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Home My WebLink About49436-Z o�og�FfO�K�oG Town of Southold 11/16/2023 y , P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44733 Date: 11/16/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 670 Bayview Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/29/2019 pursuant to which Building Permit No. 49436 dated 6/29/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling unfinished basement,covered front dwellingwith unfinished basement,covered front porch, rear deck and second floor balcony as applied for per ZBA#7373,dated 2/20/2020. The certificate is issued to Todd,Kendall of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 6/1/2023 R-19-0100 ELECTRICAL CERTIFICATE NO. 45689 10/15/2021 PLUMBERS CERTIFICATION DATED 10/25/2023 & 7/12 B Piecuch Au iz d ignature �o��g�fFQl �o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co o • N SOUTHOLD, NY .R.s 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#: 49436 Date: 6/29/2023 Permission is hereby granted to: Todd, Kendall 61 Windbeam Rd Ringwood, NJ 07456 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, SCHD, DEC NJ letter, Trustee approval as applied for. Replaces BP 45689. At premises located at: 670 Bayview Dr, East Marion SCTM #473889 Sec/Block/Lot# 37.-5-3 Pursuant to application dated 1/5/2021 and approved by the Building Inspector. To expire on 12/28/2024. Fees: PERMIT RENEWAL $1,232.85 Total: $1,232.85 Building Inspector .� TOWN OF SOUTHOLD �o�SUFFot,r � 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#: 45689 Date: 1/19/2021 Permission is hereby granted to: Todd, Kendall 61 Windbeam Rd Ringwood, NJ 07456 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, SCHD, DEC NJ letter, Trustee approval as applied for. At premises located at: 670 Bayview Dr, East Marion SCTM #473889 Sec/Block/Lot# 37.-5-3 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on 7/21/2022. Fees: DEMOLITION $594.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,821.60 EW DWELLING $50.00 6 Total: $2,465.70 t � ui in � Insp ctor � 'a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning-Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-'conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. --New Construction: // Old or Pre-existing Building: (check one) 6 Location of Property: 620 tja, � r House No. Street Hamlet T Owner or Owners of Property: `Ttad1 r 'Suffolk County Tax Map No 1000, Section /ovck-S 7 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) do hereby authorize ()n l r< (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) ,�o�SufFot o . TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . fi SOUTHOLD, NY tic 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#: 45689 Date: 1/19/2021 Permission is hereby granted to: Todd, Kendall 61 Windbeam Rd Ringwood, NJ 07456 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, SCHD, DEC NJ letter, Trustee approval as applied for. At premises located at: 670 Bayview Dr, East Marion SCTM #473889 Sec/Block/Lot# 37.-5-3 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on 7/21/2022. Fees: DEMOLITION $594.10 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,821.60 CO-NEW DWELLING $50.00 1: $2,465.70 Buildin 6 Insp ote� hO��OF SOl¢yo6 * TOWN OF SOUTHOLD BUILDING DEPT. cmrxn 7654802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S+,r^wo DATE INSPECTOR O�aOF SOUTyO S� v 1 1 V ( gw # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING - [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �i ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ (] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �/I� INSPECTOR C� - pf SO(/l yon r� 7® # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: k e DATE 1,0 1,4 INSPECTOR pF SObTyO� _1 # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ VNSULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL At [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oki— .00, �y vi (M� e / vr vtcoiL(v,S Amy-& , mdqc, vmob-' ol DATE 17O INSPECTOR of oUjy°�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DI PARTMENT TOWN OF S UTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LO ATION Issued To: Kendall Todd Address: 670 Bayview Dr citt:East Marion st: NY zip: 11939 Building Permit#: 45689 Section: 37 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPL ANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120ME SITED TAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVEN TORY Service 1 ph X Heat Duplec Re pt 59 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Rec t 14 Wall Fixtures 23 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Rept Recessed Fixtures 51 CO2 Detectors Sub Panel A/C Blower 2 Range Re pt Ceiling Fan Combo Smoke/CO 3 Transfer Switch200A UC Lights $' Dryer Rec t 30A Emergency Fixtures Time Clocks Disconnect 3 Switches 45 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Led Mirror, W/D, Septic Disconnect, 200A Panel 60 Circuit / 33 Used , 200A Transfer Switch Notes: New Two Story / Unfinished Basement Inspector Signature: Date: October 15, 2021 S.Devlin-Cert Electrical Compliance Form ofe Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(63I)765-9502 P.O.Box 1179 Southold,NY 11971-0959ECEgVE BUILDING D PARTMENT OCT 2 9 2021 TOWN OF G 1OUTHOLD BUILDING DEPT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. I O 8 9 -- Owner: (Please print) Plumber. 8=1 P1 to'p (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of b 00'per , 20 Z.l SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Notary Public, --1/60//L County Qualified in Suffolk County Commission Expires March 17,2 a Taws Dalt Annex Telephone(631)76. 54375 Maier Road Fax(631)765-8 P.O.Box 1179 G +� SoudidKIY 11971-W59 BUILDING DEPARTMENT TOWN OF SOUTHOLD N.0 V 6 2023 CERTIFICATION Datm Baiidiag itNo. #S� 9 tomer. -F&Yy (PIemPrfit) Pir:�� i ecc.-Lk I cerfy►than to solder used in the waw supply sysst+m contam Iess iim 2/10 of 1% IeacL ,,01urabom Sigtaiute) SWOM to More nae tris dayof;�SLKA , 2D SUSAN A.R4ZZQ Publi, 9=r�euv Yar'►c Oir?i$$8ac c 011p_ified in Suilcllc t�u;tfi s�L��ff� uom�;i�,ic�z�;,pires ivia�ci i if,2 926, Notary Pabiic, � County _ r3=121M LjaZ Mec Retrotec rCloud Quality(le uran a Report Resnet 380 Point lower Door Test PASS Your RSult: 1.76 ACH50 470.24 CFM50*60/ 16000 ft3) Target =3. AC Test Information Test Name 670 Bayview drive east marion ny Test Date 12021-10-30 08:39 AM (UTC-4) Export id KFOPKIL5 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 670 Bayview drive City east marion State NY Zip/postal Code 11939 Country United States Year Constructed 2021 Elevation 20 ft Address Verified? No Building Latitude;Longitude Your location has not been validated. GPS validation Latitude/Longitude:41,119835.-72,338754a Accuracy: 156 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM3210A Gauge Serial Number 410076 Environmental Conditions ( i Pre-test Indoor Temperature 68°F ' Pre-test Outdoor Temperature 60'F NOV 6 2023 Wind Speed Unknown Average Barometric Pressure 101.325 kPa _ Test Dimensions K;-=r °>;° . . ;..�.. , Conditioned Floor Area 2000 ft2 Volume 16000 ft3 1 ' Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.763 Induced House Pressure -48.02 Pa Corrected Flow 427.49 CFM @ 50 Pa Adjusted Flow 470.24 CFM @ 50 Pa Intercept 33.620 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.61 Pa Depressurize Results Air changes at 50 Pa,nso 1.6031 /hr Air leakage rate at 50 Pa,qw 427.49 CFM Effective leakage area at 4 Pa, EfLA4 23 int Specific effective leakage area(floor)at 4 Pa,ELAF4 0.0117 in2/ft2 Normalized leakage area at 4 Pa,NLA4 0.0155 Baseline Pressure,Initial(Pa) -0.9 -0.9 -0.8 -0.7 -0.9 -1 -0.7 -0.2 0 0 Average baseline,initial AP of -0.61 AP oi- -0.76 AP oi+ 0 Baseline Duration 13 seconds Building pressure(Pa) -48.63 Induced pressure(Pa) -48.02 Fan Pressure[5000-64](Pa) 46.92 Total flow qr(CFM) 421.44 Measured flow qm(CFM) 420.66 Total flow through envelope,gen,(CFM) 414.29 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 33.449 33.449 33.449 Intercept, Q 33.620 33.620 33.620 Slope,n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including,but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system(example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers(example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems(example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note:For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only"mode for the Confirmed duration of the test. 3 er Retro%c rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) 4 mIlk ec Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure(FP)is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing:FP=JPrBj-PrA If PrA is less than 0 or fan is self-referencing:FP=PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= FP-RP x K1)n X K+K3 x FP x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 674 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= A x F133 + B x FP2 + C x FP +D+((G-RP x F 5 Todd NOV ` HVAC Load Calculations 6 2023 for r'•r' t �l'ra ti* Todd 670 Bayview Drive East Marion, NY 11939 [me 6 KMVACHVAC LADs Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-7346882 Tuesday,August 1,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads. Elite Software.Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Page 2 Project Report General Project Information Project Title: Todd Project Date: Tuesday,August 1, 2023 Client Name: Todd Client Address: 670 Bayview Drive Client City: East Marion, NY 11939 Client E-Mail Address: kstodd66@gmail.com Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North 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 Figures Total Building Supply CFM: 2,096 CFM Per Square ft.: 1.061 Square ft. of Room Area: 1,975 Square ft. Per Ton: 391 Volume(ft'): 15,803 Building Loads Total Heating Required Including Ventilation Air: 78,946 Btuh 78.946 MBH Total Sensible Gain: 49,709 Btuh 82 % Total Latent Gain: 10,969 Btuh 18 % Total Cooling Required Including Ventilation Air: 60,679 Btuh 5.06 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, 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. C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads, Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY,11-935-2130 io Page 3 Mlscellaneous Report System 1 First Level Outdoor Outdoorij Outdoor, Indoor;;, IndoorGrains Input Data Dry 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 Second Level Outdoor, Outdoor l Outdoor Indoor Indoor': Grains Input Data Dry 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 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 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: 0.500 AC/hr 0.260 AC/hr 132 CFM 68 CFM Infiltration Actual: 0.500 AC/hr 0.260 AC/hr Above Grade Volume: X 15,803 Cu.ft. X 15,803 Cu.ft. 7,902 Cu.ft./hr 4,109 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 132 CFM 68 CFM Total Building Ventilation: 0 CFM 0 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: 0.500 AC/hr(94 CFM), Construction: Summer Infiltration Specified: 0.260 AC/hr(49 CFM), Construction: ---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: 0.500 AC/hr(37 CFM), Construction: Summer Infiltration Specified: 0.260 AC/hr(19 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct Duct 1i Surface-, From No. Tye Description Location Ceiling Leak_age Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 382 No 1 Return Attic 16B 0.12 6 212 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type. Description Location Ceiling Leakage� Insulation j! Area ' [T]MDD' 1 Supply Attic 16B 0.12 6 382 No 1 Return Attic 16B 0.12 6 212 No C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 r Page 4 Load Preview Report Net t2 Sen Lat Net Sen SYS SYS SYS Duct Scope Ton /Ton Area Gain Gain Gain Loss FM Ctg Act Sis CFM CFM CFM Building 5.06 391 1,975 49,709: 1.0,969' 60,679 78,946 974 2,096 2,096 System 1 3.53 401 1,415 36,575 5,754. 