Applicable 1 I High Impact(Tier 1) Z. Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 6 of11 Rd_10222018.rck Additional Comments/Assumptions: 1 I High impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 7 of11 Rd_10222018.rck rsec tion Plans Verified"' °'Field Verified # Insulation Inspection-„ Value Complies?. ,;` ,Comments/Assumptions. ,& RegAID 303.1- - ,J All installed insulation is labeled ;❑Complies ,Requirement will be met. [IN131 - ;or the installed R-values F _ ', ❑Does Not provided. UNot Observable - a❑Not Applicable s 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; +❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.21 ;Floor insulation installed per ; .y❑Complies ;Requirement will be met. 402.2.7 !manufacturer's instructions and E ❑Does Not [IN2]1 in substantial contact with the f iv • _i k ❑Not Observable ;underside of the subfloor, or floor ;framing cavity insulation is in g• i❑Not Applicable !contact with the top side of k ; ;sheathing, or continuous iinsulation is installed on the i underside of floor framing and {' ;extends from the bottom to the ;top of all perimeter floor framing members. y t 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies 'See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the !❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 wall insulation on the wall ' [IN3]1 exterior,the exterior insulation ;❑ Mass ❑ Mass ;❑Not Observable ;requirement applies(FR10). E] Steel ;❑ Steel I❑Not Applicable , ! 303.2 ;Wall insulation is installed per {❑Complies ;Requirement will be met. [IN4]1 {manufacturer's instructions. f` }` ` .)❑Does Not i` "` -f '❑Not Observable 1EINot Applicable ! Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 8 of11 Rd 10222018.rck PI veirlil" 402.1:1, �,Ceiling insulation R-value. R- R-_ �E]Complles :See the Envelope Assemblies 402.2.1, Wood E] Wood !E]Does Not table for values. Steel E] Steel 0Not Observable 402.2.6 [Flip ;E]Not Applicable 303.1.1.1, ;Ceiling insulation installed per -';E]Complies :Requirement will be met. 303.2 manufacturer's instructions. ""'ACDoes Not [F1211 Blown insulation marked every :i 300 ft2. EINot Observable ,,E]Not Applicable able 402,-2.'1, ""Vented attics with air perme :Requirement will be met. insulation include baff le adjacent i, E]Does Not Ito soffit and eave vents that E]Not Observable )extends over insulation. ,�'E]Not Applicable 402.2.4 !Attic access hatch and door R- R- �,L]Complies Requirement will be met. (F1311 'insulation �:R-value of the :E]Does Not adjacent assembly. I ;E]Not Observable UNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 LIComplies Requirement will be met. [FI17] ach in Climate Zones 1-2, and :E]Does Not <=3 ach in Climate Zones 3-8. IINot Observable UNot Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ElComplies Requirement will be met. [F1411 cfmJI 00 ft2 across the system or I:E]Does Not ;handier @ 25 Pa.For rough-in :E]Not Observable Itests,verification may need to :E]Not Applicable ;occur during Framing Inspection. 1 403.3.3 �,Ducts are pressure tested to F12711 :determine air leakage with ft2 ;either: Rough-in test:Total !leakage measured with a !E]Not Observable pressure differential of 0.1 inch ;E]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 handier enclosure. 403.3.2-1 iAir handler leakage designated "'ElComplies Requirement will be met. [F124 ;by manufacturer at<=2% of E]Does Not ;design air flow. jElNot Observable *UNot Applicable MComplies ;Requirement will be met. 40�JA Programmable thermostats installed for control of primary -,4EIDoes Not 'Jheating and cooling systems and -]Not Observable initially set by manufacturer to EINot Applicable ,J co e sped !Heat pump thermostat installed ElComplies ;Requirement will be met. []Does Not EI Not Observable EINot Applicable 463.5A",""'I Circulating service hot water .,ocomplies !Requirement will be met. Plilj�% systems have automatic or iE]Does Not accessible manua I controls. IINot Observable 11 High Impact(Tier 1) 1,2_,J Medium Impact(Tier 2) '3 1 Low Im—pact(Tier 3) J Project Title: Report date: 10/30/18 Data fikenarna: F:\EnergyRating 5ervice\#RennFi|es\5Ugo\332O8ayshoreRd\3320Bayshore Page gof11 Section Plans Verified Field Verified # Final Inspection Pr ovision`s Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system iElComplies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed `. E❑Does Not HVAC equipment meet efficacy ;and air flow limits. ;❑Not Observable ❑Nat Applicable 403.2 !Hot water boilers supplying heat ; ;❑Complies ,Requirement will be met. [F[26]2 ,through one-or two-pipe heating ; EDoes Not ;systems have outdoor setback control to lower boiler water ;❑Not Observable ;temperature based on outdoor t ;❑Not Applicable temperature. t ' 403.5.1.1 'Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The } ;❑Does Not ;system return pipe is a dedicated ; ; return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ! ?❑Not Applicable 'syphon circulation systems are I not present.Controls for )circulating hot water system ,;pumps start the pump with signal for hot water demand within the ,occupancy. Controls automatically turn off the pump i )when water is in circulation loop is at set-point temperature and no demand for hot water exists. z 403.5.1.2 ti Electric heat trace systems ;❑Complies ;Requirement will be met. [FI29]2 ;comply with IEEE 515.1 or UL r ❑Does Not ;515.Controls automatically s adjust the energy input to the ;❑Not Observable heat tracing to maintain the j i❑Not Applicable ,desired water temperature in the ' !piping. , 403.5.2 ;Water distribution systems that i ;❑Complies ;Requirement will be met. [F130]2 ;have recirculation pumps that 1❑Does Not i pump water from a heated water ; ,supply pipe back to the heated ;❑Not Observable water source through a cold ; ❑Not Applicable ;water supply pipe have a :demand recirculation water !system. Pumps have controls I ; that manage operation of the pump and limit the temperature of the water entering the cold I water piping to 104QF. i ; 403.5.4 ;Drain water heat recovery units i ;❑Complies :Requirement will be met. [F[31]2 tested in accordance with CSA �❑Does Not i 855.1. Potable water-side ; pressure loss of drain water heat ❑Not Observable ; recovery units<3 psi for i '❑Not Applicable *individual units connected to one t i or two showers. Potable water- side pressure loss of drain water ! j heat recovery units< 2 psi for f ;individual units connected to f ithree or more showers. i 404.1 j75%of lamps in permanent ' ;❑Complies ;Requirement will be met. [FI6]1 ;fixtures or 75%of permanent i UDoes Not 'fixtures have high efficacy lamps. j Does not apply to low-voltage ,❑Not Observable lighting. <❑Not Applicable 404.1.1 :Fuel gas lighting systems have ; ;❑Complies Requirement will be met. [FI23]3 'no continuous pilot light. ❑Does Not i❑Not Observable C❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: F:\Energy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 10 of11 Rd_10222018.rck .Section Plans Verified Field Verified; #' �,Final Inspection Provisions Complies?' Comments/Assumpti®ns' &',Req.ID _ Value` : "" Value'` 1; 4 r ., .,_ . 1 4013° )Compliance certificate posted. ❑CoNmplies ,Requirement, will be met. � E- t". s❑Does Not �'::° ❑Not Observable 3 i❑Not Applicable 303.3 ;Manufacturer manuals for :''' ;; ;❑Complies Requirement will be met. OR 18,]3` mechanical and water heating =sem° ''" _' "'''a' ?`❑ !systems have been provided. E _; Does Not I❑Not Observable ❑Not Applicable ! Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,-;2-11 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Report date: 10/30/18 Data filename: FAEnergy Rating Service\#Rem Files\Sligo\3320 Bayshore Rd\3320 Bayshore Page 11 of 11 Rd_10222018.rck GENERAL NOTES 2% 05,7 E �R Aml T I N GENERAL: ■ 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING ' DEPARTMENT. AL ■ 2. ALL WORK SHALL CONFORM WITH N.Y.S.UNIFORM FIRE PREVENTION AND BUILDING CODE,2015 IRC,2017 UNIFORM CODE SUPPLEMENT AS WELL AS ALL OTHER CODES REFERENCED THEREIN,AND LOCAL BALDING CODES. 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE OF CONSTRUCTICN THAT DISAGREES WITH THAT INDICATED ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. Ik 4. NO DEVIATIONS OR CHANGES TO ANY FART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. G UO 00 r 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT Id TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/CONTRACTOR ARE RESPLE TO OBTAIN INSPECTIONS,APPROVALS, 3320 6 RD CERTIFICATES,CERTIFICATE OF OCCUPCCUF ANCY/COMPLETION AND U.L.APPROVAL. COMPLY WITH ALL CODES OF 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS NEW YORK, STATE & TOWN CODES FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT AS R EQU I I FD AND COP;rh[TIONS O CONSTRUCTED).THEPLRNS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY APPROVED AS DOTED GREENPORT, N .Y. 11944 WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC.9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK ANDDATE: g,p,# .�� _,., IS RESPONSIBLE FOR DESIGN INTENT ONLY. FEE: BY: 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE NOT[ =BUILDING DEPAR MENT AT ` ' IES BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 765-1802 8 AM TO 4 PM FOR THE 11. CONTRACTOR SHALL BE FAMILIAR WI-"H THE CURRENT GENERAL REQUIREMENTS OF FOLLOWING INSPECTIONS: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 1. FOUNDATION - TWO REQUIRED THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS 1 REQUIREMENTS FOR POURED CONCRETE TO BE FOLLOWED. DO NOTPROCEED WITH 12.O IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ?. ROUGH - FRAMING & PLUMBING OCCUPANCY PARI CY OR FRA110!NG UNTIL SURVEY CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 3. INSULATION o. /� OF FOU'E'E'N A"! LOCATION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 4. FINAL - CONSTRUCTION MUST E IS Ul�li`'i�� FUL HASg :EiJA?PROVED. 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. BE COMPLETE FOR C.O. I z 14.WALL AND CEILING FINISHES SHALL BE:IN ACCORDANCE WITH SECTION R701 AND INSULATION ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE -1 U SHALL BE IN ACCCORDANCE WITH SECTION R316. REQUIREMENTS OF THE CODES OF NEW OF OCCU PAPS CY 3 Co o 15.INTERIOR WALL COVERING SHALL BE N ACCORDANCE WITH SECTION R702 AND YORK STATE, NOT RESPONSIBLE FOR TRUSS RL-P.OARD,NG REQU°'IED o L O EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 DESIGN OR CONSTRUCTION ERRORS. 