42,329 54,719 685 1,581 1,581 16x16 Supply Duct Latent 336 336 Return Duct 1,870 414 2,284 2,091 Zone 1 1,415 34,704 5,004 39,708 52,628' 685 1,581 1,581 16x16 5-Bath 1 100, 2,104 1,144 3,248 4,048 53 96 96 1-6 6-Bedroom 2 244 2,579 1,226 3,805 6,352 83 117 117 2-5 7-Bedroom 1 186 2,408 1,197 3,605 5,529 72 110 110 1-7 8-Living Room/kitchen 885 27,614 1,437 29,051 36,699 478 1,258 1,258 12-7 System 2 1.53 367 561 13,135 5215 18,350 24,227 289 515 515 8X12 Supply Duct Latent 403 403 Retum Duct 1,832 414 2246 2,010 Zone 2 561 11,302 4,398 15,700 22,218 289 515• 515 8x12 1-Master Bath 107 2,677 1,089 3,766• 4,920 64 122 122 2-5 2-Walk In Closet 88 2,619 1,083 3,702 4,557 59, 119 119 2-5 3-Bedroom3 108 2,668 1,089 3,757 4,798 62 122 122 2-5 4-Master Bedroom 258 3,338 1,137 4,475 7,943 103 152 152 2-6 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. :Star Mechanical Todd Cutcho ue,NY 11935-2130 '� PNe 5 Duct Size Preview Room or Source Minimum Ma>amum Rough. Design SP Duct Duct Htg Clg Act Duct Reg DuctName Vebcty Vebcty Factor U100 Loss Vebcty Length Flow Flow 1 Flow Sim Sum System 1 Supply Runouts Zone 1 5-Bath 1 Bdit-ln 0 750 0.01 0.1 488.4 53 961 96 1-6 6-Bedroom 2 Bdttln 0 750 0.01 0.1 430.9 83 go 1171 117 2-5 7-Bedroom 1 Built-in 0 750, 0.01 0.1 410.5 72 ill 1101 110 1-7 8-Living Room itchen Built-111 0 750 0.01 0.1 392.3 47812581 1258 12-7 Other Duds in System 1 Supply MainTruik Builth 0 900 0.0003 0.1 889.5 685 1581 1,581 16X16 System 2 Supply Runouts Zone 2 1-Master Bath Built-in 0 750 0.01 0.1 447.4 640&21 122 2-5 2-Walk In Closet Built In 0 750 0.01 0.1 437.5 59 NMI 119 2-5 3-Bedroom 3 Buitttn 0 750 0.01 0.1 445.7 62 NMI 122 2-5 4-Master Bedroom Builth 0 750 0.01 0.1 387.4 103 152) 152 2-6 Other Duds in System Supply MainTruik Built-In 0 900 0.0003 0.1 772.5 2895151 515 8x12 Summary System 1 Heating Flow. 685 Cooling Flow: 1581 System 2 Heating Flow: 289 Cooling Flow. 515 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Todd Cutcho ue, NY 11935-2130 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss , Gain Gain Gain 1D-cv-o: Glazing-Double pane, operable window, clear, 70.4 2,405 0 1,085 1,085 vinyl frame, U-value 0.57, SHGC 0.56 11A: Door-Wood-Hollow Core, U-value 0.47 158.7 4,474 0 1,417 1,417 12B-6sw: Wall-Frame, R-11 insulation in 2 x 4 stud 3492.3 13,411 0 1,854 1,854 cavity, R-6 board insulation, siding finish, wood studs, U-value 0.064 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 638.3 1,877 0 1,346 1,346 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 16A-0: Roof/Ceiling-Under Attic with Insulation on Attic 885 21,665 0 22,748 22,748 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-0 insulation, U- value 0.408 17A-12-ad: Roof/Ceiling-Roof Deck(roofing,wood, 364.6 1,378 0 804 804 insulation) or SIP Panels Supported on Beams, 1.5" wood plus R-12 insulation, dark asphalt, U-value 0.063 16BR-19: Roof/Ceiling-Under Attic with Insulation on Attic 87.5 257 0 .184 184 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic with Radiant Barrier,Any Roofing Material,Any Roof Color, R-19 insulation, U- value 0.049 20P-19-c: Floor-Over open crawl space or garage, 1975.4 5,927 0 297 297 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 Subtotals for structure: 51,394 0 29,735 29,735 People: 40 8,000 9,200 17,200 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 18,881 1,567 10,173 11,741 Infiltration: Winter CFM: 132, Summer CFM: 68 8,671 1,402 601 2,003 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 78,946 10,969 49,709 60,679 Check Figures Total Building Supply CFM: 2,096 CFM Per Square ft.: 1.061 Square ft. of Room Area: 1,975 Square ft. Per Ton: 391 Volume(ft'): 15,803 Building Loads Total Heating Required Including Ventilation Air: 78,946 Btuh 78.946 MBH Total Sensible Gain: 49,709 Btuh 82 % Total Latent Gain: 10,969 Btuh 18 % Total Cooling Required Including Ventilation Air: 60,679 Btuh 5.06 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, 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. C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential S Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical — — PTM odd Cutchogue, NY 11935-2130 Z Building Pie Chart - -- -- 0 o II Floor 8% Infiltration 11 /o Building Roof 32% Ductwork 24% Loss 78,946 Btuh Door 6% Glass 3% Wall 17% Floor 0% Infiltration 3% Ductwork 19% Roof 41% Building Gain 60,679 Btuh People 28% ii Wall 3% Glass 2% Door 2% C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday, August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Page 8 Detailed Room Loads - Room 5 - Bath 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 100.0 sq.ft. Supply Air: 96 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.2 AC/hr Volume: 800 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 0 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen. Clg Lat' Sen Description Quantity' Value HTM Loss HTM . Gain Gain N -Wall-126-6sw 10 X 8 50.8 0.064 3.8 195 0.5 0 27 N -Wall-126-6sw 10 X 8 80 0.064 3.8 307 0.5 0 42 N -Wall-126-6sw 10 X 8 80 0.064 3.8 307 0.5 0 42 N-Wall-126-6sw 10 X 8 80 0.064 3.8 307 0.5 0 42 N-Door-11A 3 X 6.8 20.4 0.470 28.2 575 8.9 0 182 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Ceil-1 6BR-1 9 10 X 10 100 0.049 2.9 294 2.1 0 211 Floor-20P-19 10 X 10 100 0.050 3.0 300 0.2 0 15 - -------- - - - -- --- -- - -... --- -- Subtotals for Structure: 2,584 0 696 Infil.:Win.: 13.6, Sum.: 7.0 320 2.788 892 0.194 144 62 Ductwork: 572 196 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 4,048 1,144 2,104 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM ,Rhvac-Residential&.Light Commercial HVAC Loads -- Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130. Page 9 Detailed Room Loads - Room 6 - Bedroom 2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 14.6 ft. Zone Number: 1 Area: 244.3 sq.ft. Supply Air: 117 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,954 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 431 ft./min. Percent of Supply: 0 % Runout Air Velocity: 431 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.154 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area . -U- Htg, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 14.6 X 8 90.9 0.064 3.8 349 0.5 0 48 N-Wall-12B-6sw 14.6 X 8 116.7 0.064 3.8 448 0.5 0 62 N -Wall-12B-6sw 16.8 X 8 134 0.064 3.8 515 0.5 0 71 N -Wall-12B-6sw 16.8 X 8 134 0.064 3.8 515 0.5 0 71 N-Door-11A 2.5 X 6.8 17 0.470 28.2 479 8.9 0 152 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Ceil-1 6BR-1 9 16.8 X 14.6 244.3 0.049 2.9 718 2.1 0 515 Floor-20P-19 14.6 X 16.8 244.3 0.050 3.0 733 0.2 0 37 -- -- -- - -- - - ---------------------- -- - --- -- - - --- Subtotals for Structure: 4,056 0 1,091 Infil.: Win.: 21.2, Sum.: 11.0 501 2.789 1,398 0.193 226 97 Ductwork: 898 241 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 6,352 1,226 2,579 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads- Elite Software Development,Inc, Star Mechanical Todd Cutcho ue, NY 11935-2130 Pae 10 Detailed Room Loads - Room 7 - Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.9 ft. System Number: 1 Room Width: 13.3 ft. Zone Number: 1 Area: 185.6 sq.ft. Supply Air: 110 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 1,484 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 110 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 411 ft./min. Percent of Supply: 0 % Runout Air Velocity: 411 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.088 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- . Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12B-6sw 13.3 X 8 77.9 0.064 3.8 299 0.5 0 41 N-Wall-12B-6sw 13.3 X 8 106.7 0.064 3.8 410 0.5 0 57 N-Wall-12B-6sw 13.9 X 8 111.3 0.064 3.8 428 0.5 0 59 N-Wall-12B-6sw 13.9 X 8 111.3 0.064 3.8 428 0.5 0 59 N -Door-11A 3 X 6.7 20 0.470 28.2 564 8.9 0 179 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Ceil-1 6BR-1 9 13.9 X 13.3 185.6 0.049 2.9 546 2.1 0 391 Floor-20P-19 13.3 X 13.9 185.6 0.050 3.0 557 0.2 0 28 Subtotals for Structure: 3,531 0 949 Infil.: Win.: 18.5, Sum.: 9.6 436 2.789 1,216 0.193 197 84 Ductwork: 782 225 People: 200 lat/per,_230 sen/per __ 5 1,000 1,150 Room Totals: 5,529 1,197 2,408 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Pae 11 Detailed Room Loads - Room 8 - Living Room/kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.6 ft. System Number: 1 Room Width: 36.0 ft. Zone Number: 1 Area: 885.0 sq.ft. Supply Air: 1,258 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.7 AC/hr Volume: 7,080 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 12 Actual Winter Vent.: 0 CFM Runout Air: 105 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 392 ft./min. Percent of Supply: 0 % Runout Air Velocity: 392 ft./min. Actual Winter Infil.: 41 CFM Actual Loss: 0.080 in.wg./100 ft. Actual Summer Infil.: 21 CFM Item Area -U- Htg Sen Clg Lat Sen Description QuantityValue HTM Loss HTM Gain Gain N -Wall-12B-6sw 36 X 8 258.9 0.064 3.8 994 0.5 0 138 N -Wall-1 2 B-6sw 36 X 8 288 0.064 3.8 1,106 0.5 0 153 N -Wall-1213-6sw 24.6 X 8 196.7 0.064 3.8 755 0.5 0 104 N-Wall-12B-6sw 24.6 X 8 196.7 0.064 3.8 755 0.5 0 104 N -Door-11A 3 X 6.7 20 0.470 28.2 564 8.9 0 179 N -GIs-1 D-cv-o shgc-0.56 100%S 9.1 0.570 34.2 312 15.4 0 140 UP-Ceil-16A-0 24.6 X 36 885 0.408 24.5 21,665 25.7 0 22,748 Floor-20P-19 36 X 24.6 885 0.050 3.0 2,655 0.2 0 133 Subtotals for Structure: 28,806 0 23,699 Infil.: Win.:41.1, Sum.: 21.4 969 2.789 2,703 0.193 437 187 Ductwork: 5,190 2,578 People_200 lat/per, 230 sen/per. 5 1,000 1,150 Room Totals: 36,699 1,437 27,614 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM �11Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. 'Star Mechanical - Todd .Cutchogue,NY 11935-2130 r Pae 12 Detailed Room Loads - Room 9 - Master Bath (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.2 ft. System Number: 2 Room Width: 11.7 ft. Zone Number: 2 Area: 107.0 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.6 AC/hr Volume: 856 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 447 ft./min. Percent of Supply: 0 % Runout Air Velocity: 447 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.166 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg,. Sen. Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 11.7 X 8 65.1 0.064 3.8 250 0.5 0 35 N -Wall-12B-6sw 11.7 X 8 93.3 0.064 3.8 358 0.5 0 50 N -Wall-12B-6sw 9.2 X 8 73.3 0.064 3.8 282 0.5 0 39 N-Wall-12B-6sw 9.2 X 8 73.3 0.064 3.8 282 0.5 0 39 N-Door-11A 3 X 6.5 19.5 0.470 28.2 550 8.9 0 174 N-GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Roof-17A-12 9.2 X 11.7 107 0.063 3.8 404 2.2 0 236 Floor-20P-19 11.7 X 9.2 107 0.050 3.0 321 0.2 0 16 Subtotals for Structure: 2,746 0 724 Infil.: Win.: 8.3, Sum.: 4.3 333 1.647 549 0.114 89 38 Ductwork: 1,625 765 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 4,920 1,089 2,677 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads -- Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Pae 13 Detailed Room Loads - Room 2 - Walk In Closet (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 2 Room Width: 12.5 ft. Zone Number: 2 Area: 87.5 sq.ft. Supply Air: 119 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.2 AC/hr Volume: 700 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 60 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 438 ft./min. Percent of Supply: 0 % Runout Air Velocity: 438 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.159 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12B-6sw 12.5 X 8 68.5 0.064 3.8 263 0.5 0 36 N -Wall-126-6sw 12.5 X 8 100 0.064 3.8 384 0.5 0 53 N-Wall-1213-6sw 7 X 8 56 0.064 3.8 215 0.5 0 30 N-Wall-12B-6sw 7 X 8 56 0.064 3.8 215 0.5 0 30 N-Door-11A 3.5 X 6.5 22.8 0.470 28.2 642 8.9 0 203 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Ceil-1 6BR-1 9 7 X 12.5 87.5 0.049 2.9 257 2.1 0 184 Floor-20P-19 12.5 X 7 87.5 0.050 3.0 263 0.2 0 13 Subtotals for Structure: 2,538 0 684 Infil.: Win.: 7.8, Sum.: 4.1 312 1.647 514 0.115 83 36 Ductwork: 1,505 749 People: 200 lat/per, 230_sen/per. 5 1,000 1,150 Room Totals: 4,557 1,083 2,619 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads -- Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Page 14 Detailed Room Loads - Room 3 - Bedroom 3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.3 ft. System Number: 2 Room Width: 10.5 ft. Zone Number: 2 Area: 108.5 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.4 AC/hr Volume: 868 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 446 ft./min. Percent of Supply: 0 % Runout Air Velocity: 446 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.164 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg, Sen Clg Lat Sen Description Quantity' Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 10.5 X 8 55.8 0.064 3.8 214 0.5 0 30 N-Wall-12B-6sw 10.5 X 8 84 0.064 3.8 323 0.5 0 45 N-Wall-12B-6sw 10.3 X 8 82.7 0.064 3.8 317 0.5 0 44 N -Wall-12B-6sw 10.3 X 8 82.7 0.064 3.8 317 0.5 0 44 N-Door-11A 3 X 6.5 19.5 0.470 28.2 550 8.9 0 174 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Ceil-1 6BR-1 9 10.3 X 10.5 108.5 0.049 2.9 319 2.1 0 229 Floor-20P-19 10.5 X 10.3 108.5 0.050 3.0 325 0.2 0 16 -------------------------- -------- - -- - - -- -- - -- --- -- - Subtotals for Structure: 2,664 0 717 Infil.: Win.: 8.3, Sum.:4.3 333 1.647 549 0.114 89 38 Ductwork: 1,585 763 People: 200 lat/per,_230 sen/per: 5 1,000 1,150 Room Totals: 4,798 1,089 2,668 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 Pae 15 Detailed Room Loads - Room 4 - Master Bedroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.6 ft. System Number: 2 Room Width: 17.7 ft. Zone Number: 2 Area: 257.6 sq.ft. Supply Air: 152 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 2,061 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 387 ft./min. Percent of Supply: 0 % Runout Air Velocity: 387 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.097 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen„ Ug Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 17.7 X 8 113.1 0.064 3.8 434 0.5 0 60 N -Wall-12B-6sw 17.7 X 8 141.3 0.064 3.8 543 0.5 0 75 N -Wall-12B-6sw 14.6 X 8 116.7 0.064 3.8 448 0.5 0 62 N -Wall-12B-6sw 14.6 X 8 116.7 0.064 3.8 448 0.5 0 62 N -Door-11A 3 X 6.5 19.5 0.470 28.2 550 8.9 0 174 N -GIs-1 D-cv-o shgc-0.56 100%S 8.8 0.570 34.2 299 15.4 0 135 UP-Roof-17A-12 14.6 X 17.7 257.6 0.063 3.8 974 2.2 0 568 Floor-20P-19 17.7 X-14.6-- 257.6 0.050 3.0 773 0.2 0 39 Subtotals for Structure: 4,469 0 1,175 Infil.:Win.: 12.9, Sum.: 6.7 516 1.647 850 0.114 137 59 Ductwork: 2,624 954 People- 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 7,943 1,137 3,338 C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Rhvac-Residential&Light Commercial HVAC Loads_ Elite Software Development,Inc. Star Mechanical Todd Cutcho ue,NY 11935-2130 r Page 16 System 1 Room Load Summary Htg Min Run Run Clg Clg Min ' Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh. Btuh CFM CFM ---Zone 1--- 5 Bath 1 100 4,048 53 1-6 488 2,104 1,144 96 96 6 Bedroom 2 244 6,352 83 2-5 431 2,579 1,226 117 117 7 Bedroom 1 186 5,529 72 1-7 411 2,408 1,197 110 110 8 Living 885 36,699 478 12-7 392 27,614 1,437 1,258 1,258 Room/kitchen Duct Latent 336 " Return Duct 2,091 _ 1,870 414 _ System 1 total 1,415 54,719 685 36,575 5,754 1,581 1,581 System 1 Main Trunk Size: 16x16 in. Velocity: 889 ft./min Loss per 100 ft.: 0.070 in.wg Cooling System Summary Cooling, Sensible/Latent Sensible. Latent Total Tons Split Btuh' Btuh Btuh Net Required: 3.53 86%/14% 36,575 5,754 42,329 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Rheem Description: 3 ton Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM Ahvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. �Stac Mechanical Todd Cutcho ue, NY 11935-2130 Pae 17 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens: Htg Duct Duct Sens Lat Clg' Sys No Name SF Btuh . CFM Size Vel Btuh Btuh CFM CFM ---Zone 2--- 1 Master Bath 107 4,920 64 2-5 447 2,677 1,089 122 122 2 Walk In Closet 88 4,557 59 2-5 438 2,619 1,083 119 119 3 Bedroom 3 108 4,798 62 2-5 446 2,668 1,089 122 122 4 Master Bedroom 258 7,943 103 2-6 387 3,338 1,137 152 152 Duct Latent 403 Return Duct 2,010 1,832 414 System 2 total 561 24,227 289 13,135 5,215 515 515 System 2 Main Trunk Size: 8x12 in. Velocity: 772 ft./min Loss per 100 ft.: 0.101 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.53 72%/28% 13,135 5,215 18,350 Equipment Data Heating System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Rheem Description: 2 ton Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Todd-Chusano.rh9 Tuesday,August 1, 2023, 12:05 PM • r. a-�•' \ ++�1�`r � - •cam-:y<�3,t t '� Y •moi 'K[y':.�'� �ti,�, a 1 • ;' r v '�� 1 �{ S` -� �r �� '. �;• ;,��'(fi ��r :i,'� Wit.. r y � �". � s i :N• Sq' j Y R a b, A r y ; j � 4 -------- Original Messag Subject: R : Todd Residence From: a obacco aol.com Date: T , September 24, 2020 1 39 am To: m io easternconcretecor tion.com Just to ve you a heads up,-Vollrea is very tight. You may want to make a q driveust your price accordingly if need be. Don't want you ave any surprises On Thursday, September 24, 2020 mario <mario@easternconcretecorooration.com> wrote: Mike, The quote is as follows: Basement wall footings 10" x 20" with (3) # 5 rebar bilco, cellar entrance& porch wall footings 8"x16" with (2) # 5 rebar basement walls 10" thick 8'-11" high with # 5 rebar @ 16" oc each way bilco, cellar entrance & porch walls 8" thick 8' high with rebar as above 4" thick cellar floor with wire mesh &perimeter expansion joints over vapor barrier 4" thick front porch slab wire mesh cellar entrance steps (6) vinyl basement utility windows 3220 damproofing (2) concrete pump rentals (one to pour walls & one to pour floor) $ 40,500.00 $ 31,000.00 due upon completion of walls $ 9,500.00 due upon completion of floors Mike, Please call me at 516-903-1954 with any questions. mJ6 ..' .� .J r C 4' "jo MENS AL 1 , t ♦ r Ms u � r ` "asJ S. 1 low off 4= mam"wiple DANGER •il% AUTOMATICALLYSTANDBY GENERATOR DURING POWER OUTAGE ;IST J'* i if i • - J , vp tpp- f A.` ♦� r • i Y�s��r f i I Aor lei Y 4 ` p I 40 I r � s O!r MEN law--I. Invoice Issued Spray Foam Systems order# Dat SFS HQ SS1428 08/08/2023 1502 Airport Rd. Greensboro,GA 30642 Phone:706-453-0596 Email:info@sprayfoamsys.com Bill To: Ship To: Kendall Todd Kendall Todd 61 Windbeam Ln. 61 Windbeam Ln. Kingwood, NJ 07456 Kingwood, NJ 07456 Customer: Kendall Todd Memos ---- - ----- - ------- -- - - -- - Date User Memo Sales Rep Payment Terms FOB Point Carrier Ship Service Date Scheduled Anna COD Origin Fedex 08/08/2023 Item;' Qty F, # Type Number Description Unit Price! Ordered Total Price 1 Sale 236100 DC315-WHITE-Intumescent Coating $310.00 3 ea $930.00 Thermal&Ignition 5 Gallon_Pail _ 2 "Shipping_ 236324_ N Freight _ a $360.61 1 ea - $360.61 Date Payment Amount 08/08/2023 Credit Card $1,290.61 NOV 6 2023 f o Subtotal: ; $1,290.61 _ Sales Tax: $0.00 Total:',_ _ _._ . _ _$1,290.61 Paid: $1,_290.61 Ballance Due: $0.00 Return and Exchange Policy-All returns and exchanges must be within 14 days for store credit only.All returns will incur a 15%restocking fee and must be unused,in original packaging and must be submitted with an Return Material Authorization. August 8,2023 9:28:42 AM EDT Revision:3 Page 1 of 1 r .. 074 :i fly ,. ..�AVO' I• y a . .fit - ♦_ � � '�"`.�t�-., .r t t.roPRIPs+l� � f tie �• , F v,',.�`� • �� moi ti !h i i r �• . 1 4 7 s � r { rf rrom:enytooacco ayaoi.com, To:ENYtobacco@aol.com, Subject:Strap Date:Sun,May 2,20216:17 pm \ttachments: 1e• 1 v r i+ .ent from the all new AOL app for Android MAY 2 4 2021 1 T-7.r k�•t� rr 13'. T!1 t y rrom:enYtWaccotgaoi.com, To:enytobacco@aol.com, Subject:Strapping Date:Sun,May 2,20216:17 pm Wachments: 4w MAY 2 4 2021 P-rom;enYlODaCCO(9a0l.COnl. To:ENYtobacco@aol.com, Subject:Strap Date:Sun,May 2,2021 5:17 pm kttachments: :NYtobacco@aol.com ,ent from the all new AOL app for Android 177 ri /7 MAY 2 4 P021 T','T"�(� PT Luigi Pascarella, P.E., PLLC Consulting Engineer P.O. Box 797 Deer Park, N.Y. 11729 Phone/Fax(631)421-3734 March 24, 2021 Mr. Michael Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Inspection Certification Permit No.45689 Todd Residence 670 Bayview Avenue East Marion, NY 11939 Dear Mr. Verity: A site visit was conducted on Wednesday March 24, 2021 at 3:00 pm at the above referenced residence to inspect the footing and foundation. Based upon my inspection, I certify the footing and foundation installed is in substantial compliance with approved plans and the 2020 Residential Code. of the New York State. If you have any questions, please feel free to call me @ (631) 421-3734. Sincerely, OF NE Y O ?193 v AROFES SIONP Luigi Pascarella, P.E. ' MAR 3 1 2021 Consulting Engineer cc: Kendall Todd, Owner Luigi Pascarella, P.E., PLLC Consulting Engineer P.O. Box 797 Deer Park, N.Y. 11729 PhonelFax(631) 421-3734 r _ July 21, 2021 1 Mr. Michael Verity JUL 2 7 2021 Chief Building Inspector Town Hall Annex Building �? vr 54375 Route 25t r P.O. Box 1179 Southold, NY 11971 Re: Insulation Inspection Certification Permit No.45689 Todd Residence 670 Bayview Avenue East Marion, NY 11939 Dear Mr. Verity: A site visit was conducted on Wednesday July 14, 2021 at 5:00 pm at the above referenced residence to inspect the insulation. Based upon my inspection, I certify the installation of the insulation is in substantial compliance with approved plans and the 2020 Energy Conservation Code of the New York State. If you have any questions, please feel free to call me @ (631) 421-3734. Sincerely, OF Wk O CO� v 'Y r 0 P W "193 FESSIONP�' Luigi Pascarella, P.E. Consulting Engineer cc: Kendall Todd, Owner Luigi Pascarella, P.E., PLLC Consulting Engineer P.O. Box 797 Deer Park, N.Y. 11729 Phone/Fax(631) 421-3734 March 24, 2021 V Ls Mr. Michael Verity JUL 2 202, C Chief Building Inspector Town Hall Annex Building 54375 Route 25 Zn P.O. Box 1179 T, n Southold, NY 11971 Re: Foundation Inspection Certification Permit No.45689 Todd Residence 670 Bayview Avenue East Marion, NY 11939 Dear Mr. Verity: A site visit was conducted on Wednesday March 24, 2021 at 3:00 pm at the above referenced residence to inspect the footing, foundation and damp proofing. Based upon my inspection, I certify the footing, foundation and damp proofing installed is in substantial compliance with approved plans and the 2020 Residential Code of the New York State. If you have any questions, please feel free to call me @ (631) 421-3734. Sincerely, OF N CO'< r_ n � AR�FEss1�NP� Luigi Pascarella, P.E. Consulting Engineer cc: Kendall Todd, Owner al 10191 Bile FOUNDATION(1ST) �. ROUGH FRAMING& 1 PLUMBING INSULATION STATEENERGY / 1 �- ;SIV EIMi-4�1 ' ►. Al ✓ MOEN 1 41 ITA 2=fA 11 1 / f � /A 11,111 1,1110 INM UN� / ~ .I • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATI( -� CHECKLIST BUILDING DEPARTMENT Do you have or need the followinb,')efore applying? TOWN HALL SOUTHOLD,NY 11971 �4ts Plans TEL: (631) 765-1802 P1 uing_BQsard annroval FAX: (631) 765-9502 Su ey — Southoldtownny.gov PERMIT NO. el ` Check SAppl�ica'tion__ rz�vv+a-prom"$c- , Examined '20 Single R-Er42arate S r ss Identification Form tto -Water Assessment Form Z Contact: Approved 0 Mail to:___L---e,n�f!