16.THIS PROJECT COMPLIES W/THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING AND 2017 NYS SUPPLEMENT MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, �%'�IFlD�GE INSPECTIONS ARE REQUIRED1 TITLE SHEET ' PLOT P ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 CantactTOS Engineering at 765-1560 before F' ';OR Provid-!�Engineer's Certification CARPENTRY: I z _.drainage has been installed to Code. FOUNDATION U O 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS 054iERtsl{iSE NOTED (U.O.N.) Fa;i�l��t�g I N(� 2 1ST FLOOR P/0 LOT 134 2. ALL LUMBER TO BEA MINIMUM OF 8"A13OVE FINISHED GRADE. (U.O.N.) / LL'PLU^,!FiNG Y�'/. I I N 66°09'00" E SECTION RISER 125.00' Tl=TING BEFOIRE COVERING 3 2ND FLOOR P ' 3. SILLS TO BE FLASHED(TERMITE SHIELD)W1 SILL SEAL.SILL TO BE A.C.Q.WOOD ELECTRICAL f 9.2 SILT FENCE EL 8.1 1 2-2"x6" U.O.N. INSPECTION REQUIRED 00 I II 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. - 4 ELEVATIONS ---- -----i --- 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) I i P/0 LOT 134 EL 8.5 , �� ' 0 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) PLUMBER CERTIFICATION N Z I �,\� I I o I W 7. ALL BEAMS GIRDERS HEADERS ETC. TO HAVE A MINIMUM OF 4"BEARING. ON LEAD CONTENT BEFORE Fire `cparat>on W ,,, I ", I �,-, re uired�� er 5 FRAMING DETAILS � o L WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ CERTIFICATE OF OCCUPANCY q p - z f Z z o 8. ALL I _ MODELS NUMBERS ON PLANS. WS Code _ SOLDER USED 1N WATER N U o o I - SEAL ; 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY GENERAL NOTE: ,UPPLY SYSTEM CANNOT 6 ENERGY SDETAILS j O CLEANOUT' o o �� RED q ti F----- - ESCAPE.IN CONFORMANCE WITH 2015 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL THE PROPOSED DWELLING HASH C I � 59.5' 28.8' � � i pC � c�\.N•K. t.,�nVOFSyPKOTLgPE11�g(LIL7,COANCEWITHTHE E (9,0�, 2 SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE 20151�I?ERNATIONAL RESIDENTIAL CODE 2ND PRINTING ADOPTED&AMENDED BY NEW ' � 0- I EL(9.0) GARAGE CONCRETE WASH OUT AYE (n TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH „!7' 7 GF(9.5) n r Q Q - OF 20"(OPERATION W/0 NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. YORn TE AND THE 2017 NEW YORK STATE SUPPLEMANT. NOTES & DEm`A1 [1­ ;wl O I 5 3. I IN BED OF PROPOSED DRIVEWAY. P Z * o , 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. MECHANICAL NOTE: a O 70 ---___ ALL GLAZING SHALL COMPLY WITH SECTION R308. - Q I LOT 135 z PROPOSED( ! I LLu m N 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF Must provide Manuals 8 NOTES & DETAILS � I 4� 0 �( n DRY WELL � � � � q D 2 9 q 6 5 O� NY.STATE,CHAPTERS 12 THROUGH 24. co W ' w ^ 0 8'0x4'DEEP a- y D, J and S as per I PROPOSED LIMIT o o �00 m _---____------ _----- 1 3 F O F NEW 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE THE PLUMBING CODE OF NY.STATE,CHAPTERS 25 THROUGH 32.THE OF DISTURBANCE t INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELECTRICAL CODE OF NY.STATE, tJWS Energy Code o N o o:, o PROPOSED 1 O ELEMENTS OF THE BUILDING THERMAL.ENVELOPE IN ACCORDANCE WITH SECTION N1102. CHAPTERS 34 THROUGH 42. 9 NOTES & DETAILS I Q m w STAGING AREA j 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. AND CONSTRUCTION I �r�� n ENTRANCE ELECTRICAL: Il- 00 _ ELECTRICAL NOTE: 10 NOTES & DETAILS 00 - 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING&2017 SUPPLEMENTAL SECTIONS FOR THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 LOT 136 V 23.5' ROPOSED WATER SERVICE[ � r, ti ELECTRICAL CODE OF NEW YORK STATE. 00 2015 INTERNATIONAL RESIDENTIAL CODE 2ND PRINTING ADOPTED&AMENDED BY NEW 11 NOTES & DETAILS �... I EL(9.0) 35.0' 1 Fly NC14 00 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION YORK STATE AND THE 2017 NEW YORK STATE SUPPLEMENT.CHAPTER 33 THROUGH 43 !V OF WORK. ry I - i EL(9.0) O ENERGY NOTE: o EL 8.5 C° (0 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34 43 131ower door I PROPOSED SOIL �� i' AND LOCAL BUILDING DEPARTMENT, TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL I STOCK PILE AREA 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN md ductworkPROPOSED - ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. I "� COMPLIANCE WITH testing;required. DRY WELL 1 I I 1 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. I 8'�x4'DEEP THE 2017 NYS UNIFORM AND ENERGY CONSERVATION CONSTRUCTION CODE. SILT FENCE 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF I PROPOSED ADDITION. IF NOT SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ��, DH v AND AIR CONDITIONING SYSTEMS MUST MEET OR EL 8.1 EL 8.5 } 1 FOUNDATIONS, CONCRETE AND MASONARY: EXCEED THE SPECIFICATIONS CALLED OUT ON THE ENERGY p 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. STAR COMPLIANCE CERTIFICATE /'ill exterior lighten.; i w 125.00' � °' � w S 66°09'00" W _ 2. SOIL ASSUMED TO HAVE A MINIMUM 13EARING CAPACITY OF(1)TON/SQ.FOOT. 1'lstalled�replaced r I LOT 137 Q o W - z repaired shall conf ww z I J Lo � o � v 3. FOOTINGS TO REST A MIN 3'-0"BELO'N GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO NOTE T E �®�� ter�� " a J U O Z U) (1'RISE MAX) ; ti/ p Ld 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON of the T�'O:•m Cod6 _ - 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. ---------------- o CL C Q Z U) z PLANS. (U.O.N.) 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. ISLAND VIEW LANE o w Lu 0 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF 3.F;,7URES TO BE PROPERLY VENTED. 3 i i w N Z FRAMING OR PROPER BRACING IS IN PLACE. �° ❑ cy) O7 J 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. SRA°E SRADE A 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. I V OT E: LI �- ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF BE VARIFIED IN THE FIELD BY THE CONTRACTOR, zz � 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. AND RECEIVED DISCREPANCIES SHALL BE 125' o 0000 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. IMMEDIATELY REPORTED TO THE ARCHITECT. () 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH -I c. SPECIFIED MINIMUM EMIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REDUIRED INSULATION. 2 FOR ROPERMINOR [LS CONOSTRUOCT ONOROF ANY PART OF THIS WORKY PYRAMID RULE PLOT PLAN W z _' 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 2i 0 1"=20' 1"=20' 0o 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 7- ~ 0 ' EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE > U w > �- WI WEEP HOLES @ 4'-0"O.C.MAX TO[DIRECT ANY CONDENSATION TO THE EXTERIOR. AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF (D J BUILDINGS. z Z Q 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EX-ERIOR OF FOUNDATION FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED U' c CODE LIMITS. w O C/) 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA W PLUMBING, MECHANICAL, FUEL GAS, A/C: [REFER TO TABLE R301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE] 0 0 0 C) Z 00 Uj 1. PLUMBING TO COMPLY WITH 2015 I.F'.C,2ND PRINTING&2017 SUPPLEMENTAL 2015 I.M.0 AND 2015 I.F.G.C. 0 w 0 z = w 0') AND THE LOCAL BUILDING DEPARTMENT. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN ° J -) W < CV WINTER 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. GROUND DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL Q ~ o SNOW LOAD SPEED d TOPOG BORNE-BORNE CATEGORY FROST LINE DESIGN TEMP 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL RAPHIC DEBRIS °WEATHERINGo TERMITE TEMP REQUIRED INDEX DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-32),MECHANICAL CODE(CHAPTER 12-23), MPH EFFECTS k DEPTH AND FUEL GAS CODE(CHAPTER 24)OF 2015 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL 1 MILE B 3 FEET MODERATE 150 YES CONTACT 599 510 l 1 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS 20 PSF 130vult NO FROMTHE SEVERE BOF TO HEAVY BLDG DEPT SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. COAST 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 10. 4'-0" 1 1 12'-10" 3'-0" 6'-0" 3'-0" 15'-2" 4'-0" 4'-0"BRACED WA 20'-0"MAXIMUM BETWEEN BRACED WALLS 3' "BRACED W L 3-0"BRACED LL 20'-0"MAXIMUM BETWEEN BRACED WALLS 4'-0"BRACED WAL SEE DETAILS SHEET#7&8 SE E DETAILS SH ET#7&8 E DETAILS S EET#7&8 SEE DETAILS SHE T#7&8 48'-0" 8'1" 14'-9" 12 0" 13'-2" 7-0" 19'-0" 8'-0" 21'-0" NOTE: CLOTHES DRYER VENTING N TE 4"x 4"POST ANCHORED ON ------- --- T.0" DOUBLE ALL FL00 JOISTS UNDER DRYER TO BE VENTED TO THE EXTE IOR 10"0 SONO TUBE BELOW GRADE _______ __ WALL OF DWELLING AND SHALL CO PLY AND 4"-6"ABOVE GRADE -� PARTITIONSABOV ,q 8-4" WITHRM1502. 6'-10" 2-2"x 8"HDR _ � A., � cn 5 q 2"x 6"DECKING J x HOLD DN. HOLD DN. HOLD DN. m " "' m HOLD DN. HOLD DN. - - - - - - - - - - - 16"x8"VENT(TYP)----- - - ------ ----p -- 2'x8"NAILER--_ - o ---- - -- ---- --- - 16"x8"VENLTY�--- _ _ -_ -- (2)2 x 12 HDR - - 2)2 - - - (2)2"x 12"HDR - - (2 - I I \ asED" � �� 2' x 8"HDR 8"HDR 150' 8„ MUD RMO "x - \? I 15'0' 1 I I -- ---- ---- - - ---------- ------ ---- ------- - -- - ----------- \ e� 4 I - 1 I 22'-8" l'-4" 22'-8" ( \y�0 `q C6 CIP 1'= I a I l \��'F KITCHEN 6 DINNETTE LAV M.V I 46'-8" U in iv \\p O I IJ I� ELEC. Lu zO I I N l Z U) 0 _ ! '� I x \ 9'0"CLG.HT "' J o J 9'-0"CLG.HT ®Q c.M tz o I I W CRAWL SPACE o o I I N \ o J DET. 1� NOTE: 4'CLG.HT. @) 2-0 \_ 0 0 °° to o x C3 o o ! L - I 4.0.. 9'0" I M w 4 0 DOUBLE ALL FLOOR JOISTS UNDER 8"POURED CONC.FOUNDATION WALL co o o x I 2"x 6" = of 2"x 6"@ 16"OC I i Uo PARTITIONS ABOVE. W/16"x 8"CONC FTG o N 11'-0" °° Wco LL _ I - N 4"CONC.SLAB va ❑ ! CLG.JTS ISLAND M x I P N FLS OORJ01;5TS �I I o a � ELEC. S.D. N SCFP 0 0 ---------- -J 1 �' I Q5 C.M. 2"x8"HDR / l ! I ACCESS HATCH FROM 1ST.FL. N r I R I� I I DET. - i O o DBL.FL.JTS.AROUND 1 ____ ___ r- OVE R E D I 8"HDR A / o x ---- I m CRAWL SPA E ACCESS _ a 11= 1 i LL N ACCESS OPENING 1 I -PORCH J 9'9" / Zo I co I I I I I I I o 18-10 I _cvV 3'-5" / 2"x 8"@ 16"O.C. I^ I 1 IACCESS I - I I I I N I ,COMPOSITE DECK C L I C L / o I - ROOF RAFTERS 11� I _ �- _ _ 2"X 0"WI(2)314"STL.PLT.&TECO'S FL.HDR _T_ L-J (2)7'x 10' HDR _ (3)2"x 12"GIRDER _� _ (3)2"x 12_GIRDER - 3)2"x 12'I GIRDER_ _ (3)2"x 12"GIRDER I I I N 2"x 6"@ 16"O.C. I N I X I I I IN ROOF RAFTERS l 3'9" 6'-0" 3'9" l I r L•-_ -_j L_-� I I 1 4"X 6"WD POST WI STL. I I J 1 I I I I 1 20-CFM. BEARING PLT.