( � Disapproved a/c __Ph Expiration 120 Bu• ding Inspector T JUL 2 9 2019 ] ACATION FOR BUILDING PERMIT E`J7?.,,�.�.s'1�T�.0 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this,application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for.inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for theconstructionof buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees t61cbi iply`with all..applicable laws, ordinances, building code, housing code, and regulations, and to admit `, authorized inspectors on`premise�laridi in building for necessary inspections. JAN - 5 2021 `�` (Signature of applicant or name,if a corporation) %'.•.:;'ir (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises AAM 7-6 16&-37T-3 (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. 141- 6 11-51 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ,A metm;4 House Number Street. . Hamlet County Tax Map No. 1000 Section t OW `37 Block Lot ;; 3 �Q Z�4 Subdivision. ; CA"n Gp No. rw4stet,� 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy n b. Intended use and occupancy 3. Nature of work(check which applicable): New Building/ Addy ' t� Repair Removal Demolition Other Work (Description) ` 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Z If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number.of Stories Dimensions of same structure with alterations or additions: Front Rear Sr •� Depth '�` Height , Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth * t Height NumGer of Stories I rEa U 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner . 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 NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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 jt,,�NO -Jwf—�- * 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 QJ< ) Kt nr�a I 17F006 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the r-rc P (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. Sworn to before me this day of 20101 jhaj-d- TRAGEY L. DWYER otary Publ NOTARY PUBLIC,STATE OF NEW YORK Signatur p scant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20&P-- "Al Glenn Goldsmith,PresidentSDuTown Hall Annex A.Nicholas Krupski,Vice Presi President 54375 Route 25P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 V Kendall Todd 61 Windbeam Road Ringwood, NJ 07456 RE: 670 BAYVIEW DRIVE, EAST MARION SCTM#: 1000-37-5-3 Dear Mr. Todd: The following action was taken by the Southold Town Board of Trustees at their Regular- Meeting held on Wednesday, October 18, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9503 for an as-built 24.7'x12.3' (304sq.ft.) second floor deck in lieu of the previously approved 45sq.ft. deck; and as depicted on the survey prepared by Paul Barylski Land Surveying, last dated August 25, 2023, and stamped approved on October 18, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 4—4" Glenn Goldsmith, President, Board of Trustees GG/dd A- Glenn Goldsmith,President ��OF SUyO Town Hall Annex A.Nicholas Krupski,Vice President h0 l0 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gilloy G • Q Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 SY BOARD OF TOWN TRUSTEES N 0 V 6 2023 TOWN OF SOUTHOLD '1 3 , r zff''ao CERTIFICATE OF COMPLIANCE 2058 C -AMENDED Date: October 18, 2023 THIS CERTIFIES that demolition of existing 1,479.5sq.ft. 2-1/2 story dwelling and remove damaged foundation, and to construct a new two-story, single family dwelling keeping the exact same footprint; first floor to have 1,479.5sq.ft of living space with 235sq.ft. deck; second floor to have 786.2sq.ft of living space with existing 24.7'x12.3' (304sq.ft.)second floor deck; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards; for a 24"wx30"hx48"l generator to be installed on a 30"x54"concrete pad; with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining At 670 Bayview Drive,East Marion Suffolk County Tax Map#1000-37-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16, 2019 pursuant to which Trustees Wetland Permit#9503 Dated July 17, 2019,was issued and Amended on September 16, 2020 and Amended again on February 16, 2022 and Amended again on October 18, 2023 and conforms to all .the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for demolition of existing 1,479.5sq.ft.2-1/2 story dwelling and remove damaged foundation, and to construct a new two-story, single family dwelling keeping the exact.same footprint-, first floor to have 1,479.5sq.ft of living,space with 235sq.ft. deck; second floor to have 786.2sq.ft of living space with existing 24.7'x12.3' (304sq.ft.)second floor deck; and for the existing 26'l 0"xl 2' seaward side arbor/pergola and to repair any rotted boards; for a 24"wx30"hx48"1 generator to be installed on a 30"x54"concrete pad; with the condition to establish and perpetually maintain non- turf buffers seaward of the retaining walls. The certificate is issued to Kendall Todd owner of the aforesaid property. lazw�x_e4L s Author' ed Signature 1-ZAMIN I-- rti BOARD OF SOUTHOLD TOWN TRUSTEES it SOUTHOLD,NEW YORK PERMIT NO. 9503 DATE: JULY 17,2019 ISSUED TO: KENDALL TODD PROPERTY ADDRESS: 670 BAYVIEW DRIVE,EAST MARION I SCITYIff 1000-37-5-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 17, 2019 and in consideration of application fee in the sum of$250.00 paid by Kendall Todd and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 1-1/2' story,1,479.5sq.ft. dwelling,and to construct a 15'x18' second story addition with a 91x5l.second story deck within existing footprint of dwelling; for the existing 236.8sq.ft.seaward side deck,and to replace existing deck boards and railings; and for the existing 26'10"x121 seaward side arbor/pergola,and to repair any rotted boards; with the condition to establish and perpetually maintain non-turf buffers seaward of the retaining walls; and as depicted on the survey prepared by Paul Barylski Land Surveying,last dated July 24,2019,and stamped approved on July 30,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 30th day of July,2019. L/ rt coo A TTn-r.�Mrrmw_* NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 . SUNY @ Stony Brook,50 Circle Road,Stony Brook NY 11790 P:(631)44403651 F:(6311444-0360 www.dec.nygov LETTER OF NO JURISDICTION TIDAL.WETLANDS ACT November 15; 2019 -Kendall Todd 61 Windbeam Lane . Ringwood, N.J. 074.56 Re: Application-#1:,4738-04109/00004 Facility:'670,Bayview Drive, East Marion;-N.Y. - SCTM#1000;-87-5-3 - Dear Ms. Todd: Based on.the information you submitted the Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet.in length, as shown on the survey prepared-'by Paul Barylski Land'Surveying dated 3/21/2019, which was constructed prior to August 20,, 1.977 as evidenced on Aerial Image Resources exp#75-2100 dated March 24, 1976 and illustrated on the historical.survey prepared by VanTuyl & Son dated December 13, 1968, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in. accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that.bulkhead. (ARNO:-DEP) Be advised, no construction, sedimentation,•or disturbance of any kind may.take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance.within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a.temporaryfence, barrier, or:hay.bale berm. This letter shall remain'valid'unless site conditions change. Please note that this letter does not relieve.you of the responsibility of obtaining any necessary permits -or approvals from other agencies or local municipalities. ` Si er y, ` Sherri Aicher Deputy Regional Permit Administrator cc: Luigi Pascarella, P.E., BMHP, File VWYOR c Department of o�MWNI Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: November 6, 2019 TO: Kendall Todd 61 Windbeam Road Ringwood, NJ 07456 Please take notice that your application dated July 29, 2019: For permit to demolish an existing dwelling and construct anew single-family dwelling at: Location of property: 670 Bayview Drive, East Marion, NY County Tax Map No. 1000 - Section 37 Block 5 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 12,336 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard and a rear yard setback of 35 feet. The site plan notes a minimum front yard setback of 32.4 feet and a rear yard setback of 34.7 feet. Authorized Sig at Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. a BOARD MEMBERS 0f SOUryo Southold Town Hall Leslie Kanes Weisman,Chairperson h0 1p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 . Patricia Acampora Office Location: . Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou ,� sottthald, RECEIVE® http://southoldtownny-gov & 6 5.Q1TKA ZONING BOARD OF APPEALS F E B 2 6 2020 TOWN OF SOUTHOLD • ``` FEB 2 7 2020 •Fax 631 765-9064 iTel.(631)765-1809 ( ) Sou. old Tn C1Qr4 FINDINGS, DELIBERATIONS AND DETERMINA "ION - ' MEETING OF FEBRUARY 20, 2020 ZBA FILE: #7373 NAME OF APPLICANT: Kendall Todd PROPERTY LOCATION: 670 Bayview Drive, (Adj.to Spring Pond)East Marion,NY SCTM#1000-37-5-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 12, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 23, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as,the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. This determination was made based on the following: 1. The footprint of the demolished structure will not be expanded supporting community character. 2. . The proposed new single-family residence is not located within a mapped FEMA flood zone or discordant with the surrounding community character. , 3. A Board of Trustees Wetland Permit(No. 7853) required a non-turf buffer to protect the wetland. Due to the high residential density in the area,undersized lot and close proximity to surface waters; in the event the action is approved, it is recommended that the Board require the installation of a I/A OWTS and compliance with Chapter 236 Stormwater Management to further Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 12,336 square feet, , irregular-shaped waterfront parcel located in the R-40 Zoning District measures 76.88 feet between tie lines along a curve in Bayview Drive, runs south 128.37 feet along a residentially developed lot to the east, then follows a wooden bulkhead at Spring Pond (Peconic Bay) 22.99 feet west. The parcel continues 22.82 feet, 28.92 feet, and 64.69 feet along the same body of water and returns 120.96 feet running north along a second residentially developed lot to the west. The parcel is developed with a one and one half story wood-frame residential structure with attached 4 r Page 2, February 20,2020 #7373,Kendall SCTM No. 1000-37-5-3 wood deck and trellis over part of it, a driveway, loose slate walk-way to and over a concrete and wood retaining wall leading to a non-turf buffer at the wood bulk-head with a ramp and floating dock, as shown on the survey prepared by Paul Barylski,Licensed Land Surveyor, and last revised July 24,2019. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 6, 2019 Notice of Disapproval based on an application for permit to demolish an existing dwelling and construct a single family dwelling at, 1) located less than the code required front yard setback of 35 feet); 2) located less than the code required rear yard setback of 35 feet; located at 670 Bayview Drive, (Adj. to Spring Pond)East Marion,NY, SCTM#1000-37-5-3. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family residence built prior to zoning,with less than code conforming minimum front yard and rear yard setbacks, and to construct a new, two-story, single-family residence maintaining the existing wood deck and using the previous foundation's location measuring approximately 36 feet by 51.6 feet with a front yard setback of 32.4 feet where the code requires a minimum front yard setback of 35 feet and a rear yard setback of 34.7 feet where the code requires a minimum rear yard setback of 35 feet. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12, 2020 submitted a plan, prepared by Luigi Pascarella, P.E., dated February 11, 2020,.increasing the rear yard setback to 35 feet, removing the need for a second variance, and bringing the plan into more conformity with the code. ADDITIONAL INFORMATION: No immediate neighbor or member of the public spoke in favor of or against this application. However, an email was received prior to the public hearing from a neighbor supporting the application who requested that the applicant address parking of cars and the storage of boats onsite. A New York State Department of Environmental Conservation Letter of No Jurisdiction Tidal Wetlands Act is included in the application and dated November 15, 2019. Town of Southold Trustees' public hearing is pending the Town of Southold Zoning Board of Appeals application. The applicant stated their willingness to install a new Suffolk County approved Innovative and Alternative (I/A) sanitary system. The subject property is not located in a flood zone. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(I). Grant of the variance as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Gardiner's Bay Estates is a private, bayfront community consisting of residential lots developed in the mid-20th Century on small, irregular-shaped parcels accessed by narrow country lanes nestled in a hilly, woodland setting bordering tidal wetlands, creeks and a sandy beachfront. Many of the neighborhood homes have undergone substantial renovation taking advantage of views and access to association amenities. Grant of the variance 2.6 feet less than the required minimum front yard setback of 35 feet will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties since the reduction is barely discernable to passersby and the general public. This hardship is offset by the fact that the lot is previously developed at this setback and the topography slopes southward towards Spring Pond. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can follow current zoning and meet the r Page 3,February 20,2020 #7373,Kendall SCTM No. 1000-37-5-3 minimum front yard setback of 35 feet; however, there is an existing foundation, for a house that has stood for over fifty years,which the applicant proposes to follow. 3. Town Law $267-b(3)(b)(3). The variance as amended herein is not mathematically substantial, representing 7.4% relief from the code. Additionally, given the natural terrain of the site, existing landscaping and the previous existence of a single-family residence, any impact on the neighborhood will be mitigated and not discernable from the road. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new, wood-frame residence measuring approximately 36 feet by 51.6 feet including an existing wood deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community.. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Lehnert, and duly carried, to DENY the variances as applied for and GRANT THE RELIEF AS AMENDED, as shown on the Plot Plan prepared by Luigi Pascarella, P.E., PLLC, and dated February 11, 2020, and the Engineer's Drawings labeled T- 1.00, T-101, T-102, T-1.03, A-101 through A-106, A-201, A-202, A-301, A-302 as.prepared by Luigi Pascarella, P.E., PLLC, and dated October 9,2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Applicant shall receive approval from the Town of Southold Board of Trustees. 2. The applicant shall install an Innovative and Alternative Wastewater Treatment System approved by Suffolk County Board of Health. 3. The existing attached wood deck is to remain open to the sky above. 4. Vehicular parking for residents and guests shall be provided for on the subject property. 5. No storage of boats,trailers and/or non-registered equipment may be kept on site. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final building plans (engineer's drawings) conforming to the amended relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Page 4,February 20,2020 97373,Kendall SCTM No. 1000-37-5-3 Pursuant to Chapter 280-146(B) of the Code of the Town.of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes,Planamento and Lehnert(4-0) (Member Acampora Absent) c � .Leslie Kanes Weisman,Chairperson Approved for filing ,:,\ /c�U /2020 �SUFFOI,�C BUILDING DEPARTMENT-Electrical Inspector < TOWN OF SOUTHOLD 14 r" Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy,�o� plIV Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # ® l Date�_I�Y 13 2021 Customer Name Kku s)nn( ,sq>V Electrician Name �!4 K Address 670 16Phone V/,/— ;7,0 —5< t,! a-mail L(�GfQLt e-mail ! Wf{' 0 Phone iLicense# Size ZC'V A Phase Overhead Underground #of Meters l Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. T ' ication is ' or 90 d r# a date above. Authorized by / BUILDING DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD cow` ' Town Hall Annex - 54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD_southoldtownny.gov - seand(.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 7. 7 2- Company Name:, )eG-{(`�G Name: License No.: 51Z ME email: Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION rr(All Information Required) Name: �2rifiJ®l,6 I b O J Address: 670 ff6r'D Cross Street- Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: F]YES ONO [Rough In ❑Final Do you need a Temp Certificate?: OYES ONO Issued On Temp Information: (All information required) 11 Service Size ©1 Ph ❑3 Ph Size: ?-00 A # Meters l Old Meter# ®New Service ❑ Service Reconnect ❑ Underground ®Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ON Additional Information: PAYMENT DUE WITH APPLICATION JUL 1 2 2021 ot9,96,0D lCl Electrical Inspection Form 2020.xlsx rCc UFFot t BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o g Town Hall Annex - 54375 Main Road - PO Box 1179 ^* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 y� 4 roger r(cbsoutholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 2C7 0 an v Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO —]Rough In —] Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Switches Outlets G F I's Surfale � J t Sconc H H's 1 UC Lts Fans ,.. .._ .. .,.. -Md`ge 1 Exhaust. Oven V,/-D. .... ... ........ . Smokes DW Micro.. . Generator Combo' . . Cooktop . .._. . ......__.. ._ ...—:Transfer AC. I AH Hood Service AmP Ha ve, - , lJseci Special: .�.� C_ J ....... Comments: � � AA1 � X CD-d -4 ICIA rg? 11 f Town Hall Annex Telephone(631)765-1802 54375 Main Road :. Fax(631)765-9502 P.O.Box 1179 ` Southold, NY 11971-0959 BUILDING DEPARTMENT. N.OTICE..OF....UTILIZATION OF.TRUSS_TYPE`�.C"ONSTRUC71ON::PRE-�!ENGINEERED,. WOOD CONSTRUCTIONAND/.+CSR TIMBER CONS.TRUCTION.; Date; Owner:. Location of Property:._. 7 /V Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) V-L,&Ss 2S ... Timber construction (TC) in the following location(s) (check applicable line);: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature::.: / Name (person submitting this form): - Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 Wv 01AMTER REFLECTIVE WHITE REFLECTIVE RED.: PANTONE#1$7 :1 { 7 . ti I t: � H } .r i 1/211 The construction type 'STOKE` designation shall be 419 Ali'09 itM: XvP 611V"or cavil to indicate the construction glassificat :on of the structure under E S I GNAX-7 C M ' ; 1 K:'; .0 RA L section 602 of the BCNYS CliMPONE' ST',1HAT ARE +O TRQS S TYP-E P`.'. ST R;L 'CT, N CSF91 FLOOR FRAMING, INCLUDING t GIRDERS AND BEAMS ..:...._:..:.......:..........::.::::::::::....:.:..:............:.:........ . ROOF FRAM1_NG :FIR" FLOOR AND ROOF FRAMING. STANDARDS AND CODES l Scott A. Russell °Su p �T�OIKIMM[��V1' TIEIK- SUPERVISOR � a M SOUTHOLDTOWN BALL-P.O.Box 1179 Town of Southold Main Road-SOUT11OLD,NEW YORK. 11971 O� u �, CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOSTHIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No F1 E�f A.-Clearing, grubbing, grading or stripping'of land which affects more than 5,000 square feet of ground surface. ❑�B. Excavation or f illing involving more than 200 cubic yards of material ,�/ within any parcel or any contiguous area. L� C: Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[]�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�E. Site preparation within the one floodplain as depicted r on FIRM Map of any watercourse. JDJ [ F?'Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, signature, Contact Information, Date & County Tax Map Number! Cbapter 23o 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 wit-t4�your Building rermit Application_ S.C.T.M. #: 1000 Date APPLICANT: (Property Owner,Design Professionat Agent,Contractor.Other) DSstrM t�es4 �l hoiv S _?� NAME: ( � Section Block Lot i FOR BUILDING DEPARTMENT USE ONLY ` Contac[information n lyo_1 11) B Reviewed y �) 4�_ - - - - - : 7-a9)� _"tq5ok A),,77- U-2LI�b - - - - - - - Date — — — — — — — Property Address 1 Location of Construction Work: Approved for processing Building Permit. — — t N Stormwaier Management Control Plan Not Required. O e Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C..T'M'fi-. 1000 o5t � CHAPTER 236 (Property Owner,Design Professional,Agent,COntrACtOrs Other) Stormwater Management Control Plan CHECK LIST E. Section Block Lot r' S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. NAM '$ a Explanation and/or Reason for not providing P1e""`"' Date: * The applicant must provide a Complete�1 all Information that has been Required by the following Checklist! Ignature eleveane �m�.: 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: 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 s within 500 L.F. of the Site Boundary as required by §2ss-17(c d. Test Hole Data Indicating Soil Characteristics&Depth to Ground-Water. ater. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing & proposed structures,roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& pStormwater osed structures. tion of proposed Swimming Pool and discharge ring. tion of proposed Soil Stock ile Area(s). tion of proposed Construction Entrance/Staging Area W. - tion of proposed concrete washout area(s). tion of all proposed erosion&sediment control measures. ater Management Control Plan must include Calculations sho g \ Stormwater improvements are sized to capture,store,and filtrate the run-off from all impervious surfaces generated by wo(2'9 inch rainfall/storm event. r3De,mails&Sectional Drawings for stormwater practices a required for approval. Ites requiring details shall include but t be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site cess. c. Inlet Drainage Structures (e.g atch basins,trench drains,etc.) d. Leaching Structures (e o.1 tration basins,swales,etc.) FOR ENGINEERIN EPARTMENT USE ONLY**** � Additional Information is Required. El Stormwater Management Control Plan is Not Complete. Reviewed & I — — — — — - - — — — — — — — — — Approved By: Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: -TOS MAY 2014 FORM SWCP Check List 020230 Pi Lot A K Acel rL— ojA 2--() 3�1 A i ILA 14- Ko FQ'Col-J. �U f5) —I ld - T_ 5 go �-� ��-amp Pri►-�.-�— - �,�7X�(� n�• C ��=— , fr--ev i - - - - - SEAL : 3 0� E 5 RECEIVED I .