(TYP.) I w I o I 9'-4" 9'-4" T-1" 9'11" I I I I o I GL. DR. I� bo IIS l n I N I I I I ZD� I m > N C> I 16"x 8"CONC PIER N M I 9 0 col w m M C> 11 N I I I FILLED SOLID NV 1 I 1 1 I I r,;�I 0 - FAMILY ROOM �I Z a GARAGE I l I I cv 24'x 24"x 12"FTG.(TYP) N o N I 0 l o LIVING ROOM 518"TYPE"X"GYP.BD.T.&S. I I I I I Y-0"CLG.HT o - '- - 1 1 I I I ' '=l 0 0 w z 9'-0"CLG.HT U ON HOUSE WALLS AND CEILINGS CO CIDN J p O \ N 0 a-I I UNEXCAVATED o I 1 = I I X 0 LL 0 o 11 l LJ 1 o R-30 INSULATION IN FL.JTS pl LL O \ a l 1 0 0 00 x 1 I 4"CONC SLAB OVER a, I 1 N x 2"x 6' J I UP H- z 00 \ �� �" `" L - 1 � " i N 1 I BACKFILL MATERIAL @ I I I N � �_ O _ \iQ, 2"x 8"@ 16"O.C. z LL N o N CLG.JT I I RAILING LL -j o w 95%COMPACTION. I I w 16'8" J LL X \410 ROOF RAFTERS J o I C 0 0] Z iv \2. 0 2"x 6" 1 35'8" 1 I I I J 0 1 p a \ Ly w O Q ! ;° FLOORJOISTS coI -q 'N C i L16"x8"VENT1TY�- - --- -- --=-- ---------- ---- -- ------16"x8"VENT�TY� J I I ! "' (2)2"x10"HDR S4_ 0_'HDR (2)2"x10"HDR - - - - 22"x10"HDR - - \��' z fff211 r= _ (2)2"x 8"HDR _ I {; % I I I I HOE5 DN. 2"x 8"LEDGER ABOVE LEDGER - \_ _ * TEMPERED LASS © *Q HOLD DI a of HOLD DN. Lu 30- - - - --- - - - -- - ---- 2..x8"NAILER WI LAG BOLTS --------- - - -------- 30- � 1 I ( to ® // PORCH \ l = w \\\ I I I U) I co N v I I I 1 00 1 X ��j/ 3' 1" 3'-2" 6'-3" 6'-0" 8'-8" T-2" 15'-2" 1 =v a u- w \ z 00 0_ @) � Ua 10'-4" c� ��'/ J ? co 0 < � � i� � N o I x o 4"x 4"POSTANCHORED ON oo HOLD DN. I 1 v +/ v N M SITE DECKING , cq - - - - - - - - - - - - - w OJ x 12"0 SONO TUBE BELOW GRADE J x L ----------- J I I / iv I w l - - - 1 LL AND 4"6"ABOVE GRADE `� / - 7271 2" J II N -- - - - ---------- HOLD DN. _- _ (2)2"x12"HDR _ [jE (2)2"x12- - - (2)2"x12"HDR_ _ (2)2"x12"H_DR _ _ (2)2"x12"H R_1 E (2)2"x 8_HDR (2)2"x 8"HDR_ _ (2)2"x 8"HDR �__ (2)2"x 8'HDR (2)2_x 8"HDR _ _ (2)2"x 8"HDR will M LOCATED ON SHEET#7 METHOD SEE DETAIARAGE PORTAL L SEAL D Q E A B R - �,r-----•--_�_--- ----tom- --- -__���----r= - -=l�== ----- -'�--- _ - -_- ®� 5�� N.K. T cyi ___ ___ 4"x 4"POST WINDOWS TO LINE UP WITH �� F --- -- J WI 12"x 10"DECO.COL. WINDOWS ABOVE 4. T-2" T-2" T-2" 7'-2" 7'-2" T-2" 1'-10" 8'-0" 1'10" A TY .FOR ALL COL. �+ � o r 43'-4" 11'_8° 8,_4�� T_4" � 8'-4" 9'-2" 9'-2" 1'-10" 8'-0" 1'-10" 55'-0" 9 0 1 9 4 43'-4" 11'-8" Tic J OF NES A 5 - 55'-0" i 20'-0"MAXIMUM BETWEEN BRACED WALLS PROPOSED FOUNDATION PLAN 2'-0" 6'-7" 3'-0" 9'-7" 5'-0" 7'-2" 3'-0" 11'-s" 00 � 2'-0"BRACED WALL T-0"BRACED WALL 5'-0"BRACED WALL T-0"BRACED WALL GARAGE PORTAL METHOD SEE DETAIL °.-° 1/4"= 1'- 0" SEE DETAILS SHEET#7&8 SEE DETAILS SHEET#7&8 SEE DETAILS SHEET#7&8 SEE DETAILS SHEET#7&8 LOCATED ON SHEET#7 N 00 v 00 N 00 ce) co (0 PROPOSED FIRST FLOOR PLAN 1/4"=1' 0" WINDOW SCHEDULE BRACING METHOD:CS-WSP (SEE SHEET#7&#8) 0 SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. ~ PROPOSED FOUNDATION PLAN CONSTRUCTION NOTES. FIRST FLOOR = 947 SQ. FT 0* Y I A 6'-3 3/8"x 4'-8 7/8" *ANDERSEN 3046-2 D.H. 5 Y � GARAGE = 242 SG T B T-2 1/8"x 4'-8 7/8" "ANDERSEN 3046 D.H. 4 O0 _ >O 1/4"=1'-0" COVERED PORCH =395 SQ. FT O1 ALL LUMBER THAT COMES IN CONTACT WITH © T-0 1/8"x 3'-4 7/8" ANDERSEN 21032 D.H. 1 ui 0 W CONCRETE SHALL BE A.C.Q.LUMBER. TOTAL FIRST FLOOR= 1,584 SQ. FT D 2'-2 1/8"x 3'-0 7/8" ANDERSEN 20210 D.H. 1 Q w w z 2'-61/8"x 3'-8 7/8" ANDERSEN 2436 D.H. 1 W LLT L0 Of U) ® 314"OSB SUB FLOOR GLUED AND NAILED F T-0 1/2"x 2'-0 5/8" ANDERSEN A31 AWNING 1 Z j Z Z) AS PER MANUFACTURER'S SPECFICIATIONS © 3'-21/8"x 3'-4 7/8" '-ANDERSEN 3032(SAFETY GLASS) D.H. 1 � 0- CO Z Lu o_ w 10" *WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) LL' 0 CONCRETE WALL Q Q L Z **THIS WINDOW MUST BE TEMPERED SAFETY GLASS J Z _ NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 1/2"A.B. a@ 48"O.C.WITH POSTS ABOVE. ESCAPE. IN CONFORMANCE WITH N.Y.S.CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 3"x 3"x 1/4"PLATE WASHER DOUBLE ALL FLOOR FOISTS AND TRIMMERS AROUND (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ NOTES: STAIR WELL OPENING.(PROVIDE METAL JTS. MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED HANGERS AS REQ'D) FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. O O 2"x 6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH DOUBLE ROOF RAFTERS AND TRIMMERS AROUND z 0000 SKYLIGHTS PROVIDE METAL JTS. HANGERS AS REQ'D 2. ALL WINDOWS MUST BE ANDERSEN-400 SERIES OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON ( ) 0 �- CONCRETE WALL THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 3.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. J SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO _J q 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL FOUNDATION, FTG'S,AND OTHER STRUCTURAL W r2 z AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER GIRDERS OR HEADERS AS NECESSARY. DOOR SCHEDULE 2 M SQUARE FOOT WITH A MINIMUM OF T-0"COVER. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS W O O FROM SILL PLATE TC TOP OF TOP PLATE, BEHIND ANY NUMBER DOOR SIZE DOOR TYPE AMT. _ �- 1/2"A.B. 48"O.C.WITH 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 3068 SWING EXTERIOR 1 � 0 (D w _ SECONDARY ROOF SYSTEMS,GARAGES, OR COVERED II ((c�� 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, PORCH'S. (ETC) u j 3"x 3"x 1T4"PLATE WASHER = z Q 0 ' 2 2868 SWING 3/4 HR.S.C.F.P. 1 z U THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. z o CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. 3 6068 SLIDER(EXTERIOR) 1 - BACKFILL TO BE FREE OF WOOD,TRASH,ETC. 4 2668 SWING(INTERIOR) 4 W W W 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS w RIM JOIST 5 2068 SWING(INTERIOR) 8 0 0 w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE LIGHT& VENTILATION REQUIREMENT'S 1ST FLOOR 00 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF 6 2068 POCKET 1 w a z z OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMING BITUMINOUS PLASTIC CEMENT. LIGHT 8% VENTILATION 4% 7 8070 O.H. GARAGE DOOR 1 0 0 w 0 _ ROOM NAME 4REA � � _, O v W � N 1'0" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED p 11 U (n Q F- of (.0 TO 12"MAX.FROM ENDS OR CORNERS 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( FAMILY ROOM/KITCHEN 423 S.F. 34 S.F. 34 S.F. 17 S.F. 17 S.F. 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR DINING AREA 156 S.F. 13 S.F. 32 S.F. 6.5 S.F. 16 S.F. DWG NO ANCHOR BOLT SPECIFICATION MORE THAN 7 PERCENT. LIVING ROOM 152 S.F. 13 S.F. 20 S.F. 6.5 S.F. 10 S.F. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. BATH 37.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 2 R403.1.6 FOUNDATION ANCHORAGE LUMBER. 11 NOTE! NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTTIONS AND ALL EXTERIOR WALLS BEHIND TUBS POSTS ABOVE. &SHOWERS SHALL BE INSULATED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND &FINISHED WITH GYP BD. BEFORE STAIR WELL OPENING.(PROVIDE METAL JTS. INSTALLATION OF FIXTURES. HANGERS AS REQ'D) 5'THRU ROOF DOUBLE ROOF RAFTERS AND TRIMMERSAROUND DRAIN WASTE&VENT NOTE: I a"ABOVE ROOF SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REO-D) MATERIALS FORDRAIN,WASTE&VENT SHALL COMPLY 1MTH TABLE P30021 DRAIN,WASTE& 4" 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS TABLE P31113 SIZE OF COMBINATION WASTE& EXISTING VENT PIPE 4'-0" 15'-2" 2'-0" 7'-2" 4'-0" 4'-4" L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO STACK 20'-0"MAX UM BETWEEN BRACED WALLS FOUNDATION, FTG'S,AND OTHER STRUCTURAL 4'0"BRACED WA 21-11"BRACE WALL 4'-0"BRACED WAL GIRDERS OR HEADERS AS NECESSARY. SEE DETAILS SHE 7#7&8 SE H DETAIL SHEET#7&8 SEE DETAILS SHEET#7&8 _ 2" I _z" 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS 1� � T-— I I f — FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 3" 1 1/4'• 3" 1 1/4" 1 1/2" 5 SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED I I PORCH'S. (ETC) I I I 36'-8" SECOND FLOOR ! 12'-2" 5'-6" 5'4" 1010" 2" 3" 2" I 3" 2., C.O. © © *® 3 3 — — — — NOTE: ------ i (2)2"x 8"HDR ( )2'x 8"HDR ( 2"x 8"HDR (2)2"x 8"HDR /� 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 3,.(" 8'-0" 5--0„ 15'-10" / // I WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK 2" I 2" I \ \ cn / / I STATE. I----T-- r— - - I \ \ o w ci / / I 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 11/2" M.V H U / / I WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK I \ cn M V ❑ , p o P%/ / I STATE. FIRST FLOOR MWAS ACHINE 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN ! \ q G SEAT ❑ C7 � ;° Q o / I \ syr z N BEDROOM J��// CRICKET / I ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY CO. 3" z" I 2" W (� \ ATH J 8'-0' CLG.HT p� WITH SECTION R308. C.O. 2'-0 BATH u1 ELEC.10c 0"CLG.HT U x s.D. ��� 0 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION 3 3" \CLQ "CLG.HT 04 �+ / ❑ / I R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. r——F.A I. DOUBLE CEILING ��// I 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE I c.o. �= JOISTS AROUND CRAWL SPACE I I \ ATTIC ACCESS WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE 5 Q Q 44 / 4 // I INSTALLED IN ACCORDANCE WITH SECTION R703.4 C.O. __J —— ——— ' 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE a"C.I.HOUSE TRAP IN \ 9' 4'-11" // i WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK ITw/STL COVER EtE 2"x 8"@ 16"O.C. \ Q S.D. HALL I / STATE. a"C.I. _ DET. ATTIO' C L I 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN ! ROOF RAFTERS \ —— — ——.LET7 �eC� N / ELEC. RAILING 2 x 10'RIDGE- Al"4N I 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN RISER 121I�1SP AM 0 / S.D. I ACCORDANCE WITH SECTION R320 N.T.S WATER SUPPLY&DISTRIBUTION NOTE: DN 0 \ Q ! 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE 1.SERVICE FOR NEW TING WATER SE VIC. TAKEN FROM THE EXISTING WATER SERVICE. 