- FEB I A %020 m Zoning Board Of Appealssit AFOc S 66°39'00"E Nr GRAVEL DRIVEWAY 7 6.8 8' W/BELG. BLK. CURB 7 \ POLE CD A- LOT d� LOT 116 �i O 2Q 9, o (p LOT 115 Z 3p•5 15.7' EXTENDED LOT 113 cV PORCH TODD RESIDENCE 670 BAYVIEW AVENUE EAST MARI❑N, NY 11939 2ss; �m SCTM No. 1000-37-5-3 M �� 2ND STPROP.Y o BUILDING HEIGHT (ST❑RIES) 2 ►� N a IT 24 ADD. 00 W BUILDING HEIGHT(FEET) 25' woo DEk PROPVA �^ DEPTH OF FRONT YARD (FEET) 32.4' Z o �`' DEPTH OF REAR YARD (FEET) a � . J 35.0 O ., CD C° 0055 SEAT 2 DDECKTM Y SIDE YARDS (NUMBER) 2 1'._q _ wq Rer' m SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 15.7' w w �s " LOT 114 SIDE YARD INTERI❑R LOT (COMBINED WIDTH OF YARDS) 36' a w LOT GROSS AREA 12,236 SF (0.28 ACRES) LOT DEPTH (FEET) .-- ,- 120.96' a LOT WIDTH (FEET) 76.88' a W Bp �OOo W° PERCENT OF LOT COVERED BY BUILDING 14,21% M yFgO Wq N 66°49'50"W �RETNON-TURF W cBUFFER gav� AREA 64.69' ,', / Z w N 17°00'18"W ��/ / a WO > U � � >' � 28.92' o Z N Q a Z a EP PILE S 63`39'27"W a Lil > N 87°57'53"W 6.0 X 20 22.99' 94 r� z FLOATING Ea �e copy from ZBA d r`-i A 22.82' DOCK eWed documo2��22 QowPILE �3 L� O0r.- W �_4 U SPRING POND � o Q PLOT PLAN ° w THESE PLANS ARE AN 0 INSTRUMENT .-'i � Q r-+ AND ARE THE PROPERTY N O z SCALE: 1= 30-0" OF THE ENGINEERL z ALTERATION OR ADDITION H Z TO THESE PLANS IS A V VIOLATION OF SECTION W Ll, 7209 OF THE NEW YORK Q STATE EDUCATION LAW. A A SEAL : of NEW,,_ 31 Lli X193 OFES S INP �"Z \ pq�Gf S 66°39'00"E GRAVEL DRIVEWAY �MF/T 76.88' W/BELG. BLK. CURB CD POLE LOT 116 N J \ O 20.9. O (p 4Q� LOT 115 ro 30.5 15.7' ry EXTENDED LOT 113 c� PORCH TODD RESIDENCE z670 BAYVIEW AVENUE P T EAST MARI❑N, NY 11939 U =3 26.g• z SCTM No. 1000-37-5-3 E...� N 2ND STY BUILDING HEIGHT (ST❑RIES) 2 �`cy 24.,• ADD' W --. BUILDING HEIGHT(FEET) 25' z a C-nI w DEPTH OF FRONT YARD (FEET) 32.4' PROP. rj Loose 2ND STY 0 DEPTH OF REAR YARD (FEET) 43.3' ONSLAre DECK SIDE YARDS (NUMBER) 2 a W wqL Tq�N rrl SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 15.7' C Re LS LOT 114 SIDE YARD INTERIOR LOT (COMBINED WIDTH OF YARDS) 36' p-+ LOT GROSS AREA 12,236 SF (0.28 ACRES) T� LOT DEPTH (FEET) 120.96' LOT WIDTH (FEET) 76.88' ►� Z &UZWOO9 WOOD PERCENT OF LOT COVERED BY BUILDING 14.21% fV o� w M 1 N 66°49'50"W �� KALLSA//y NON-TURF 0 a*, .--I BUFFER AREA 64.69' N 17`00'18"W 28.92' / aN�Po A W 0 PILE S 63`39'27"W ( ,�" J A a w 1�-�I R.I N 87°57'53"W FLOATING 22.99' A o � O O W W 22.82' DOCK NOV 1 2 2019 00 I w � U SPRING POND PILE THESE PLANS ARE AN O INSTRUMENT OF SERVICE '~ ^ PLOT PLAN AND ARE THE PROPERTY --i o z OF THE ENGINEER Z � SCALE: 1"= 30-0" ALTERATION ADDITION U TO THESE PLANS 1S A VIOLATION OF SECTION W ti 7209 OF THE NEW YORK ¢ 0 STATE EDUCATION LAW. A a A SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 ."....APPROVED BY TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK . , BOARD. OF TRUSTEES S.C.T.M. # 1000-37-5-3 TOWN.:'OF SO.UTHOLD AREA = 12,336 SF. DATE SCALE: F=30' 201, NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE \AFF p� S 66°39'00"E GRAVEL DRIVEWAY MFNp ,676.88' W/BELG. BLK. CURB B' DIA 8' DEPTH LEACHING POOL 6 1000 GAL POLE ;TANK PTIC LOT 116 ,tm2 2 �4' y TEST Z O 20.9 HOLE 4� LOT 115 cD v 40 N 3e.s 17.0' n/ 11/2 STORY h +� FR. RES lop > FF LB.A m r � \m 7 26. m n __- 4� PROP. m O LOT 113 m ti0' m ry 2NO STY N j W ADD. 29.? PROP00 W . WOOD 2NO SY (_4 GJ �6 CD DECK DECK �l N ti osF st 0 0 FLP ,P7,• CpWyST^,N 0n' T TANK °�� m LOT 114 TIE LINES �0 ALONG HWM. w' '• woBUCK h'F�1 p , • 'pb','•,''•,,',,'•• ��C eT�l• "•6'• NON-TURF N 66049'50"W 6 4.6 9' BUFFER AREA 2 �g� a� / D E 0 E �l ED N 17000'18"W . 28.92' a. �°°o JUL 2 6 2019 0: PILE S 63039'27"W N 87057'53"W 6.0 x 20 22.99' Southold Town FLOATING Board of Trustee-q 22.82' DOCK PILE O BARY SPRING POND s �� r � n �p SURVEYED BY: Oar IT � PAUL BARYLSKI LAND SURVEYING otAn1v5J� PATCHOGUE NY 11772 PHONE 631-294-6985 TEST HOLE DATA FAX 631-627-3186 (NOT TO SCALE) PAULBARYLSKI®YAHOO.COM BY: ROY K. REISSIG, PE MARCH. 21, 2 919FEBRUARY 2. 2019 010:00 AM ......... ............ PALE RWN 7-24-2019: ADD BUFFER w 0.0'-3.5' SILTYBSAOND SM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 19 A VIOLATION 0 Q OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 2 C) i? BROWN SAND COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 0 ~ 3.5'-10.0' AND GRAVEL SP OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �j Lail 0 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO L f- WATER THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO .............. THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION WET SAND LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 10.0'-15.0• GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL AND GRAVEL SP INSTITUTIONS OR SUBSEQUENT OWNERS. 3504-1 y SEAL: �r�•, OF NE PASC,q�rO,� •:�, I j �,� r A a , � ty o �� viii. `� •Z �1! AREA OF 1/A SEPTIC SYSTEM Gi �F 5 66°39'00"E 71930 �a GRAVEL DRIVEWAY �' . . ^1" �OFESSIO�PL a W/BELG. BILK. CURS �'' ' .......... � POLE LOT 116 4" SDR 35 PIPE, :�•:: ^� \ '_� _.. __ p� SLOPE AT 1/4" ,�^? ;y \ fG i 2 z N m PER FT. MID. (TYP.) ;th _ TEST ;to= SEP 1 6 2020 z Q ^2O.o HOLE (0 4 LOT 115 ro 4 a fJ � 4 SDP. 35 PIPE. V SLOPE AT 1/4" O G In m 1 m. PER FT. MIN. (TYP.) a U w C F NEW 8' DIA x 6 26,8 1 DEEP DRYWELL W/ .1 /^I TReL I m V7 LOT 113 C,10" THICK �`, � Lt "� �l PROP. REINFORCED 4� 9 /�� \ i `� ND In — a CONCRETE TRAFFIC ^� O I" I` ADD.. f^] '- P BEARING COVER \`� ^5 24.7 I QO GI h") 1 PROP. Op 12ND STY G•I V I ADDITIONAL 10' IL DECK DECK v f^) WIDE NON-TURF O f.00se''�� BUFFER AREA ,r �_}Q-C.477E •\ Y C NEW 8' DIA x 6' IAT 11 i r% DEEP DRYV.CLL 'ttJ 10" THICK V TIE LINES !'y , �}/ f �`J _ REINFORCED APPROVED B'1 i 0 CONCRETE TP.AFFIC O ALONG HW�tI." BEARING COVER ��; 00 :BOARD. OF IR.USTEE.S r _ HfgO ted, {� /r/�!r Iv;114 t y� NOP•I—TURF c N GG°�9 �0"W /j;�, .;rr,,/ - !•/ BUFFER AREA TOWN.OF �SOUTHOLD 64.69' �,,X ��- .j fi'!``;;'•'r'i DATE ssp�beg 16 2020 cam ': •r� ,%'- .1100 < 28.92' 11 C PILE S 63'39'27"W 87'5"'5_-',"w 1 •22'.99' N FLOATING 2•8 J j DOCK R .. a W f PILE SPRING (POND a H PLOTL.AN SCALE:]"=3&-&' PROPERTY INFORMATION TODD RESIDENCE LOCATED AT EAST MARION 670 BAYVIEW ROAD,EAST MARION,NY 11939 LOT No.114&115 AS SHOWN ON c o MAP OF GARDINERS BAY ESTATES,SECTION 2 FILED:SEPTEMBER 23,1927:FILE No.275 TIIESBPIANSAREAN TOWN OF SOUTHOLD �TH MOPE"' SUFFOLK COUNTY,NEW YORKuTERAMONCR DDmo� S.0 T.M.#100D•3743 vOLAAI av ussrPLANcrrwn LOT AREA=12,336 SF. reTATovnle Nov vowc sT>cDUCATIONLAW. NEAREST CROSS-STREET TO SEAL: THE WEST DOGWOOD LANE "�Q r} Abandonment of existing sanitary system m A, ` 1/s•%WMATM PPE APPROX. 265' WEST ii B confo Y TISt be CHAMBER voles( �jlp EDGE OF 7G S6•'.:`J' Q ►. _T7�• ScdimeamGaaCbamber 27T EXISTING GRAVEL DRIVEWAY O�' '/ ��''�� TIid8I31e11><.SUj�3lllt Aaaorobie siurat'on Chamber 278 WITH BELGIAN BLOCK '� (/T PAVEMENT VICE _ Nal Pu' Aerobic comaFauuionChamber 127 CURB TO BE REMOVED �( BS roof 00" m Tt3rrmt Stom Chamber 63 c TO-BTrRELOCA�D ` Cco;WlectionCbamba 4 8' DIA. X 6' DEEP PRECAST h PROPERTY WITHIN 150' CU PIPE Total Vohmx 749 LEACHING POOLS (TVP. FOR 2) �O' p 4.NU ROp NORTH: IMPROVED AND P! JA SPECIFICATIONS LP b C CONNECTED TO PUBLIC WATER o 4 12' DIA. X 24" DEEP Zn-=bieMedia PP/PE I Filling Rem 32% PVC DISTRIBUTION BOX �•,o Bond AerobieMedia PVC/PP/PE WITH BEFRI. Ram 1676 0 NEW 1 BELGIAN BLACK CURB WIDE GRAVEL DRIVEWAY ® �1FrPop Aerobic Media PP/PE Fiufa Rate 57•b IA/OWrS FUJI CLEAN USA ►0� � };V�V� .Blower 2.8 etm �� ® Tank FRP MODEL No. CEN5 f , , �� - ti� : POLE Piping PVC/PP/PE \ / t / �(.+;: `'•M1 U DAM J Ir M NTA EXISTING PRECAST SANITARY O a � (aEallo t B D tea' /a cast LEACHING POOL TO BE PUMPED �O. i'- __� : BE HIGH RETAINING WALL TO AND PROPERLY DISPOSED I / `o• BE REMOVED AND GRADED TO PLAN VIEW EXISTING PRECAST PRECAST ��_ i '�^ \` r�6�(P\1 _ N� EAST PROPERTY LINE w slxma+ s MANH°E '4P ri,t SEPTIC TANK TO BE PUMPED, :' ^ W ,° uAlakag ITwI Tlf tuNM1E(T14 24•YAt4tO1E(lYP C"+�+(epRp+"i) REMOVED & PROPERLY DISPOSED r i 10- EXISTING PAVERS .a '� ' TO BE REMOVED 7�' � 1" AIR LINE FROM BLOWER c ro i ,'a: :'e`' i 3' I,Ir TvrE TO IA/OTWS. ELECTRIC LINE O �eEu / 1 :�, . ►..• NEIN LOCATION OF WATER ►-� FROM CONTROL PANEL TO I ;:t; .-=-;`-iy SERVICE TO DWELLING �1 z N�+ FLOAT SWITCHMAIN O..g. / , �`•.'s 0 / "� • `'-`: ~ HARD WIRE IN BASEMENT CEILIRICAL SERVICE NG FUJI ALARM/CONTROL PANEL ® MOUNTED TO DWELLINGj'� ~/ � J FROM SERVICE PANEL TO CONTROL V z EXTERIOR. FUJI MODEL o LOT 115 20 / . . . . OPeN P PANEL 1A/OTWS AS PER NEC. rA F. z= O ® 5-s AsssaY No. MAC80RII BLOWER. HARD d P, - 1 a+ 1.4 ,�b4^+ 4-4j• �_ s-s�• WIRED CONNECTION BETWEEN 1 _ 30 OFFSEr LINE 100' NORTH a :z) x a BLOWER AND PANEL (r7 . . . . . . . . . . OF HIGH WATER MARK �-+ v3 o w m PROPERTY WITHIN 150' `� v .�, . . . `�• � z w um WEST- IMPROVED AND / '� D TEST HOLE LOCATION O o a CONNECTED TO 1¢ . . . ' . ' . . . . F . ' P T1011 ASSEWLY PUBLIC WATER - j - - u APPROX. ELEV. 13.2 $-4 U (p i \m ' SECTION A A VIEW SECTION B-B VIEW LOT 116 ` 26 8, �� N rJ (p �\ �' �• ,� M00 LOT 113 a IA/OWTS FUJI CLEAN USA MOD.#CENS SCALE XTM P NEIN ��. N. . . . . . �� J � O' �� t � � - - PROPERTY WITHIN 150' o �` 3�� - V ��' EAST: IMPROVED AND MAIN 200 amp FUJI CLEAN '<P PP 0 �' CONNECTED TO PUBLIC WATER N ELECTRICAL PANEL CONTROL PANEL AIR BLOWER * v�G l�9 •�� 2 Wp _ o pp OeCK r' a j Bm lm® 2D AF r °t tU '� `� ti `-L+�Og- 1 OFFSET UNE 75' NORTH s o y�o T BAErIt� BE=LKC7 1 � �� TE /� OF HIGH WATER MARK c z ,, n 1 CM(I q�.PNE�1 m2��O 7 0 ��0� Cp�CReTe RFT �O REMOVE EXISTING DWELLING AND °w Q°� 10 AR BLMM A � q CONSTRUCT NEW DWELLING ON � SAME FOOTPRINT W/ INCREASED z a z o o a z c c ROFESSIO� wq((S LOT 114 AREA OF 2ND STORY DORMt3i F.F. rig v4 Razoggg 1ttFAitt{11T lNf WAMIT BW _---- E LEV. 17.50 >�r E°�5 E ELECTRICAL WIRING SCHEMATIC e M - scAtE:N.Ts RECEIVED �ine(s) � I T Lae f n�pected By The LEGEND TIE LINES wp , �- t �p#. Of lie C i'h erg/ices. ALONG HWM. 0� X00 0l e _ 3 r-1 C3L11�; In Advance, g"'f Ncrs ®4 ZQZD PROPOSED CONTOURS �(kyFgO tygR , tuie Inspection(s). f~ MAY 64.69 � � '----11----- N66-49'50"W SPRING (NOT TO SCALE) COtI.AR HEALTH SERVICES EXISTING CONTOURS _ ver!t0ARoy K.PO SG.P AN >r p p SUFF.Co. POND _ PRECAST CONTE LEACKING POOL DDD D t� O OFFICE - tg�T:P• _ALTH APPROVAL p W o.0•-3.� 53LTY ALE SAND se ®a�H1cH o C3 0 E= g o o •, •,.,,c1V LTI� SERVICES C3 uo BROWN SAND o O O G 0 0 0 0 t 28.92' a.s'-lo.o AND cRAYEL SP o 0 PERMIT FOR APPROVAL OF CONSTRUCTIOr4 FOR/It _ �,7,��]�( f ftVF1C (�1j �N�PO a' °' WATER .1 0 I3 0 =1 Q C3 t� {{{{��((��t� "r' �'�Cf lS':�IUA�LJ7{i 1 4 i o WET SANE �•� F• p f...{�i�+�iu ,y 10.0'-15.0• a �.. o C3 C3 0 0 0 o a SII�IGLE FAMI f RESIDENCE ONLY I V AND GRAVEL SP ea Q N C3 o t= o 0 C3 v SUB 11T P.E. OR RA C"Tlr1� °p TARN. o o a o 0 0 0 TML DEC 0 7 �02� _� a s ,�, N';.�t�, COLIAR a o 0 o b o o COLLAR Obi��`� fid'; T� zCt.- �t•�T UC"ION ram PROPERTY INFORMATION � r s o C3 t= o I= C3 o 41", j:.7 0, �j /� i J G j� ¢ 22.99' TODD RESIDENCE LOCATED AT EAST MARION z o r /— V/do670 BAYVIEW ROAD,FUST MARION,NY 11939 ' VwN.PEr�rR-nnm yy��® M1 PP��[Tyyp�T�c[ _ pRt n t BACIffRL MATER1ALTo 9E INTO%nRM STRATA APPRo'?::O �IJR�i ��APPRO I �, Q elU1��Y • S63`39 27 W LOT No.114&115 AS SHOWN ON Q o aFnN SAND AND GRAVEL OF SAND AtID cla►vEL - I V p 7 3 W MAP OF GARDINERS BAY ESTATES,SECTION 2 FGR MAXIM �- _ RSCESHPL NSAREAN 0a• L�ED130Jdis -6- X 20 FILED:SEPTEMBER 23,1927:FILE No. 9T058MANS AREV1 HIGHESTRECOROED FLOATING TOWN OFSOUTHOLD ANOPMEEK(NEML SUFFOLK COUNTY,NEW YORK OrTna BNOtADO GROt1NDWATER XPIRES T HREI TEARS FiRON1 DAT- OF APPROVAL _ SITE PLAN DOCK AI.TOTHESEPLA SA N S.C.T.M.