2"x 8"@ 16"O.C. I WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. z.WATER DISTRIBUTION PIPING&FITnNc SHALL o / \ ROOF RAFTERS 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE COMPLY NTH R C O N Y.S.TABLE P29045 WATER iv b / \ I DISTRIBUTION,FOR MATERIALS&TABLE P2904,6 o Z ELEC. \/Af b> I WITH SECTION RM1502 PIPE FITTINGS,FOR MATERIALS. J S.D. \ 9z 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS 02 0 °° �/ MASTER o \ L I OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL cj Lu 6rA BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE z N ❑ N ����/ BEDROOM w Lu O \\f'q� �, I WITH SECTION R318 W 8'-0"CLG.HT o O <° / 0 zo 6'- " g BEDROOM \ \ U CRICKET %/ �, W c N 8'-0"CLG.HT \\ \\\ ; RISER DIAGRAM Q < / \ \ z / 15'-6" 13'-6„ I (2)2"x10"HDR 2 2"x8"HDR 2"x8"ODR 2 2"x10"HDR \ INDOWS TO LI E UP WITH *O \\ I O LJ) co INDOWS BELO \ I j / \\ I 2"x 10"RIDGE Ir 00 I / 3'- 1" 3'-2" 6'-3" 6'-0" 8'- " 3'-2" '-6" \ I CONTINUOUS RIDGE VENT 361-8.1 I / A \ I 2"x 4"COLLAR TIES @ 16"O.C. SEAL 5 ;" \ ! BRED ARS 4— \ 2"x8'R.R@16"O.C. \5��� N.K. T ---- -- -------- --- --- ---------- --- ----- -- -------- 2'-O" 18-10" 3'-0" 9'-10" 1/2"PLYWOOD SHEATHING 3'-0" 20'0"MAXIMUM BETWEEN BRACED WALLS #15 FELT SEE DET ILS SHEET#7&8 EE DETAILS HEET#7&8 SEE DETAILS SHEET#7&8 0 2'-0"13RACED WALL T-0"BRACED WALL3'0"BRACED WALL ASPHALT SHINGLES(AS SELEC i ED BY OWNER) W 12 13/4 "x 91/2"HIP RAFTER 6 y� o?y 4 s 5 yob PROPOSED SECOND FLOOR PLAN 3"CONTINUOUS SOFFITVENTOH OF NEw BRACING METHOD:CS-WSP (SEE SHEET#7&#8) 114"=1' 0" SECOND FLOOR-1,171 SQ.FT. LI nLI U U U LC U U U N�� LI U U 1- 00 00 r 2 2"x 4"TOP PLATE R-15 INSULATION WI � 1/2"GYPSUM BOARD. OR-19 INSULATION N 00 2"x 8"CEILING JOISTS @ 16"O.0 RUN PERPENDICULAR � 00 WI 1/2"GYP BD 2"x 8"NAILER N 00 co cy) LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR 2"x4"STUDS @16"O.C' BATH MASTER BEDRM `° `° ROOM NAME AREA LIGHT 8% VENTILATION 4% 1/2"PLYWOOD SHEATHING 2"x 6"R.R @ 16"O.C. S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED VAPOR BARRIER /2"PLYWOOD SHEATHING MASTER BEDROOM 209 S.F. 17 S.F. 50 S.F. 8.5 S.F. 25 S.F. R-3 INSULATION BOARD #15 FELT BEDROOM#1 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. VINYL SIDING(AS SELECTED BY OWNER) A PHALT SHINGLES(AS SELECTED BY OWNER) 12 BEDROOM#2 142 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. d 4 00 Lo00 Lo 2"x 6"CEILING JOISTS @ 16"O.0 2"x 10"FLOOR JOISTS @ 16"O.C. MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 3/4"SUB FLOOR GLUED AND NAILED 12"O.H. Y 3"CONTINUOUS SOFFIT VENT BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE O R-15 INSULATION W/ I } U 2"x 4"STUDS @ 16"O.C. FULL BLOCKING LLI — W 112"GYPSUM BOARD. UNDER WALLS(TYP) (2)2"x 12"HEADER W = Z 1/2"PLYWOOD SHEATHING Q Z W VAPOR BARRIER LLI w cn R-3 INSULATION BOARD z � Z n SCRIBE @ WALL(TYPICAL) VINYL SIDING(AS SELECTED BY OWNER) KITCHEN FAMILY ROOM c' = W Q _ D 0- U) z 9'-0"CLG.HT 9'-0"CLG.HT 0 4"x 4"POST W/10"DECO.COL. W u.l W = FIXED WOOD SHELF WOOD BLOCKING 3 SIDES � D Lo 0 2"x 10"FLOOR JOISTS @ 16"O.C. 2"x 6"COMPOSITE DECKING < _ N J SCRIBE @ WALL(TYPICAL) 3/4"SUB FLOOR GLUED AND NAILED -30 INSULATION 2"x 6"ACID FL.JTS.@ 16"O.C. 11/2"DIA. POLE SECURED WITECO'S W/FLANGES BOTH SIDES. WOOD BLOCKING 3 SIDES GRADE CRAWL SPACE GRADE z 0 o (3)2"x 12"GIRDER m 48"HT. O OD FIXED WOOD SHELVES (2)2"x 6"SILL W/4"CONC.SLAB (2)2"x 8"HEADER J ANCHOR BOLTS Y"DIA.x 8"LONG @ 8'O.C.MAX 4"x 4"POST ANCHORED ON J SILL SEALER r 12"0 SONO TUBE BELOW GRADE W TERMITE SHIELDOILDAMP PROOFING AND 4"-6"ABOVE GRADE I 8"CONCRETE FOUNDATION WALL � W O OI 16"x 8"CONC.FTG.W/2"x 4"KEY 16"x 8"CONC PIER /LL 2"x 8"NAILER WI LAG BOLTS Li FILLED SOLID WI I I 24"x 24"x 12"FTG. W O Z Q 4"CONC SLAB OVER Z w BACKFILL MATERIAL @ 95%COMPACTION. o = W (n SECTION VIEW �q u) > W 00 1/4"= 1'-0" v Z � Z w Z � I O z _ = W o0 0 o J 0 U W � N � (n o DETAIL a U Q F- (.c)DETAIL DWG NO COAT CLOSET DETAIL SCALE 1/2":l'-0" LINEN CLOSET DETAIL SCALE 1/2":l'-0" W/SHELVES W/SHELVES 3 11 NOTE ICE SHIELD TO EXTEND FROM NOTE Im ROOF EDGE TO A MIN. OF 24" EXTEND CHIMNEY INSIDE OF EXTERIOR WALL LINE. HEIGHT AS NOTED ON PLANS MCONTINUOUS RIDGE VENT --------- ---- ------------ ------ --RIDGE HEIGHT ---- ----- 10'•0" - 12 ASPHALT6 12 ASPHALT 6� SHINGLES ICE SHIELD ____ iCE SHIELD__ ---- ---- - ---------- ------ - --------------- RICKET ---- - RICKET BEYOND CLG.HT CEDAR IMPRESSIONS INYL SIDING C? q bo eo in I II I II ----- MIN.104" FLASHING 12 -, -. _ - -. -.� -. - �, -.- -�, - - M FLASHING FLASHING ZD 412 FIN.FL_ 12 --- 4 E SHIELD E SHIELD CRICKET 4 � E SHIELD — � - ------ - ---- --------------------- ---------- ---- ---- CLG.HT --------- -------- -- - ----- --- -—————— ————— — — ———— ———— — — -- Ell ——- i 7`————— / I 8 p, WIN.HT. 8.. 8.. 0 0 0 0 11 L 0 0 ______ _ a 0 on a o 0 0000 a o o a o a 36"RAILING INYL SIDING o � o LiL LLM LUL LLJ & I - - n Ejut� LL-LLLLLI 11 12, 14, 1 11 �,�I Li ——FIN FL. at7 111.5' — — ——- 11 r1ol 1;11111 mil I I Jt I I I�1 1111 11 umz AiGRADE GRADE 9.0' GRADE RA U i t I I I I I I I I I I I I o I I i I I I I I I I I Q I I ,JI II L--�1—�------Lam _----— --I------- - —L------- LJ--- --- L-1------- -- -----�f —� LJ --- ----- ----- -----�-------- ------ -- - ---� LJ o w Ln FRONT ELEVATION NOTE RIGHT SIDE ELEVATION o w 1/4"= -011 ALL LUMBER THAT COMES IN CONTACT WITH 1/4"= 1'-0" Fn co w CONCRETE SHALL BE A.C.Q.LUMBER. NOTE PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS SEAL OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- �?I ARC ADHERING POLYMER-MODIFIED BITUMEN SHEET IN K. y PLACE OF NORMAL UNDERLAYMENT AND SHALL �� ��� F �F EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. o 1 CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS u' OF UL 127 AND SHALL BE INSTALLED AND q 0 p g q TERMINATED IN ACCORDANCE WITH THE y MANUFACTURER'S INSTRUCTIONS AS PER SEC;. R1005 F F N Ew CONTINUOUS RIDGE VENT ASPHALT Q 6 ASPHALT 12 00 °r° SHINGI ES SHINGLES Q 6 � N 00 00 ICE SHIELDC ------ -------------- -- - ----- -ICE SHIELD - ------- --- N0? ---------- ----------- RICKET co M CLG.HT CLG.HT ----- WIN.HT. - --- -- - - WIN.HT.- / \ 0007T-10 ti ti 0 o q o INYL SIDING Y ,-VINYL SIDING M Y Q tO FLASHING p O ------------ /��--------- <F�ANI >>- 2 S\G W 12 W = Z I'llQ Z W F. 4 ZZ-12-- 12 FIN.FL. FIN.FL. Q4 w L U) CRICKET --- -- - ---- a4 U CLG.HT -- --_ -- --_CLG.HT-- - - �OIELD -- _----- -- _- ----- ------ ICE SHIELD-- ---- - --- RICKET BEYOND z w 0- w w ---- WIN.HT. - - -- WIN.HT. 1'-0" Q Z C-4Z -- 26, CD INYL SIDING _ o C? 36"RAILING O O INYL SIDING co co INYL SIDING m 00 O U J _ FIN.FL;S@11.5'--- — --_ -- —FI .FL.@11.5' -- W D GRADE �l 'i GRADE W O I I I I I I I I I I I I I I I I u I I I I W z o I I I I I o I I t o Q I I p W � �J-- ----- - ---- ----------------- J ------------------- — L---- ------ -- ----- - ---- ---- ------- --I� LJ NOTE ------ - ---- ----- ---------- --1�-- - ----J LJ � � W J—IL- 00 ALL LUMBER THAT COMES IN CONTACT WITH c~i M ZZ w Z CONCRETE SHALL BE A.C.Q.LUMBER. 0 Z _ = w o0 ° � Lu O W � cel 0- U (n ¢ �— o CO REAR ELEVATION LEFT SIDE ELEVATION DWG NO 1/4 1,= 1'- 0" 1/4 11= 1'- 0,. d 4 11 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELI=-ADHERING POLYMER MODIFIED BITUMEN SHEET. — I ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. 1/2"CDX PLYWOODSTRAP(TYP.)WITH(6)8d PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER I 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d -j- — COMMON NAILS IN EACH END OF STRAP. SIMPSON • 24"MIN. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 11/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR DETAIL "All DETAIL "B„ BY SIMPSON OR APPROVED EQUAL. DETAIL C DETAIL D ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.802.3 R.802.3.1 R.905.1.2 R.802.3.1 L/4 MAX. L R.802.3.1 R.802.5.1(9) R.8C2.5.1(9) ATTIC INSULATION 2'-0"MAX CAN'T 5/8"TYPE "X" GYPSUM BOARD COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE 5/8"TYPE"X"GYPSUM BOARD 6" RIGID INSULATION 1'4" 1, 3" 3/4"OSB SUB FLOOR GLUED AND NAILED ATTIC FLOOR FRAMING AS PER MANUFACTURER'S SPECFICIATIONS 2" x 4" FRAMED WALL. (TYPICAL) SOLID BLOCKING @ EXTERIOR PARTITION. ih py 0 R-15 MINERAL FIBER INSULATION 11 1/2"INSULATION BETWEEN HEATED & NON-HEATED THOUGH BOLTS V-4" FIBER STRONG RIM BOARD BY SPACES. HEADER MANUFACTURER @ END OF JOISTS. STEEL PLATE z TUFF-R-BOARD INSULATION. l"MIN AIR GAP w VINYL SOFFIT GARAGE HABITABLE SPACE L) Q ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS nw SITE BUILT ATTIC ENCLOSURE -MECHANICALLY SECURED Q Q MECHANICAL LATCH TO PRESSURE g ° Q SEAL AT WEATHERSTRIPPING w MANUFACTURED PULL DOWN STAIR U) _ DETAIL "Ell DETAIL T 'IDETAIL "G" DETAIL "H" ° 00 ATTIC ACCESS DETAIL N.T.S. CANTILEVER 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALL HEADEW/ ELLAEAIL N.T.S. 112"=1'-0" w 1 HOUR RATED o0 UL Design No.U333 SEAL D AR�y NOTE NK. ALL STAIRS, HANDRAILS& SHEATHING RAILINGS SHALL COMPLY a W/RCNYS SEC. R-311 &R-312 SIDING z - FLASHING CONTINUOS VENT z_w HARDWOOD OR STEEL HANDRAIL 9� 01 9 4 �U W/1 1/2"MIN. FINGER CLR.AND NOT F OF NES USE A MINIMUM OF 1/2" c oo p TO PROJECT MORE THAN 4.5" TWO 8d NAILS THIS 11/4"AIR SPACE io 0 FROM THE WALL. SIDE OF TRUSS. BACK-FLASHING o TOTAL 4-8d NAILS O 1/2"MIN. BLANKET INSULATION w INTO TRUSS. 3/4"AIR SPACE _ o I-T 00 00 ROOF RAFTER V 314"O LAG BOLTS TOP 00 BOTTOM @ 24"O.C.MAINTAIN q" F M � WOOD STRINGER, ' N co 2"EDGE @ END DISTANCES. M TREADS,&RISERS • M M a•• CD Cfl 2-8d NAILS INTO PLATES 1 1/4"NOSING 8-8d NAILS PRE MOLDED INTO STUD Simpson Strong-Tie H7 Z EXPANSION JOINT. **MINIMUM WIDTH OF STAIRS TO BE 3'-0" c ti ti DETAIL "J" DETAIL "K" An& DETAIL "L" Y } ROOF VENTILATION N.T.S. STAIR AND RAILING DETAIL V=1'-0" RAFTER TIE DETAIL N.T.S. 0 = O} SIMPSON STRONG-TIE H7Z LLl > U W w = z Q z w �- U (� 12 Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER Z)w Q _ O_ U)z 17� ROOF CONNECTION CONNECTION DETAIL w n- w w TECO'S Q = z - 74"R.R.@ 16"O.C. 2"x6"R.R.@ 16"O.C. � J 3-10d COMMON SEE DECK ATTACHMENT 77 112°LAG.BOLT Sill h SOM DETAIL ON SHEET#12 @ 24"O.C. ST APPIING @ 16" 74"CJ. 