#1000.37-5.3 TOnffONOFSECrION ssA LEACHING POOL DETAIL SCALE:1"=X-0" LOT AREA=12,336 SF. nWoenOIENEW YM y SCALE-LIE-t:a• PILE STATEEDUGTIWi TAW. •r r--------------------------------1 / 1 fT "'f ac• �'-•^ -•+- ac ^a-•� a� 1 F120POtgD SEAL Duum I it-----------------------------� 1 I I 1 1 1 f F ELEV RBI.tL RSL.E L ROI.EL RBI.ET.. ttTl k7 I t• I 1 ( 17.50 GRADE 17.00 17.00 mon 00 17-nn 17-00 1 I 1 0 2.SR SIIS m s 010% - 1 S• 1 I O lF 4'o SDR35 O t.OA; NOTE 1 N j 1 [ iV,tl.1547 FL F LEACHINH SHOIMIPOM 1 I •:; I ' i DIV.EL 15.22 ( FLOW PROFILE.LEACHING POOL 1 1 I I olsmla!GIN taox O►+Hmt /2 DIV N IS 14,34, 11 I I I . I wv IN 0 INV.OUT 14AB 7ec I I I I I INV.Fl 1509 1 J OVSTALLio Fto aDNc o DVT. KV.IN I------------------------------------t a Na CEFUJ CLEAN C'"8 BOTTom 63 t I I — I—�—" — I —I — t' •':: la. �. `_ •• f• •f I BASEMENT NOTE NO HOUSE 1RAP ON tIAtN SEPTIC d'o LEADING POOL p 1 L---J L---J L---------------------------------- -� d I ELEV.400 LOIS VEIV18iG 7FHt0UCH NAOi HOUSE GOTMm Q50 I Ir I I WATER YACTUEXPECTED ESTHOLE WTm ELEV 4.20 a' a t:r------ SANITARY SYSTEM PROFILE d z I I DID Q z= 1 I I D I I D I l i l CD C)a L---JL---Ji ' I EXISTING OF NEWY (�j7 zo o 1 DECK w pj'� G� PAS 9R O,Q U a O a jL--------------------------------- L ------------------ — _ _ -------------------------------------- 11 1 1 F C7 a a .a .°, a ------------_—_-------- — — -- — I ------ -----------------J ZN ER O o 0 ------------ UNFINISHED BASEMENT FLOOR PLAN o P N A ---------------- --i A� FESSION SCA,.e 18-=11-0- I I - a pm o o 1 I m�arEdp 1 I wpap �ap I I 0 1 I v�¢v�aww•na m DECK ROOM I I I I I o°o a zoo -ii-u I I a BEDROOM#1 c o LIN VDN MASTER HALL BEDROOM BEDROOM LDRY. CL ~I O wm a !G1 CL � � SCJ MASTER O° BATHROOM BATH W.I.C. KITCHEN 00 BA V BEDROOM#2 O a rn rn OO a N O P� z N O � o v � � TttF5B t1ANSAREAH ¢vsrnu:mvroE�tve® SECOND FLOOR PLAN u ANDARETHEFROPERW o"THE INQWEFH. scn,e J/r-114r FIRST FLOOR PLAN ALTERATION�"°I°" <J CTION SCALE-,B-.1'-0- VIOLATION OF SIATBmHGT11VILKW. r SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON a � MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1088-37-5-3 AREA = 12,336 SF. J0co+,dn SCALE: 1"=30' I NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. TII� °F S 66039'00"E GRAVEL DRIVEWAY MF�4p 76.88 W/BELG. BLK. CURB \ Elm I0. IN NAIL 1N POLE POLE 1 LOT 116 LOT 115 20.3. 20.9 17.0' � h CO p(0j m N CpN30.5 O FpuORfTF ^ ^/ F TOP OFON Z 26 e ELN16.2�ON �. v M z (n �eu23 m� O LOT 113 N fn 24.? £Z W W m W W J N O CpN. R rri W^k4.& LN. LOT 114 TIE LINES ALONG HWM. evLk H N 66049'50"W 64.69' N 17°00'18"W 28.92' o a E PILE S 63039'27"W N 87057'53"W 5.0 x 20 22.99' 22.82' FLOATINGDOCK PILE SPRING POND CV O CV c' SURVEYED BY: PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6965 FAX 631-627-3186 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION P A U L R B A Y L S K I®YAHOO•C O M OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. B f� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED MARCH 21, 2 019 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO 7-24-2019: ADD BUFFER THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 3-3-2021: STAKE OUT HOUSE GUARANTEES O CERTIFICATIONS WNE S T TRANSFERABLE TO ADDITIONAL INSTITUTIONS R SUBSEQUENT 3-20-2021: FOUNDATION LOCATI0N 3504-FND + + SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES. SECTION 2 FILED: SEPTEMBER 23. 1927: FILE No. 275 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-37-5-3 :J- AREA = 12.336 SF. SCALE: 1"=30' : NOTE: THE EXISTENCE OF RIGHT OF WAYS. 'S' WETLANDS AND/OR EASEMENTS OF RECORD . IF ANY. NOT SHOWN ARE NOT GUARANTEED. NOTE: WATER SERVICE ,a AND SEPTIC SYSTEM LOCATION BY OTHERS. B.O.H. REF. No. " SEPTIC LOCATION ,,a T1 T, r .,• , -A- -B- I/A 21' 18.5' DB 34' 27' r} LP1 47' 36' I v LP2 28.5' 31' \ \t< \Fpc S 66039'00"E '�FMFtir 7 6.8 8' fs.a � / LPI BM ' NAIL IN POLE \ 0 !S2 LP2 S y!!y POLE _/ f LOT 116 m I/A 20'`3� N MWATER me. SERVICE 41 •B- O2e. A SAT v - a I 170 g ( � UNITS p cvD PpRt y O N 3B.S AI Ct *sr), z C) rri a Z 28.g RFSIpEN pE A m I m mm U r > � { U) LOT 113 _ A STOOP N ® �. O eai N � LOT 115 2a.? 00 (A LP o N TANK p y O \ cps'^CST'�tN m-q ITI LOT 114 z i m TIE LINES ALONG HWM. eV�k yF p N 66049'50"W 64.69' N 17°00'18"W woo° 28.92 PILE S 63039'27"W N 87°57'53"W 5.0 x 20 22.99' 22.82' FLOATINGDOCK PILE SPRING POND � N Iz 4 c 10 %y °5D7g, a`" SURVEYED BY: LAN USJQ� PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6985 'FAX 631-627-3186 UNAUTlMZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION P A U L B A R Y L S K I a Y A H 0 0.C O M OF SECTION TM OF THE NEW YORK STATE EDUCATION LAW. COPIES OF TMS SURVEY WAP NOT BEARING THE`.AND SURVEYDRS MEG MARCH 21. 2 019 OR EMBOSSED SEAL MALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANIES OR ME MISGN CERTIFICATIONSYISPRDMEON SHALL TOFOR WIGH SURVEY IS AND WS O 7-24-2019: ADD BUFFER LISTED HEREON.mm Tn iA`o AG o 1M LENDING INET ON. 3-3-2021: STAKE OUT HOUSE INSTITUTIONS OR GUARANTEES °OCERTIFICATIONS OWrNERS. TRANSFERABLE To ADDITIONAL 3-20-2021: FOUNDATION LOCATION 3504-FINAL 4-18-2023: FINAL SURVEY SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-37-5-3 AREA = 12,336 SF. SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION BY OTHERS. B.O.H. REF. No. SEPTIC LOCATION I/A 21' 18.5' DB 34' 27' T r, LPI 47' 36' ( v LP2 28.5' 31' ( \FpC S 66039'00"E s` 18.4 7 6.8 8' y/ LP1 BM 18.0' —� NAIL IN POLE G D 1S.2 LP2 6 A1I�r POLE f LOT 116 mm I/AWATER SERVICE f`1� AC 2e'S s(A Te 17.0 4� UNITS v Cy0 pORCW N 30.s x �l Cf2 grY o 0 Z 26.8 Res AM oe ti m> m 2 < LOT 113 STOOP N 2M0 STy ® _a O J 19. Ot CK I N LOT 115 20?e 00 Cj DeCK CA C4 LPO J N TANK x 0 CDW� RSTgIN M LOT 114 aZ n M TIE LINES ALONG HWM. N 66049'50"W e' 64.69' N 17000'18"W 2 8.9 2' �1-o a F PILE S 63039'27"W N 87057'53"W 6.0 x 20 22'99' NG 2 2.8 2' FLOATING OF NEw PILE Q� �LBARY� Q y SPRING POND „. 050782 SURVEYED BY: PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6965 FAX 631-627-3166 PAULBARYLSKIaYAH00.COM UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION MARCH 21, 2019 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 7-24-2019: ADD B U F F E R OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO 3-3-2021: STAKE O U T HOUSE THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION 3-20-2021: FOUNDATION LOCATION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 4-16-2023: FINAL SURVEY INSTITUTIONS OR SUBSEQUENT OWNERS. B-25-2023: REVISE SURVEY 3504-FINAL E A L: OF NEW -OF NEW EDGE OF 76.88 S66*39'00"E NOV 8 2023 PAVEMENT 8' DIA. X 6' DEEP PRECAST LEACHING POOLS (TYP. FOR 2) 0. 12" DIA. X 24" DEEP DEEP P o 7,7 PVC DISTRIBUTION BOX L 12' WIDE GRAVEL DRIVEWAY [A/OWTS FUJI CLEAN USA WITH BELGIAN BLOCK CURB MODEL No. CENS 0 LPPOLE CURB np VjATF Z 1" AIR LINE FROM BLOWER TO IA/0TWS. ELECTRIC LINE 17 EXP V FROM CONTROL PANEL TO . . . \1 LP WATER SERVICE Z TO DWELLING FLOAT SWITCH '20.. -v.1"". ... ... ... ... _-j FUJI ALARM/CONTROL PAN . . . . . . . . . . . . C) MOUNTED TO DWELLING . . . . . . . . . . .114, -Z) z . . . . . . . OPEA, . . . . . . PORCH EXTERIOR. FUJI MODEL LOT 115 Co . . . . . No. MAC80RII BLOWER. HARD . . . . . . WIRED CONNECTION BETWEEN BLOWER AND PANEL 0< . . . . . . . . . . '=C. z C7 Z .... . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P U 1Z . . . . . . . . . . . . . . . . . . . . . . . . . . L71 LOT 116 6) :E z C) 0 0c) LOT 113 CV . . . . . . . . . . C; . . . . . . . . . . . . 2 WOOD Dcck . . . . OSE SL zrCO C 44S LOT 114 0 a a z 15 o CZ¢i < fV TIE LINES ALONG HWM. //V 64.69' N66*49'50"W SPRING _ POND R SUFFOLK COUNTY DEPTARTMENT OF HEALTH APPROVAL i> ' z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 28.92 APPROVAL OF CONSTRUCTED WORKS FOR N 17*00'1 8"W gv� < < z A SINGLE FAMILY RESIDENCE a [<A X00 Date 6/1/2023 H.S. Ref. No. R-1"100 PROPERTY INFORMATION C? —1 N. 0 < TODD RESIDENCE LOCATED AT EAST MARION z The sewage disposal and water supply facilities at this location have been 22.82 (if PILE 2 2.9 9' 670 BAYVIEW ROAD,EAST MARION,NY 11939 inspected and/or certified by this Department or other agencies and foundS63*39'27"W LOT No.114 8115 AS SHOWN ON to be satisfactory FOR A MAXIMUM OF_4BEDROOMS. N87*57'53"W MAP OF GARDINERS BAY ESTATES,SECTION 2 6.0 X 20 FILED:SEPTEMBER 23,1927:FILE No.275 T)JESE PLANS ARJE AN INS RUMENTOPSERVECr FLOATING TOWN OF SOUTHOLD ANT ARE TIVE PROPERTY SUFFOLK COUNTY,NEW YORK OFTIFEMOUNCER. AS-BUILT SITE PLAN DOCK ALTERATION OR ADDITIO TO THESE NSISA S.C.T.M.#1000-37-5-3 V1 LATIONOFSECTION SCALE:V=20'-0" LOT AREA=12,336 SF. 72009 OF T118 NEW YORK Office of Wastewater Management PILE STATU EDUCA'nON LAW. SEAL : PISAPPROVht IUB oy TCO \ AFDC S 66°39'00"E MFNT \ GRAVEL DRIVEWAY OF 76.88' W/BELG. BILK. CURB 00 CD POLE \ r CO LOT 116 i O 20.9, o � LOT 115 � 30.5 15.7' EXTENDED LOT 113 n N N PORCH TODD RESIDENCE V D 670 BAYVIEW AVENUE P r EAST MARI❑N, NY 11939 26.81z SCTM No. 1000-37-5-3 PROP. BUILDING HEIGHT (STORIES) 2 o N � 2ND STY � � A �� 24 , ADD. 00 BUILDING HEIGHT(FEET) 25' w Woo° C;. � , ! DEPTH OF FRONT YARD (FEET) 324' °ECK PROP. w DEPTH OF REAR YARD (FEET) Dose SATE 2ND IDE YARDS (NUMBER) 24,7 W C CpNC R ^ F9 wq<<Frq,N SIDE YARD INTERI❑R LOT (ONE YARD WIDTH) 15.7' a W S LOT 114 SIDE YARD INTERI❑R LOT (COMBINED WIDTH OF YARDS) 36' A-+ LOT GROSS AREA 12,236 SF (0,28 ACRES) w LOT DEPTH (FEET) 120.96' B- LOT WIDTH (FEET) 76,88' e0 4'00,0 wo PERCENT ❑F LOT COVERED BY BUILDING Z rn N <k�HF op RF , 14,21% ,--� c " W W W M N 66'49'50"w �0 wa<<STaiN NON-TURF 64.69' ,%,• ,� Bl'rf=ER AREA Q u � M Q z N 17°00 18 W 28.92' waw � PILE S 6',°39'27"W N 87°57 53 W 22.99' 22.82' FLOATINGDOCK O O O Q W � NQH PILE SPRING POND v, Q 1. 4 w E THESE PLANS ARE AN INSTRUMENT OF SERVICE r--i .' Q PLOT PLAN AND ARE THE PROPERTY � 0 z OF THE ENGINEER. Z ALTERATION OR ADDITION F ON SCALE: I "= 30-0" TO THESE LANSISA w u 7209 OF THE NEW YORK 0 STATE EDUCATION LAW. Q 04 Q SEAL : F% I IT 0 117J D jL t � � I D) r1 n E 10V d 201iJ r n l DII G°k0 ,yk fTI y Aq�F� S 66'39'00"E ti; W/BEL . BLLK .RIVECURB FNT ,kp76.88 �O�ESSIONP�� T E _ y _L 10 d POLE LOT 116 ^� f CD $ } # y TEST t C) � 20.9 HOLE „ t �� LOT 115 w ,,, a + ov 7=07 d U 10 St / v 1 m LOT 113 yo, h ' PROP. Vl•1` 2ND STY Q �h ADD. N f 74.7 r" 00 �Q 1 i \PROP. WOOD2ND STY W try O� ( DfOk DECK J N lriT-l1 CONGDOSE \p -O W R ♦ O, fTl �r LOT 114 f TIE LINES � ALONG HWM. rh 1 ® _ ® N 66'49'50"W eLck"FaD wFrq�N a NON- RF 64.69' s BUFFER A EA 1 N 17'00'1 8"W M W M --�� OLK COS 28.92''F' PILE S 63'39'27"W Z 22.99' 20 Simpson Strong-Tie H2A N 875753"W FLC TNG Q� List of Drawings: ROOF FRAMING DOUBLE TOP PLAT 22.82 DOCK a a PILE T-100 COVER / PLOT PLAN SPRING POND CRIPP E S S T-101 NOTES JACK AND KING STUDS TO BE STRAPPEDHEADER-WIDTH VARIES O o W W T-102 NOTES WITH 11/4"20 GA. GALV STRAPPING. 