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON 12T O @ EA. IDE zqr— 2-2"x10"HEADER C° OD O r- 1/2°LAG.BOLT DECORATIVE MOLDING U COV. @ 24"O.C. __J PORCH TECO'S W J Ow p o _ -_ 2"x6"DECKING DECORATIVE MOLDING PSON O � 1 4"x 4"POST ANCHORED IN SEE DECK ATTACHMENTA 2"x6"DECKING STRAPPING ® 16" W = z Q DETAIL ON SHEET#12 2"x 6"FLOOR JTS 16"O.C. 8"x 36"FTG.BELOW GRADE %"O LAG Z (D U co AND '-6"ABOVE GRADE � SIMPSON 1 \ 6-8d COMMON BOLTS @ 16" EA.N 0 W W _ B 6-8d COMMON 10 ® 16' U) > ~ l 1/2°LAG.BOLT a AB POST BASE BY SIMPSON O FILLER STRIP 3104 COMMON H U Cd @ 24"O.C. w z z ' TECO'S ° p w _ = w 00 _jO W �I N GRADE 5/8"ANCHOR BOLT DETAIL 'I nI 0 V" a U a ~ FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL DWG NO 41 CONNECTOR POST W/CONIC. CONNECTION PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. Will 5 DETAIL PORCH CONNECTION DETAILS N.T.S. 1 1 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE & 2017 SUPPLEMENT INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. / FOAM SEAL BOTH SIDES ALONG /' CONTINUOUS BEAD RAFTER WITH EXPANDING FOAM SEALANT. / OF SEALANT MAINTAIN EQUAL VENT SPACE / VENTED AIRSPACE CONTINUOUS BEAD TABLE R402.4.1 .1 FOR LENGTH OF RIGID INSULATION -_ /' ATTIC INSULATION _ OF SEALANT CONTINUOUS MINIMAL AIR BARRIER AND INSULATION INSTALLATION CEILINGBARRIER GYPSUM BOARD EXPANDING FOAM AT INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER INSULATION VERTICALLY TO / - - -- CONTINUOUS BEAD CONNECT INSULATING SHEATING / OF SEALANT CONTINCOMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA TO RIGID INSULATION BAFFLE i I OF SEA AONTS BEAD FCAM SEAL BOTH JOINTS / CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW UNIT AS A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or - CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER the building envelope. a sealing material. narrow cavities shall be filled by insulation The exterior thermal envelope contains a Narrow cavities that on installation readily conforms to the CONTINUOUS MINIMAL General requirements EXPANDING FOAM AT Y P continuous air barrier. available cavity space. 11/2"RIGID INSULATION WINDOW PERIMETER Breaks or joints in the air barrier shall be CONTINUOUS BEAD sealed. Air sealing shall be provided between the Garage separation garage and conditioned spaces. EXTERIOR INSULATED WALL WINDOW UNIT AS OF SEALANT The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit AIR BARRIER CONTINHESIVE UOUS BEAD shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS MINIMAL OF ADI NUOUS CONTINUOUS BEAD gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building EXPANDING FOAM AT OF SEALANT Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC WIN DOW PERIMETER Access openings,drop down stairs or knee drywall. rated. CONTINUOUS BEAD wall doors to unconditioned attic spaces PETAL I shall be sealed. y i..� OF SEALANT Batt insulation shall be cut neatly to fit CONTINUOUS BEAD OF ADHESIVE The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily ATTIC EAVE BAFFLE AND VENT OF SEALANT CONTINUOUS BEAD The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend OF SEALANT exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. CONTINUOUS SILL SEALER Walls ;//�///� -FULL.WIDTH OF MUDSILL Knee walls shall be sealed. FOUNIDATION WALL AS Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. AIR BARRIER / a CONCIRETE SLAB AS and continuous alignment with the air barrier. them from the showers and tubs. CONTINUOUS BEAD / / OF SEALANT ° AIR BARRIER The space between window/door jambs and The air barrier shall be installed behind / VENTED AIRSPACE framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or / �� ., •` • °' "• Windows.skylights and doors sealed. air-sealed boxes shall be installed. / ATTIC INSULATION Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building Rim joists HVAC register boots thermal envelope shall be sealed to the INSTALL 1"RIGID ROUGH CUT / subfloor or drywall. AROUND VENTILATION CHUTE / The air barrier shall be installed at any Floor framing cavity insulation shall be -AIR SEAL PERIMETER WITH / exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire EXPANDING FOAM SEALANT / the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ' A I R SEALING D E TA I L framing cavity insulation shall be permitted that is recommended b the manufacturer. Floors(including above garage and y to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not cantilevered floors) CONTINUOUS BEAD OF SEALANT sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. from the bottom to the top of all perimeter floor framing members. 11/2"RIGID INSULATION H z LU Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue EXTERIOR INSULATED WALL U shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned Crawl space walls P w with overlapping joints taped. the crawlspace walls. space shall be sealed. EXTERIOR INSULATED WALL Q PETAL}� RIGID INSULATION SHEATHING z I� "R-VALUEITHICKNESS PER CLIMATE I g (TAPE ALL JOINTS) I a 1" RIGID INSULATION AS ATTIC EAVE N.T.S I BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER o TABLE R402.1 ,2 of CO Co INSULATION AND FENESTRATION REQUIREMENTS W »,a,,, -,., 2X LEDGER UL TOP OF 00 RIGID INSULATION 3.8. Amendments Ito Table R402.1.2 (Insulation and Fenestration Requirements by •rig 4 . 'q y* " t`� I� 4 �" t SEAL Component)- ,; .' `"- �. am t hww*� aa ,�� f ' ���p ARC w + i I ATTIC INSULATION N Table 8402.1.2 of the 2015 IECC Residential Provisions shall be deemed to be an by(1) deli natin the existing row for climate:cone 6 as'option 1"and (2)addint?a new row. to be t i•f WOOD TRUSS FRAMING ,., k ., t, .. , ° ,w _ t i. .• " "'1 SHEATH INTERIOR OF designated as option 2, for climate zone 6,such option 1' and"option 2 roe's for climate zone ,;�' #q�fi.> l a �,� ,, ; ATTIC ACCESS TO - +1"OF INSULATION LEVEL --- N 6 to read as follows,. ? � . �" � � � i � e f o 1"RIGID INSULATION 9�F ?9 4 `' y� * pF NEW Wood Crawl GEazcd NI as; Basement` Slabs 1 x, l t 4 � �r � Climate Fencstration 'skylight Ceiling Framc f=loor , , space` ti ca. -• }, v ACCESS PANEL Fenestration Val[ Wall R-�alue k Nt ) i g r Zone U-value ��=Factor R-;'aloe �,Vall R-Volare wall f i• a DRAW ACCESS PANEL SNUG SFiGC R-Value' R-Value �C depth R-Value, R-Vaiuc ¢ -* WITH PERIMETER SCREWS ' f c TRIM AS REQUIRDED 6 20+5 or � FINISHED CEILING � ao option 1 0.32 X0.55 NEt 49 I3+10'' 151'20 30 F 15/ 19 15,4 ft. 15/19 �t4 75 cavity 15120 301 15/20 15.4 15 12 �! �" �" PeTA I L &L tpr=TA I Lt co , option_ Q.:.S 17.55 NR 49 "'�'°^` „�• �t� r � � �� �� � *� M CMO AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S RIGID INSULATION SHEATING NOTE: The remainder of Table R402.1.2 shall not be deemed to be deleted or otherwise amended ;�» 1, by this Section 3.8. The remainder of"Table 8402.1.2 continues in full force and effect. { dog00 00 uu:.-tiaW..ec.rWn�u.W.'rdG,• R- - � t �1.. _•tiG.ti..:uwC. ..._v.LW..�d' ~ �- C' r Y Q � Q O AIR SEALED WALL PREFAB -� ATTIC INSULATION W W N.T.S. FIREPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED Q z W TABLE 8402.1 .`t RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" W = ? _ � EL U) z EQUIVALENT U-FACT R - INSULATEDSTUD EXTERIOR W a_ W W LO 0 TABLE 8402.1.4SHEATINGI _J 2 INSTALL INTERIOR � _ PRIOR TO EQUIVALENT U-FACTORS" INTALLATION OF PREFAB FIREPLACE UNIT MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL AT WEATHERSTRIPPING FRAME BASEMENT CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING MASS WALL FLOOR o 0 WALL WALL SPACE WALL ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTORb U-FACTOR U-FACTOR U-FACTOR MANUFACTURED RECESSED LIGHT ENCLOSURE O z oo oo M 1 0.50 0.75 0.035 0.084 0.197 0.064 0.360 0-477 COMPRESSIBLE WEATHERSTRIPPING ATTIC INSULATION CONTINUOUS BEAD OF SEALANT O AT PERIMETER OF ENCLOSURE 2 0-40 O.G5 0.030 0.084 0.165 0-064 0-360 0.477 ATTIC TRUSS J O W � 3 0.35 0.55 0.030 0.060 0.098 0.047 0.099 c 0-135 DOWN STAIRMANUFACTURED PULL - �- ``-WWOOD FRAME FLOOR ASSEMBLY O O W 4 except Marine 0-�0 0.55 0.025 O.OGO 0.098 0.047 0.059 0.065 = 2 � -_ 5 and.r%4ar1ne 4 0.32 0.55 0.026 0.060 0.082 0-033 0-050 0.055 = - W 0 0 w 6 0-32 0.55 0.025 0.045 0.060 0.033 0.050 0.055 - - 4 2 Z Z cD U)i spy.- ceTA I L w 7 and S 0-32 0.55 0-025 0.045 0.057 0.028 0-050 0.055 � LLI co EXPNADING SEALANT AT PEIMETER a. Nonfenestration '_1-factors shall be obtained frommeasurement.calculation oran approved source. DRYWALL CEILING AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S � 0 C) v � 00 71^ ^_. RECESSED LIGHTING FIXTURE b_ L.h..n more than half the irsufa on is on the ln,erior.the mass wail U-factors shalt be a maximum of 0 17 in Climate Zone 1. 0,14 in climate Zone 0.12 in Cklmate Zone 3. 0 08 rr a w Z Z Climate Zone a except Marine.0.065 in Climate Zone 5 and Marine 4 and 0.057 in Climate Zones 6 through a CONTINUOUS BEAD OF SEALANT O � w � tz _ = w c0 c. Basement wall U-factor of 0.360 in Warm hurnid Ic-cations as defined by Figure R341.1 and Table R30t.1. of U of IW-' of 2L PETA I L %, PETA I L DWG NO AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 6 _Jd - 11 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) TABLE R602.3(1) -continued FASTENING SCHEDULE FASTENING SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION ROOF 14 Blocking between ceiling joists or rafters 16d common (3112"x 0.162") 16"o.c.fare nail to top plate 16d box(3112"x 0.135");or 12"o.c.face nail 4-8d box(21/2"x 0.113")or 3"x 0.131"nails 1 Blocking between wiling joists or rafters to top 3-8d common(21/2"x 0.131"):or Toe nail plate 3-1 Od box(3"x 0.128"):or 15 Bottom plate r joist,rim joist,band joist or 3-16d box 2-16d common( 31 21 35 x 0) 162') ;or 3 each 16"o.c.face nail ;or 2 each 16"o.c.face nail 2015 IRC 3-3"x 0.131"nails blocking(at brace wall panel) 4-3"x0.131"nails 4 each 16"o.c.face nail INTERNATIONAL RESIDENTIAL CODE 4-8d box(21/2"x 0.113')or Per joist,Toe nail 2 Ceiling joists to top place 3-8d common(2112"x 0.131"):or 4-8d box(2 1/2"x 0.113");or 3-10d box(3"x 0.128'):or 3-16d box(31/2"x 0.135');or TABLE R602.10.3(1) 3-3"x 0.131"nails 4-8d common(2 1/2"x 0.131');or Toe nail Ceiling joist not attached to parallel rafter,laps 410d box(3"x 0.128");or 16 To or bottom late to stud 4-1 Od box(3"x 0.128');or BRACING REQUIREMENTS BASED ON WIND SPEED over partitions ns see SectionsdtoRallel rafter, r,laps.2 Face nail P P 4-3"x 0.131"nails 3 p ( 3-16d common 3112"x 0.162"0;or EXPOSURE CATEGORY B and Table R802.5.1 9 4-3"x 0.131"nails 3-16d box(3 1/2"x 0.135");or 30-FOOT MEAN ROOF HI EGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS ( )j 2-16d common(3112"x 0.162');or End nail 3-10d box(3"x0.128');or 10-FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE Ceiling joist not attached to parallel rafter 4 (heel joint)[see Se�ions R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 3-3"x 0.131"nails 2 BRACED WALL LINES 3-1 Od box(3"x 0.128');or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS and Table R802.5.'1(9)j 17 Top plates,laps at corner s and 2-116d common 31/2"x 0.162" ;or Face nail b DWB,WSP,SFB, intersections ( ) WIND SPEED SPACING 5 Collar tie to rafter,face nail or 11/4"x 20 a. 4-1 Od box(3"x 0.128');or 3-3"x 0.131"nails (MPH) STORY LOCATION FEET METHOD LIB METHOD GB CS-WSP,CS-G, 9 Face nail each rafter ( ) BV-WSP ABW,PFH, CS-PF ridge strap to rafter 3-10d common(3"x 0.148");or PFG,CS-SFB c 9 P 3-8d box 2112"x 0.113";or 4-3"x 0.131"nails ( ) 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131'); or Face nail 3-16d box nails (3112"x 0.1135");or 2 toe nails on one side and 1 toe nail 2-10d box(3"x 0.128");or 10 4.0 4.0 2.5 2.0 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148');or 2 staples 13/4" - 4-1 Od box(3"x 0.128'); or on opposite side of each rafter or 7.. 7.0 4.0 3.5 truss 30 10.5 10.5 6.0 5.0 4-3"x 0.131"nails 19 1"x 6"sheathingto each bearing 3-8d box(2112"x 0.113');or g 40 13.5 13.5 8.0 6.5 4-16d (31/2"x 0.135');or 2-8d common(21/2"x 0.131'); or Face nail 3-10d common(3112"x 0.1148"); or Toe nail 2-1 Od box(3"x 0.128');or 50 16.5 16.5 9.5 8.0 4-1 Od box(3"x 0.128'); or 2 staples,1"crown,16 ga.,1 314"long 60 19.5 19.5 11.5 9.5 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 3-8d box(2112"x 0.113');or roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135') ;or End nail 3-8d common(2 1/2"x 0.131"); or 10 7.5 7.5 4.5 3.5 2-16d common(3112"x 0.162');or 3-10d box(3"x 0.128");or .5120 20 14.0 14.0 8.0 7.0 3-10d box(3"x 0.128"); or 20 V x 8'and wider sheathing to each bearing 3 staples,V crown,16 ga.,1 314"long Face nail 3-3"x 0.131"nails 30 20.0 20.0 11.5 9.5 Wider than 1"x 8" 40 25.5 25.5 15.0 12.5 WALL 4-8d box(21/2"x 0.113); or 3-8d common(21/2"x 0.131') ;or 50 31.5 31.5 18.0 15.5 3 common 1/2"x 0.162" 8 Stud to stud(not at braced wall panels) 16d ( ) 24"o.c.face nail 3-10d box(3"x 0.128");or 60 37.5 37.5 21.5 18.5 1 Od ox x ;or 4 staples,1"crown,16 ga.,1 314"long 3"x 0.131"nails 16"o.c.face nail 9 Stud to stud and abutting stud at intersecting 16d box(3112"x 0.135");or 12"o.c.face nail FLOOR 10 NP 11.0 11. 5.5 3"x 0.131"nails 20 NP 20.5 11.5 10.0 wall corners(at braced wall panels) 16"o.c.face nail 4-8d box(21/2"x 0.113); or 30 NP 29.0 17.0 14.5 16d common(31/2"x 0.162") 8d 21/2"x- 0.131' 3 common( ) ;or 21 Joist to sill,cop plate or girder Toe nail 40 NP 38.0 22.0 18.5 16d common 3112"x 0.162") 16"o.c.each edge face nail 3-1 Od box(3"x 0.128');or 10 Built-up header(2"to 2"header with 112"spacer) 3-3"x 0.131"nails 50 NP 47.0 27.0 23.0 16d box(31/2"x 0.135") 12"o.c.each edge face nail 60 NP 55.5 32.0 27.0 z 5-8d box(2112"x 0.113");or 8d box(21/2"x 0.113') 4"o.c.toe nail W 11 Continuous header to stud toe nail J 4-8d common(2112"x 0.131"); or 22 Rim joist,band joist or blocking to sill or 8d common(2112"x 0.131");or U 4-1 Od box 3"x 0.128" 6"o.c.toe nail top plate(roof applications also) 1 Od box(3"x 0.128');or 10 4.5 4.5 2.5 2.5 W 3"x 0.131"nails 20 8.5 8.5 5.0 4.0 CL 16d common(31/2"x 0.162') 16"o.c.face nail 30 12.0 12.0 7.0 6.0 2ND FL Q 12 Top plate to top plate 3-8d box (21/2"x 0.113');or 1 Od box(3"x 0.128');or 12"o.c.face nail 23 V x 6"subfloor or less to each joist 2-8d common(2112"x 0.131");or face nail 40 15.5 15.5 9.0 7.5 z 3"x 0.131"nails 3-1 Od box(3"x 0.128');or 50 19.5 19.5 11.0 9.5 g Double top p P late splice for SDCs A-D2 with 8-16d common(3112"x 0.162');or 2 staples,l"crown,16 ga.,1 3/4"long 60 23.0 23.0 13.0 11.0 0 seismic braced wall line spacing<25' 12-16d box(3112"x 0.135");or face nail on each side of end joint LLJ 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box 3112"x 0.135" ;or Blind and face nail L 24 2"subfloor to joist or girder ( ) 13 12 3"x 0.131"nails side of end joint) 1 g 2-16d common(31/2"x 0.162") 10 8.5 8.5 5.0 4.5 Cl) W Double top plale splice SDCs DO,D1,or D2; <130 20 16.0 16.0 9.5 8.0 U of and braced wall lines spacing>25' 12-16d(3112 x 0135") P 9 30 23.0 23.0 13.5 11.5 IST FL 25 2"planks(plank&beam-floor&roof) 3-16d box(3112"x 0.135');or At each bearing,face nail W 2-16d common(3112"x 0.162') 40 30.0 30.0 17.5 15.0 W 00 50 37.0 37.0 21.5 18.0 3-16d common (31/2"x 0.162') 60 44.0 44.0 25.0 21.5 SEAL 26 Band or rim joist to joist 4-1 Od box(3"x 0.128');or End nail 4-3"x 0.131"nails;or 10 NP 13.0 7.5 6.5 `\��E D ARC 4-3"x 14 ga.staples,7116"crown 5 N.K. Nail each layer as follows:32"o.c. 20 NP 24.0 13.5 11.5 20d common(4"x 0.192");or at top and bottom and staggered. 30 NP 34.5 19.5 17.0 Q7 Q v -A 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 40 NP 44.5 25.5 22.0 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 50 NP 55.0 31.5 26.5 Lo layers And: 60 NP 65.0 37.5 31.5 cP _472-20d common(4"x 0.192');or Face nail at ends and at each IQ,- 3-1 Od box(3"x 0.128');or splice 02 9 4 6 6 y0 3-3"x 0.131"nails F 0 F N Ew 4-16d box (31/2"x 0.135');or 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail 4-1 Od box(3"x 0.128');or 4-3"x 0.131"nails . 2015 IRC 29 Bridging to joist 2-1Od(3"x0.128') Each end,toe nail INTERNATIONAL RESIDENTIAL CODE "It 00 CO TABLE R602.3(3) N o FIGURE R602.10.6.2 lq- co REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c co co METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN STRUCTURAL NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V ult PANEL SPAN PANEL STUD SPACING (mph) EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES TWO BRACED WALL PANELS SIZE PENETRATION RATING THICKNESS INCHES EDGES FIELD wind exposure ca egory (INCHES) (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 LO r` (2.0"x 0.113') 0 r EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) COMMON 1.75 24/16 7/16" 16 6 12 170 140 135 0 Q O (2.2.5"x 0.1 31" ) 24 6 12 140 115 110 O = } 2'-18'FINISHED WIDTH OF OPENING LLI ?: U W FOR SINGLE OR DOUBLE PORTAL > W = Z FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. Q ZW TENSION STRAP PER A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with W LU E U) TABLE 602.10.6.4 FASTEN KING STUD TO HEADER panel strength axis perpendicular to supports. (ON OPPOSITE SIDE WITH 616D SINKERS Z Z PON) WALL DB.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in W Q Z _ OF SHEATHING of W C/) Z HEI HT accordance with Section R602.10. Ly C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. W 3: Lli or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not Q Q Z 04 more than 16 inches on center. _ _J IF NEEDED,PANEL FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL FASTEN TOP PLATE TO HEADER WITH = COMMON OR GALVANIZED BOX NAILS IN 3"GRID - OCCUR OVER AND BE TWO ROWS OF 16D SINKER NAILS 2015 IRC LU PATTERN AS SHOWN NAILED TO COMMON AT 3"O.C.TYP. O O x BLOCKING WITHIN THE INTERNATIONAL RESIDENTIAL CODE HEADER TO JACK-STUD STRAP PER TAB MIDDLE 24"OF THE z r- R602.10.6.4 ON BOTH SIDES OF OPENING PORTAL LEG-HEIGHT. TABLE R602.10.4 m0 00 a OPPOSITE SIDE OF SHEATHING ONE ROW OF 3"O.C. BRACING METHODS U o = NAILING IS REQUIRE IN EACH PANEL EDGE. Continuous Sheathing Method MIN.DOUBLE 2"x 4" FRAMING COVERED WITH MIN. MIN.JW CL N a "WOOD STRUCTURAL 'THICK WOOD STRUCTURAL PANEL SHEATHING WITH CONNECTION CRITERIA 2 MIN.DOUBLE 2 X 4 POST PANEL SHEATHING 8D COMMON OR GALVANIZED BOX NAILS AT3"o.c.IN METHOD MATERIAL MINIMUM THICKNESS FIGURE O 0 0 ALL FRAMING(STUDS AND SILLS)AS SHOWN TYP. (KING AND JACK STUD) TYPICAL PORTA ' Fasteners $Spacing = W NUMBER OF JACK STUDS FRAME CONSTRUCTION P 9 r PER TABLE R602.7(1)&(2) 0 (� W I1 Exterior sheathing per 6"edges 12"field w = z Q d MIN.LENGTH OF PANEL PER TABLE R602.10.5 CS-WSP Table R602.3(3) Z \ Ur U) r- 3:;> MIN.(2)�'DIAMETER ANCHOR BOLTS INSTALLED1/2" W (n Continuously sheathed " Lii PER SECTION R403.1.6 WITH 2"x 2"4"PLATE WASHER INTERMITTENT BRACED � ' Interior sheathing per Varies by fastener U) > LU WALL PANEL REQUIRED wood structural panel L L Table R602.3(1)or R602.3(2) 0 C) U 0 00 ADJACENT OPENING �I - FOR SINGLE PORTAL FRAME w �- Z W Z r 0 0 0 0 0 0 0 ° W 0 W (V 0 Z Z) 2 = W 00 rL .0 (n Q F_ oI (D 0 0 0 0 0 0 0 0 0 0 0 0 0 o ANCHOR BOLTS PER o 0 SECTION R403.1.6 G NO FRONT ELEVATION SECTION 7 11 8d @ 6"oc toed in L along braced wall Roof Sheathin Attachment Requirements for Wind Sheathing Q RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Loads Dead load Aewr qbm Root Mm My IX-10 W - Exposure B TOP PLATE 6" (mph)Second Gust Wind Speed .4 100 ILO 120 IJD MIEEM 01�, MRO p0 100 110 130 !0 100 110 130 STRUCTURAL SHEATHING 8d COMMON NAILS RDW PiICH � b N �8d K 20 gop drop 1=4A& ROWW Capacfty of Ridge Connection (plf) =4 @ 6"O.C.ON EDGES II I� t � e r 1 t• 1 r 1 E 1' 1 E 1 r ONLY I Art" in ' Rang/Try"1/2" MIN. STRUCTURAL TOP PLATE ng Mwchr 1 Na11>7paalls for Od A.4)CWmnon walls 2 4 22 (Inches,o.cJ or lad eox wane(Ir+chras,aaJ 16 2 2 2 4 126 178 235 298 WOOD PANEL = 8d COMMON NAILS 12 a 12 b 12 a 12 b 12 6 12 3:12 24 2 3 3 5 189 267' �53 447 @ 12"O.C.ON FIELD ONLY 6' AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(Sl CONNECTION o Interior Zone Ib 6 12 b 12 6 12 6 12 6 12 28 2 3 4 6 220 311 412 522 32 3 3 4 7 252 356 471 597 SOLID BLOCKING BETWEEN Isla b 12 b 12 6 12 6 6 6 12 36 4 5 7 529 671 FOR STRAP- �, 8 d COMMON NAILS @ EA.END OF STRAP 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16d COMMON NAILS @ 16"O.C. W/ 5�8 "DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 b b b b b 12 20 2 2 2 4 132 184 242 305 SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 b 12 b 12 b 12' b 12 b 1 12' 28 2 3 3 5 185 25& 338 427 SILL PLATE • OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 • , • MIN..USE SIMPSON SET EPDXY TIE LENGHT OF BRACED WALL PANEL Perimeter O Edge Zone b 12 6 12' b I2' b b b b 12 1 1 1 2 62 87 114 144 ANCHOR BOLTSHIGH STRENGTH EPDXY ADHESIVE ' ' ' • 16 1 1 2 2 83 115 152 192 • � 12 b 12 b 6 b b 6 6 TO SECURE ANCHOR, DRILL 3 20 1 2 2 3 103 144 190 239 r • /4" 5'12 24 2 2 2 3 124 173 228 287 along braced wall • b 12' b 6 e' a e' d d d 28 2 2 3 4 144 202 265 335 DIAM. HOLE FOR EPDXY. FOLLOW 24 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION bukall ltdw or Rake TYws W Look&A: d b' 6 O 4 O 4 4 4 4 32 2 2 3 4 165 231 303 383 36 3 3 186 60 1 431 Ork*011 Rake or RRa Rake Truss Wo ke b b 6 b b 6 b b 6 6' 1 1 1 1 2 79 1 130 TO PERPENDICULAR RAFTER. 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 201 2 2 3 95 132 172 216 END SHEARWALL SLAB ON GRADE RallarAyv"SP=M9 1�„„�„„N Aber O1 Cv,,,,,,,r Nelle 6:12 24 1 2 2 3 115 158 207 260 &ago tg fto (hairs,o cJ or 10d Dox Nalla por lxippwt 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 Ix6 or I xb Ohsat" 12441Z 2 2 2 =2 2 36 2 2 1 3 4 172 1 237 310 389 WO or Larger!lhsathhg d 5 S 3 2 1 1 9 L L 16 1 1 2 (2) 75 100 130 162 20 1 2 2 94 125 162 :12-121 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E-NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 8d qtr 6"oc toed in a Ong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building corners. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load(0.6x10psf). 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL TOP PLATE - 4. Tabulated connection requirements are based on a 12"ridge strap spacing,for different ridge 6" along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. o FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings,multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL CLG JTS @ FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS L LSPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 5. When the tabulated number of nails required in each end of the strap equal to 1 and the framing @ 6"O.C.ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS 4 p is q 9 Z ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1,the ridge strap and additional nailing is not required. W_ SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap,the number of 1 Od nails required in each end of -' the collar tie need not exceed the tabulated number of 8d nails in a steel strap,or the number 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. p. o' 2 of 12d box nails in each end of the collar tie need not exceed the taulated number of 1 Od box W 12"O.C.ON a 3-16d@16"oc @Fr,,) COMMON NAILS nails in a steel strap. Q along braced wall FIELD ONLY 12"O.C.ON 7. 1-y"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. < AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 2 FIELD ONLY Z SIMPSON HDU4-SDS2.5 HOLDDOWN g FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP N W/ 5�8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B U) 6"O.C.ON EDGES (ROOF-TO-WALL, WALL-TO-WALI., WALL-TO-FOUNDATION CORNER HOLD - DOWN DETAILS Z W d COMMON NAILS @ 16"O.C. OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY � Dead load� �/ AW Aetharibly OL-15� � � FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall rn 00 • HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w • SILL PLATE . • A along braced wall (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): MU SEMO W � 100 110 120 •. .'.. �',N•• TO SECURE ANCHOR, DRILL 3/4" ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. N rim W In each wrd of m Nmbw of 8d JC gape*W 1A44 "SIMPSON"HDQ8 OR 2-16d COMMON SEAL POURED CONCRETE/ NAILS @ 6"O.C. RED AR MASONRY TOP PLATE "SIMPSON"PH•" 12 1 2 2 2 FOR FULL LENGTH C,y/ 16 1 2 2 3 FOUNDATION 6 20 2 2 2 3 e °o OF STUD Q F(ne�x COMMON NAILS 12 24 2 2 3 3 12"O.C.ON 28 2 2 3 4 0 END SHEARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 36 2 3 3 4 °' ^ = WOOD PANEL 12 2 2 2 3 8d COMMON NAILS 16 2 2 3 9� 02 g 4 WALL @ 6"O.C.ON EDGES 20 2 2 3 4 ONLY 16 24 2 3 3 4 F 3-16d@16"oc O 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 °° 12 2 2 3 3 ° AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION@ 16"O.C. 16 2 2 3 4 ° 20 2 3 4 4 BLOCKING @ 00 L FLOOR JOIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): ° ° 00 19.2 24 2 3 4 5 ENDWAL CO •• '• •• . '1FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00 SILL PLATE % i, ••'.• s % s L L 32 3 4 5 6 00 • '.•"'•, •' • r• PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR ANCHOR BOLTS 1 4 co o0 8d @ 6"oc toed in 4 16 2 3 4 5 along graced wall co"SIMPSON"PH M 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 NOTE: TOP PLATE - FOUNDATION 32 3 5 6 7 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE LO r- INSTALLED AS PER Prescriptive limits are based on assumptions of Table 3.4 � 2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS located in Exposure B. Y Tabulated uplift connection requirements assume a roof and 0 O ening assembly dead load of 9 psf (0.60 x 15psf = 9pso. If a DETAIL } = = ening assembly Is not present or if the ceiling assembly is not (D Nall Sheathina and Cladding Attachment Requirements nected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. W w = z all be increased by 1 nail at each end of the strap. Q Z W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B � (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): Minimum ASTM A653 Grade 33 steel strap. U Cw0 U) FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind Speed il0 100 1io 120 1 Z < Z � W Q � _ 8d 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO (mph) a- Y) Z along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 57Rl4TURAL sFlA11iIN9 toW FLOOR JOIST - J = N Z , J SIMPSON HOLDDOWN W/ 5/8 t• is e T "DIAM. "SIMPSON"HD08 OR 2-16d COMMON ATR(ALL THREADED ROD) �hsaehug 1 oeatlon mud�h9 Madmm Nan` Ih9 for Od Cvmwn Waft @ 6 SEE THIS SHEET FOR DETAIL FOR otJ or IOd eox Nal (whcFhss,oaJ "SIMPSON"PHD6 NAILS 6"O.C. 12 b 12 6 12 6 12 b 12 6 12 e FOR FULL LENGTH 8d COMMON NAILS OF STUD @ 6"O.C.ON EDGES Interior Zone O b 12 6 12 b 12 6 12 b 12 ° °° T_ 0 O O ° z r- co oo 1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 b 12 b b b 12' °° U 0 WOOD PANEL = 8d COMMON NAILS 12 6 12 b 12 b 12 6 12 b 12 @ 12"O.C.ON . J FIELD ONLY 4" EDGE ZONE O b 12 6 12 b 12 6 12 b 12 I �- 3-16d@16"oc SIMPSON HOLDDOWN W/ 5�8 "DIAM. 24 6 12 6 12 6 12 b 12' b 12' ,•!!••: •!:.•" t� 0 O along braced wall , ••. 0 ATR(ALL THREADED ROD) ANCHOR, EMBEDMENT LENGTH OF = W ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING ,: Z U 'a' = Z Q d FLOOR JOIST RafterlTruss Spacing USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d Q ••' STRENGTH EPDXY ADHESIVE TO Box Nails per Su ort LLI co SILL PLATE ' ' • % 3/4 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 NOTE: 7/8" OHREADED ROD EMBEDDED 121/2" fn > 0 •• �'...• SECURE ANCHOR, DRILL "DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH F- 0 C) ap ,. HOLE FOR EPDXY.FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS 8 0- Z W Z r ANCHOR BOLTS o o ) W MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0 F-40OF USE SIMPSON AT.(HIGH STRENGTH 0 w Z) _ = w pp F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 0 J 0 W a- CV POURED CONCRETE/ 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment D- U Q E'- (C) MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. (� 2 STORY END WALL SHEARWALL 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION it jv� 4. Tabulated nail spacing assumes a building located in Exposure B. N.T.S. 11 TABLE R507.6 DECK BEAM SPAN LENGTHS (FT. . IN.) DECK JOIST SPAN LESS THAN OR EQUAL TO SPECIES SIZE (FEET) TABLE R507.4 6 8 10 12 14 16 18 MAXIMUM JOIST SPACING 2-2X6 6 - 11 5 - 11 5-4 4 - 10 4-6 4 - 3 4-0 DECK POST SIZE MAXIMUM HEIGHT 2 -2X8 8-9 7-7 6 -9 6-2 5- 9 5-4 5-0 4 X 4 8FEET 2 -2X10 10-4 9 -0 8-0 7-4 6-9 6-4 6-0 2-2X12 12 -2 10-7 9-5 8-7 8-0 7 -6 7-0 4 X 6 8FEET 3-2X6 8 -2 7- 5 6-8 6- 1 5- 8 5-3 5 -0 SOUTHERN PINE 6 X 6 14 FEET 3-2X8 10- 10 9 -6 8-6 7 -9 7-2 6-8 6 -4 3-2X10 13-0 11 -3 10-0 9 -2 8-6 7 - 11 7 -6 3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8 - 10 3X6 OR 2-2X6 5-5 4-8 4 -2 3- 10 3-6 3- 1 2 -9 TABLE R507.2.1 3X8 OR 2-2X8 6- 10 5 - 11 5 -4 4 - 10 4-6 4- 1 3-8 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3X10 OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5 - 1 4 -8 3X12 OR 2-2X12 9-8 8 -5 7 -6 6- 10 6-4 5 - 11 5 -7 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS DOUGLAS FIR-LARCH, 4X6 6-5 5-6 4- 11 4-6 4-2 3- 11 3 -8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING HEM-FIR, 4X8 8-5 7 -3 6 -6 5 - 11 5-6 5 -2 4- 10 SPRUCE-PINE-FIR, LEDGER 21NCHES 3/4 INCH 21NCHES 15/8 INCHES REDWOOD, 4X10 9- 11 8-7 7 - 8 7-0 6-6 6- 1 5 -8 WESTERN CEDARS, 4X12 11 -5 9 - 11 8- 10 8- 1 7-6 7 -0 6-7 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 15/8 INCHES PONDEROSA PINE, RED PINE 3 -2X6 7 -4 6 -8 6 -0 5-6 5- 1 4-9 4 -6 3-2X8 9-8 8-6 7-7 6- 11 6-5 6-0 5-8 3-2X10 12-0 10-5 9 -4 8 -6 7- 10 7 -4 6 - 11 3-2X12 13- 11 12 - 1 10-9 9- 10 9- 1 8-6 8 - 1 Z W TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST W o_ (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) Q U) Z JOIST SPAN g CONNECTION DETAILS 6'AND LESS 6-1"TO 8' 8'-1"T010' 10'-1"T012 12'-1"TO 14' 14'-1"TO 16, 16-1 ,TO 18, W ON-CENTER SPACING OF FASTENERS Z O W Fnco 112 INCH DIAMETER LAG SCREW W/ 1/2 INCH 30 23 18 15 13 11 10 of ob MAXIMUM SHEATING SEAL ARC 1/2 INCH DIAMETER BOLT W/ 112 INCH NDK. T -1/ MAXIMUM SHEATING 36 36 34 29 24 21 19 o 112 INCH DIAMETER BOLT W/ 1 INCH 36 36 29 24 21 18 16 9 MAXIMUM SHEATING 9TF F N E� yon 0 � � M TABLE R507.5 N o v 00 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) N 00 co co CD SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER SPECIES SIZE - (INCHES) (INCHES) 12 16 24 12 16 24 2 X 6 9 - 11 9- 0 7-7 6 -8 6 -8 6-8 Table .7 0 SIZE OF TRAPS FOR PLUMBING FIXTURES 00 2 X 8 13 - 1 11 - 10 9- 8 10- 1 10- 1 9-8 SOUTHERN PINE PLUMBING FIXTURE TRAP SIZE o o 2 X 10 16-2 14 -0 11 - 5 14-6 14 -0 11 -5 (MIN. IN. ) 2 X 12 18-0 16-6 13-6 18- 0 16 -6 13 -6 BATHTUB (with or without w w = z shower head and/or 1 1/2 Q z w whirlpool attachments 2X6 9-6 8-8 7-2 6-3 6-3 6-3 w LUBidet 1 1/4 Z 0 Z _ DOUGLAS FIR-LARCH, w Q Z2 X 8 12-6 11 -1 9- 1 9 -5 9-5 9- 1 Clothes with standpipe 2 Of CL 0 z HEM-FIR Lu SPRUCE-PINE-FIR, 2 X 10 15 -8 13-7 11 - 1 13-7 13-7 11 - 1 Dishwasher(on separate trap) 1 1/2 Q Q � —J = r 2X12 18 -0 15-9 12- 10 18- 0 15 -9 12- 10 Floor drain 2 J Kitchen or 2 X 6 8 - 10 8-0 7- 0 5-7 5-7 5 -7 traps, withkornwithouto REDWOOD, dishwasher and food waste 1 1/2 WESTERN CEDARS, 2 X 8 11 -8 10-7 8-8 8 -6 8-6 8 -6 disposer) Laundry tub O PONDEROSA PINE, 2 X 10 14 - 11 13-0 10-7 12-3 12 -3 10-7 one or more compartments) 1 112 Sec. P3103.1 - Roof Extensions m oo RED PINE Lavatory 1 1/4 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated O 2X 12 17-5 15- 1 12-4 16- 5 15- 1 12-4 snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, U Shower(based on the total observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than -J flow rate through 7'-0" above the roof. J showerheads and bodyspraiys) Sec. P3103.2 - Frost Closure W CL Flowrate: Where 95% value for outside design 'temperature is 0 degrees F or less, vent extension through a roof or Z) 5.7gpm and less 1 1/2 wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not W O O more than 5.7gpm up to 12.3gpm 2 less than 1 foot inside the thermal envelop g e of the building. = - TABLE R507.4 more than 12.3gpm up to 25.8gpm 3 >> 0 U, J �I MAXIMUM JOIST SPACING more than 25.8gpm up to 55. 6gpm q W - Z = z :! MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING PLUMBING W W C5 NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST O >LU 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. f- 0 00 1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES 2.ALL WASTE PIPING BELOW GRADE SHALL BESTANDARD WEIGHT CAST IRON_ LU O z 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, o W w0 U W W 00 N ALL SOLDER SHALL BE LEAD FREE. d a U U) <1 of (I 2-INCH-THINCK WOOD 24 INCHES 16 INCHES 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 112"INSULATION. 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. DWG NO 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ STATE BUILDING AND ENERGY CODE, SECTION R507.3 SECTION R507.3 9 7 . 11 STAGGER FASTENERS IN 2 ROWS FIGURE R507.2.3(1) FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS FIGURE R602.10.8(1) LAG SCREW OR BOLT *DISTANCE SHALL BE PERMITTED TO BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS ' REDUCED TO THAT OF LAG SCREWS *NOTE:THIIS DETAIL IS APPLICAPABLE SHEATING TO ATTACH 2X8 LEDGERS TO 2X8 WHERE FLOOR JOISTS ARE SIDING BAND JOISTS. PARALLEL TO DECK JOISTS. LEDGER 5.5"MIN FOR 2X8 FLASING FOR WATER TIGHTNESS 6.5"MIN FOR 2X10 FOR SI:1 INCH=25.4 MM FLOOR SHEATING NAILING AT " CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING 7.5"MIN FOR 2X12 6"MAXIMUM ON CENTER TO HOLD DOWN OR DECKING OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG JOIST WITH HOLD DOWN OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS BRACED WALL PANEL BRACED WALL PANEL IN ACCORDANCE WITH TABLE R507.2 8d @ F O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT FLOOR JOIST APPROVED JOIST HANGERS BRACED WALL PANEL EACH BLOCKING MEMBER HOLD-DOWN DEVICE MIN.750 LB.CAPACITY BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL FLOOR JOIST DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH 7r END OF THE LEDGER.HOLD-DOWN DEVICES 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH SHALL FULLY ENGAGE DECK JOIST PER BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER HOLD-DOWN MANUFACTURER. 2-16d NAILS EACH SIDE A FULLY THREADED 318"DIAMETER LAG CONTINUOUS RIM ADDITIONAL FRAMING SCREW PREDRILLED WITH MIN.3"PENETRATION OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL FOR SI:1 INCH=25.4 MM FOR SI:1 INCH=25.4 MM Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirl ool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- Dishwasher (on separate trap) 1 1/2 Z ADHERING POLYMER- MODIFIED BITUMEN SHEET IN w Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL v Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR LU Of traps, with or without WALL LINE. n dishwasher and food waste 1 1/2 Q disposer) co SHEATHING Laundry tub 1 1/2 a one or more compartments) 0 AIR SHIELD Lavatory 1 1/4 U) LIQUID FLASHING ower (based on the total NOTE: Z W flow rate through PROVIDE SMOKE DETECTORS & O W F co showerheads and bodysprays) CARBON MONOXIDE DETECTORS Flow rate: w c6 AS PEP, SEC. 5.7gpm and less 1 1/2OF 2015 IRC R314, 31 5 more than 5.7gpm up to 12.3gpm 2 DETECTORS TO BE HARDWIRED more than 12.3gpm up to 25.8gpm 3 & INTERCONNECTED. SEAL AIR SHIELD more than 25. 8gpm up to 55. 6gpm q EO ARC y NOTE: N.K. FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND y OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: Q a1 OT SURFACE SHEATHING JOINT TREATMENT cxIMNEYs SHALL COMPLY WITH THE REQUIREMENTS � • � � OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE qJ 0294 ' y0 MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 F OF NEW v 00 CO CO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co � 00 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION N °° MM THE CONSTRUCTION TYPE DESIGNATION SHALL BE I , II , III , IVORV 00 TO INDICATE THE CONSTRUCTION °rte° ~ CLASSIFICATION OF THE STRUCTURE Y UNDER SECTION 602 OF THE BCNYS Q 0 SECTION 1265.4 SIGN OR SYMBOL O „ I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER } = } 6 DIAME ERSTRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST LLi � C: w CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OFA CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND > z w z (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED w w U) EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. U 0 Z � 2 THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, w Q_ (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ( ) Ar J OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER a. U) Z REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TOTHE EXTERIOR WALL OF OR DECAL. w a_ ui w PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE Q Q N REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","W',OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. d- EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) Z O (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION m 00 OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: o OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; U HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND J (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. W AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O W p SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. 2 41-4WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE/2 0 w j STROKE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY ROOF FLOOR W = Z <I OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT Z O DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W W (n COMPONENTS THAT ARE OF W > W TRUSS TYPE CONSTRUCTION R F O C) 0 ao FLOOR FRAMING INCLUDING 0 6- ', Z 8 Z O w 0 ~ _ 00 F GIRDERS AND BEAMS V a v U) Q F- of ° JO00 L) w C'4 R ROOF FRAMING F DWG NO [ FRI FLOOR AND ROOF FRAMING ROOF AND FLOOR 10 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION. 11 BLOGKIN6 a VOIALL GENERAL PA5TENINC 50HEDULE RESIDENTIAL CODE OF NEW YORK STATE RIDGE-PLATFORM FRAMINS ONLY TABLE R301.7 R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE (177.1kmlh)SHALL BEDESIGNED INACCORDANCE WITH ONE OFTHE FOLLOWING. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI STRUCTURAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 12 U180 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION EXTERIOR BALCONIES 60 psf 10 psf RAFTERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); ATTIC DECK;i 40 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN FLOORS AND PLASTERED CEILINGS U360 BLOCKING 2 BAYS ALL OTHER STRUCTURAL MEMBERS U240 BACK @ 4'-0"O.C. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf EXTERIOR WALLS WITH PLASTER OR H/360 J STUCCO FINISH ROOMS OTHER THAN SLEEPING RCOMS 40 psf 10 psf J Q EXTERIOR WALLS--WIND LOADS WIT♦4 U240 SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITR SECOND FLOOR Z FLEXIBLE FINISHES U120 W GUARDRAILS AND HANDRAILS 200 psf 10 psf ' AB ROOF LOADING(LIVE=GROUND SNOW LOAD ps NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. BLOCKING 2 BAYS ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf ATTIC BACK @ 4'-0"O.C. RESIDENTIAL CODE OF NEW YORK STATE) 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 ®INTERIOR ZONE CATHTIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE48 OF THE DETERMINING DEFLECTION LIMITS HEREIN. ® PERIMETER ZONE NOTE: — GABLE WALL FIRST FLOOR 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @ 4'-0"O.C. a Z W J U W 0- Q Z W C/) w Z W 0 W 00 W co az co SEAL D AR�ti K. �L F 9T 02 9 F OF NEW 00 ao e— M L M ~ N 00 U3 L/3 N 00, MM T (0 C L I NO NOTCHES D/6 MAX. I D PERMITTED ( I D16 MAX. r 00 Lo c TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE NOTE FLOOR JOIST-CENTER CUT Y Q FOR WOOD STRUCTURAL PANELS a,b,c,d ALL STAIRS, HANDRAILS& D/4 MAX. O o RAILINGS SHALL COMPLY W W/RCNYS SEC. R-311 D � W = Z TOP PLATES Q Z U FASTENER SPACING(INCHES) a'b Dl3 MAX. U (7 � Z Z) ofa�- U) z FASTENER 4 FEET< 6 FEET< BORED HOLE MAX. W W W W PANEL SPAN P_ - DIA.40 PERCENT � Z) 0 TYPE PANELSPAN PANEL SPAN <4 FEET <6 FEET <8 FEET J = N Z No.8 WOOD SCREW BASED OF STUD DEPTH MAX.D FROM J ANCHOR WITH 2-INCH 16 10 8 W SUPPORT FLOOR JOIST END CUTS EMBEDMENT LENGTH No.10 WOOD SCREW BASED 5/8"MIN.TO EDGE ANCHOR WITH 2-INCH 16 12 9 z_ HARDWOOD OR STEEL HANDRAIL o D EMBEDMENT LENGTH U W/1 1/2"MIN. FINGER CLR.AND NOT 518"MIN.TO EDGE O O INCH LAG SCEW BASED bo p TO PROJECT MORE THAN 4.5" NOTCH MUST NOT Z 00 m 00 0 FROM THE WALL. EXCEED 25%OF D/3 MAX. 0 ANCHOR WITH 2-INCH 16 16 16 o W STUD DEPTH V EMBEDMENTLENGTH w_ ' —I LOCATED INTHESAME CROSS HOLE IS BETWEEN 40%AND 60% W OF STUD DEPTH,THEN STUD MUST BE CL DOUBLED AND NO MORE THAN TWO RAFTER CEILING JOISTS 2 (D U)i SECTION OF CUT OR NOTCH(STUD SECCESSIVE STUDS ARE DOUBLED 0 (n 0 O a.This table is based on 180 mph wind seeds and a 33 foot mean roof height. n AND SO BORED = W - b.Fasteners shall be installed at opposite ends of the wood structural panel. q WOOD STRINGER, c.Nails,;hall be 1 O common or 12d box nails. M TREADS,&RISERS Dl3 MAX. 3: O 0 W I I d.Where screws are attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors having a minimum ultimate NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. z Lij = withdrawal capacity of 490 pounds. IF r 1 1/4"NOSING DRILLING AND NOTCHING DETAIL �WW W CHAPTER 3 BUILDING PLANNING W OF STUDS 21N.MIN.FROM TOP � � � 0 SECTION R301 DESIGN CRITERIA **MINIMUM WIDTH OF STAIRS TO BE 3'-O" AND BOTTOM OF JOIST 1 0 U 00 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN PIPE OR CONDUIT w a Z W Z r- F- F_- i OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. D(ACTUAL DEPTH) O � Wo U W F- N PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE STAIR DETAIL W 12- U (n Q I— pl PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL CUTTING DRILLING AND NOTCHING DETAIL BE DESIGNED TO RESIST THE COMPDNENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE N.T.S. DWG NO WITH THE PROVISIONS OF THE 20151.R.C, OF JOISTS . 11 d 11