12" N MIN. ON STUD FULL BEARING ON HEADER r T-103 NOTES ® PLOT PLAN A-101 LOWER LEVEL AND FIRST FLOOR REMOVAL HEADER STUD SCALE: 1"=30.0' FULL LENGTH WALL STUD PLAN ® ® o A-102 SECOND FLOOR REMOVAL PLAN NOTE: ® H UPLIFT CONNECTION IS REQUIRED AT EACH z A-103 LOWER LEVEL CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF A-104 FIRST FLOOR CONSTRUCTION PLAN 1 1/4" 20 GA. GALV STRAPPING HEADER STUDS IN ADDITION TO 12" MIN. ON STUD CONNECTORS AT WALL STUDS,AND AT TOP W A-105 SECOND FLOOD. CONSTRUCTION PLAN NO UPLIFT AND BOTTOM OF CRIPPLES A-106 ROOF CONSTRUCTION PLAN CONNECTOR REQ RED Q A-200 REMOVAL ELEVATIONS POST TO GIRDER JOIST HANGER FOR A-201 PROPOSED ELEVATIONS SIMPSON STRONG-TIE (CC) 2 X INSTALLATION A-202 PROPOSED ELEVATIONS CC INSTALL @ 16" O.C. Abreviations: A-301 BUILDING SECTIONS TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS A-302 BUILDING SECTION A.F.F. ABOVE FINISHED FLOOR O EN-101 ENERGY CODE COMPLIANCE NOTE: CFM CUBIC FEET PER MINUTE a RIDGE CLIPS (LSTA18): C.I. CAST IRON ALLOWABLE ASD TENSION LOADS CMU CONCRETE MASONRY UNIT U - 1160 LBS. USE FOURTEEN(14) 1 O Fl C.O. CLEAN OUT W NAILS COL. COLUMN OA OVERALL Q CONC. CONCRETE OC ON CENTER ° Simpson Strong-Tie CL CENTER LINE OD OUTSIDE DIAMETER I° OPNG OPENING HD7B DL DEAD LOAD OZ OUNCE ° ° DN DOWN i'' DBLDOUBLEPSF POUNDS PER SQUARE FOOT W DWG. DRAWING PSI POUNDS PER SQUARE INCH DWR DRAWER PVC POLYVINYL CHLORIDE o' o° ° PC PIECE ° :.o PERP PERPENDICULAR • o ° EHCI EXTRA HEAVY CAST IRON Simpson Strong-Tie ° o.6_0•0. EL.ELEVATION PIL PILASTER PLPLATE LSTA18 °' ` ° e:.o ELEC. ELECTICAL,ELECTRIC p/L,PROPERTY LINE Simpson Strong-Tie EXP. JT.EXPANSION JOINT ALAS PLASTER HCP EXT. EXTERIOR,EXTERNAL PLYWD PLYWOOD STUD TO PLATE RIDGE STRAP TIE HOLD DOWN DETAIL PROP PROPERTY JOIST HANGER FOR LTP4 OR WRAP COIL STRAP SIMPSON STRONG-TIE (LSTA18) HIP CORNER PLATE SIMPSON HD7B FAB. FABRICATED PRCST PRECAST WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. LSTA STRAP TIE INSTALL @ 16" O.C. SIMPSON STRONG-TIE (HCP) TENSION LOAD: 6645 LBS F.B.O. FURNISHED BY OWNER PREFAB PREFABRICATED HCP2- 2X MEMBER SIZE FIN. FINISH PT POINT pTN PARTITION U HCP4- 4X MEMBER SIZE FXTR. FIXTURE FL. FLOOR QTS'QUANTITY W w NOTE• FLUOR.FLUORESCENT R RISER Q w UPLIFT: 575 LBS d FDN. FOUNDATION RA RETURN AIR Q z LATERAL: F1 - 130 LBS FT. FOOT, FEET C7 LATERAL: F2 -55 LBS I" STANDOFF FTG. FOOTING RAD RADIUS � a Z ® SATISFIES CODE REQ'D. REQUIRED Q "' 3" MINIMUM REV REVERSE, REVISION '� W 3" MINI VER REQUIREMENTS G.C. GENERAL CONTRACTOR Q GL GLASS RH RIGHT HAND p 04 0 RO ROUGH OPENING [� w Q U G.W.B. GYPSUM BOARD ROW RIGHT OF WAY ° \ H/C HANDICAPPED REINF. REINFORCE,REINFORCING `° � 1�f LFTA HD.WD. HARDWOOD SECT O N` A35F HM HOLLOW METAL MOD. SPECIE CATION °1 . HVAC HEATING/VENTILATING/ 1 � d z I6" - s AIR CONDITIONING TBD To be Determined U C:) Q i Simpson Strong-Tie v LBP D T&G TONGUE AND GROOVE w u p o �.. `� OUN TWO — LTB40 TYPICAL o TYP. H2A LL LIVE LOAD UL Undenvriter's Laboratory Q a Q Simpson Strong-Tie LT.LIGHT H2A L. LENGTH/LONG VIF VERIFY IN FIELD — RAFTER TO DOUBLE TOP PLATE PROVIDE FOURTEEN MIN. MINIMUM TfIESE PLANS ARE AN RAFTER � 14 lOD NAILS MISC.MISCELLANEOUS W/WITH INSTRUMENT OF SERVICE AND ALL VALLEY CONNECTIONS JOIST TO JOIST ) WC WATER CLOSET AND ARE THE PROPERTY POST TO CONC. FOOTING WD WOOD OF THE ENGINEER. SIMPSON STRONG-TIB (H2A) TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT W/O WITHOUT ALTERATION OR ADDITION SIMPSON STRONG-TIE (LTB40) SIMPSON STRONG-TIE NO NUMBER TO THESE PLANS IS A H2A INSTALL @ 16" O.C. INSTALL AS SHOWN CBSQ44 SIMPSON STRONG-TIE (MTS 16, A35F,LSTA, 413P) NO NOMINAL WWF WELDED WIRE FABRIC VIOLATION OF SECTION USE BOTH MTS 16 AND A35F INSTALL a 16' O.C. NTS NOT TO SCALE 7209 OF TI IE NEW YORK STATE EDUCATION LAW. General Requirements of the Residential Code of New York State Tall4le 3.10 loaf f'her thin /It chmin%nt r2e'r,711re menu for Wind Loads - SEAL : Table 3.44. rafter and/or Ceiling.foist to Top Flate [,tern end Shear Conne.ction r-XPo .tsre r. r big 3.136, Wnll ' (�( f'C°C`?�r " ";�`n't�` for 1':,find Loves - C:a- -or'"re.. r �of N w The below listed Chapters, Sections Dr Appendixes are only part of the Residential Code of New rZecluirement:. Cxpostire, El __ _ ' y York State. Please refer to the Residential Code of New York State - 2015 for any Chapters, (Prescriptive Alternative to Table 3.4) _-- _— Th.reeS c< Gt t R5 9n Ino 110 1 0 130 tan 151) 11tr 'Se;ond Gust Wind`,recd 1001111 1_'() )3(t 11t) 15f) Section, Appendixes or Exceptions, in whole or in part, that are not Noted. 3t'ind Sped(rrphI Tl.-ee Second Gust Wind Speed(nt h) RS 90 100 114 120 130 140 150 r 7y ST T TCrt RAF,SFr?ATTIP,( C� ;- W t F F F F F F E F L F E F E F E F WOOD S I Ii1_'(�1'1 F: 1,PANE{-. A;- Unless LL! Unless otherwise expressly stated the words terms tables and figures listed within these construction Rafter"cr;lin.J�;ct wall Nttr,~ r or sd Common rail or 1(i�1 B:,>N:,i1,(Tran:ti:ed) ' s •_ta Cieat`°i^:Lnc.vtton' P�RrrTn:,stipacinr t, ,• � C\ C acini(in. Ilei b,(ft. Re.Hired in F�ach Rafter and or Ceiling Joist to Top Platc Connection' '' r„ (long 4-n -ns;0",across cttld<) `<" `p ) ! ) 3 (irn:hes,o.c) SI ix'rtarn Viil Sr;.cir.e.c.Rd Cornnon Nail:or Iod P.ox Nails(inches.ox.)` O 930 notes can be found within the Residential Code of New York State - 2015. _ Stud 1 ncinu A __._____...._...- - 8 --`-• 2 2 2 � 3 3 � 3 ? -_ � � t` t�linint'ttn Pctnt.'1 Thict,nes;(incl ROF ONP� 12 12 6 12 6 1_ 6 1_ 6 1_ 6 12 6 12 6 12 6 12 (inchcs,o.C.) ESSI 10 2 2 2 2 3 3 3 3 Ib 6 12 6 12 6 12 6 12 6 l 6 12 6 12 6 12 - — -- lrteri,v Znne CHAPTER 3 - BUILDING PLANNING 16 R 2 2 3 3 3 4 4 4 6 12 6 12 6 12 6 12 6 t2 6 t2 6 12 , � '4 (, IZ 6 1' f 12 6 1_ 6 I- 6 1' 6 IZ'' ' _.. -. l0 _ _ 3 3 3 4 4 a _ _ � � _ 6 I_- Section R301 - Design Criteria x 3 3 4 4 5 5 5 5 12 6 - h - is t -- 6 X12, .. — it e it 6 6 6 6 24 10 3 3 4 4 5 5 5 6 166 i_' 6 12 6 122 6 12' 6 6 6 6 6' 6' 6' F' Nt"OOD ST12t'C Tt•IiAI.i':11'I:i, R301.1 Design - Building and structures, and all parts there of, shall be constructed to safelysupport Pr nr+r-1.Ige 7"ne 1313 1 Prewrlptite limits are bated on asst!mptions in Table 3.4. I,2 6 12 6 1?` F t2' 6 6 6 6 6' 6' 6' 6' 4` a` (�hnrt(limensii,n aCrt«statics) O 24 6 122 6 I-'� 6 6 6' 6' 6" 6� 6I 6' 4' 4' 4` 4' -all loads includingdead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic Tabulat-d con;acction requirements assuin a building located in Exposure B. — --_ -_- _ - _ sit!({Spacing y ' R'hen ceiling oistc areinstilled :rallcl to rafters•the sum of the trenails in the rafter and ceilingjoist shall equal rr exceed the Gahte Fnd„3,1 Race or Ralr T,t,s w`I nokout Pock 6 6 (. 6' 6' 6' 1_7 (, 4ff 4 4' Minimum Panel Tlli�_I.ness(in.) loads as prescribed by the Residential Code of New York State- 2015. tab:thttrd nttrrher of nails ngn;red (.able I ndwri!l RAc or Rale Toric t%'n R.:kc lherhanp 6 6 6 6 6 6 66 6 6t t, 6' 6' ` To a,'vid splitting.no more titan'_toenails shall he instal';ed in each side of a rafter or ceiling•gist,.-hen fastened to a 2x4 ton late - ' - -•• _ P ) P 3'S 2 S 3'�: 3 S; _ 3 C 3;8 \ or 3 toenails in each side when fattened to a 2x6 top plate. 13t).ARn SHFATHIV; 16 3 � 3 ; 4 , 1£ js' � , TABLE R301.2(1) Shraf.atyS:�r NsCrr in sgp rmQ \finrmmnNur*hrrnfld('ornrnn•tNa'Ic 3,,X ; '' ! j5.; CUMIATIC AND GEOGRAPHIC DESIGN CRITERIA (imhcs•o.c.) Per Suprort 24 ?' 1 w� �q ° � -' �'• lxfior IxsShr,!h 16 1£- 15'3: 15 3:. 19 3_ It)32 i9):22 23 3-' SUBJECT TO ICE SHIELD Tele �k.�•6°M Un, 111ft fArvp Connection fi.equire eat'" xromir C 11.0,or arecrSh:.�'1 1,-19' 2 2 2 J GROUND I N:fND SEISP,1( - -- ---- - WINTER UNDER- ( ,p� g a•ii,c 11-14.2 3 3 3 3 3 3 3 3 SNOWLOAD'i SPEED' ( DESIGN Fnstline DESIGN LAYMENT FLOOD AIR FREEZING ! (r.00 to-�.r fly r1all- o-Wrall,' r"� �'°M to a e"mI tion) 1 (mpfi} JCA1rEGORY` Yleathering"i eepth' Termite' Decay° TEf.?P' REQUIRED' HAZARDS" INDEX' CF:1.1.1't.(35iC fIPI'FdP,O;�12i151TF:,4TR1!(; — - * L Nail spacie,at panel ed€cs(in.) (Prescriptive Alternative to Table 3.4) fsl:"rt dilr.rr•:inn across slt!d{ ) 20# 120m h' iB Severe 3 mm. Mod! slight/ 13 F Yes N/A F Nail<,;%cine at int;rmedr:.te p'>t,it Cie rite l field(n) t,t!Sgetl%,y Mod ,?cin• 1-----P ---_- --1- .__ _ — ___________ ______... __ _-_ 5t a Tlticr:nrss R301.2.1.1 Design Criteria - Residential Construction within Nassau & Suffolk Counties must be Dead load Assumptlons•aloof Ceiling Assembly DL= 15 psf ' For reof,l:e ching w thin 4 feet of the I,rrimr•er e,l,,e of the roof,incl(ding 4 fret on each side of the rrof peak,the t f x,t perimeter e�°e n r.r artachmr n rcc;tirements ___ _...— _. __ Ghali he used. 12 1 2 1,2 1 2 designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame Three Second Guct��'jptj Tabulated 12 inch o c.nail snac,n€as,un e-,she�timc all,ched to rimer talcs fr in,irp r,cr>t`°crc i i'h G>0 44. For frairing memhcrs,•ith 0.42< G<0.40,the nail. F..I..{ n 1 cd(nt h) 85 90 I00 110 l<'0 130 140 150 sl, , I6 1�2 1'2 1'2 1.2 L1,211 ''5 32 - W Construction Manual for One and Two Family Dwellings (WFCM) - 2001 - ___ _ ngstr,anhrred"e` `•inches ' T'ahn!wd 6 inch o.c.nail sparing a<u—cc sli;a:hink aractxd to ra,?cr'trt<s frar,rnc merrbcn with G>0 44. For ft r,inE mcm.beri with 0 42<G<0 44,the nail Roof Span N',i thcr of Fd Cot-inion Nils or 103 Box Fails spac;nf,shalt be rcdaced to a inches c.c. Z Framing Spncing(in.) 1'.t 3 ` TahulaLd 4 Inch ac.nail spacing a,v.:rn s,4eaIhing attached to ra'?,•r'tru,s frimity memhrrx with G>0 49 Far frmti memhrrs w oh 0 4'<G<049,the na'! (ft_) in Each End of 1-1?4"x 20 gage Strap - BOARD SHEATHING h-t spacings shall he red'iced to;inches ox. - Table 3.1 Nailing Schedecle 1 1 ) ) 2 3 3 a h.:rt,S.ns locat••t in Fx ,<,i-c P, t Spicing 2 2 2 Taltla:c'r.ai'!>;><Ir:ra:ea.:;: t ix luia�'1,r:Illi'aI`rl,ss3ortT',°rCStrppctirt'+i Stud .i•tela); �] 16 1 1 l 2 2 3 3 3 (inchr4,o.c.) llinitnunt{3,,;trt{Ttucl:ni s tin:) ^ Z d. Number of Number of 20 1 1 2 2 3 3 4 --------,--. -- Joint Description Common Nails Box Nails Nail Spacing 12 24 1 1 2 3 3 4 4 __ _ ^ M ROOF FRAMING 12 5 R 5 5 ; 5 SY < ti 5 - c fi 4,R l� 2R i 1 2 3 4 4 5 Tal,940 3.11 Wall �"l,cn.ViF.n and Gln€ldin fUtachnnent l��*gt!1rerncnts for t"rue, 16 � 5 � C ti 5 a 5'S 5's Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3AA) per rafter 32 1 1 2 3 3 4 5 5 �� - Exposure W Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist 24 5 5 5 { 5-ti 5 S 3'4 36 ! 2 2 3 3 4 5 6 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 12 i 1 2 2 3 3 4 U M--t Three deco..^.e!Gc-t Collar Tie to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie 1 A 1 1 2 2 ❑3 3 4 4 F5 9 t }on 110 I,n Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 1t ted ,"-r,'.('r'"'') - 1•0 1 0 15!1 �, '- ( 20 I 1 2 3 4 a 5 o Wc' . . 'Ile r-1a fel IIco r.cci!;1"'*rn.cf fu � Mfr - r ". x Rim Board to Rafter(End.-nailed) 2-16d 3-16d each end a , a .. . " y T4s 1 " c fir.r 4r; M WALL FRAMING i 6 24 1 2 2 3 3 4 5 6 ,1- - ,., r r r F F - Top p ) ' p 2R 1 2 2 3 4 5 5 6 ---- __._-___-. •.• To Plate a In Plate (Fac Face-ed 2-16d 2-16d per Ix 11,; 0-4 Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 32 1 2 2 3 4 5 6 7 Sud Spacing I:�•"•'" %;'•••'' •^+•'+ I Stud to Stud (Face-nailed) 2-16d 216 d 24"o.c. 36 2 2 3 4 4 6 7 8 Sheatbing Location (irchec,o c.) `1rd+r.n,Nai:Sp,ging f:•r Sd Common Nails or lo,l Beit I>, (irchec•o.c.)` _,,, Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 12 1 1 2 2 3 3 4 4 - 4 Top or Bottom Plate to Sind (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud 12 1, ]12 - 16121'] 6 12 6 12 6 12 6 V12 6 12 6IA I 1 2 2 3 4 4 5 InteriorZonc I,• 6 6 12 6 1' 12 6 12 6 12 6 12O pBottom Plate to Floor joistt,Bandjoist,Endjoist or 2-16d''r 2-16d•2 per foot 20 1 2 2 3 4 4 5 6 24 6 6 12 6 12 6 12 6 12' 6 I Z' 6 12 U N Q H Blocking (Face-nailed) 19.2 24 t 2 2 3 4 5 6 7 - 1, t 12 6 1. I 6 i, 6n12t'_ 6 t2 62FLOOR FRAMING2S 2 2 3 3 4 5 ! $ 4"F,dcr7ore 16 6 12 6 12 6 12 F> 6 12 6 22 6 12Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 4-10d perjoist 322 2 3 4 5 67 $ 24 6 1< t t_' f, 12 6 6 I'' 6 I_''' 6 t 2' 6 122 7 1 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end ;t Blocking to Joist(Too-nailed) 2-8d 2-10d each end 36 2 2 3 4 5 7 R V r I, V) 110 4RD S?rFATHINf3 or LAP SIF)NG r Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 12 1 2 2 3 3 4 5 5 Sheat!-.icg Svc Ra'irr.T'r.ts,S,a:ir.lt Ledger Strip to Beam(Facie-nailed) 3-16d 4-16d each joist t Min-ml N+in+--r of Rd Common Nail,or Fo,i p,,C Nal Joist on Ledger to Beam(roe-nailed) 3-8d 3-10d per joist 16 1 2 2 3 4 5 5 6 (Inc,rC'.o.c.) PC-Sur, t � Band Joist to Joist(End-nailed) 3-16d 4-16d per joist re- i� Band Joist to Sill or Top Plate(Toe-nailed) 2-t6d' 3 16d per foot 20 ` 2 3 3 4 5 A 7 1 x6 or t xR Sl,eath,r.c 2 24 2 _ 2 2T_7 ' ROOF SHEATHING 24 24 2 2 3 4 5 6 ? $ 0 ihi.*.g I?_d —� 3 A3 3 2 ; e f a^,`r •r. .a. .a: F-- Ixl nr t.a rrShes r 'a., ;h, Structural Panels 8d 10d (see Table 3.10) ^ F Nail spacing at panel cdpes(in.) 1:... r'. ..t, ;rc ..:.:on4f..•ualsh.;,.., t, ri', -'..,'.1Y... : Diagonal Board Sheathing 3_ 2 3 5 6 7 - - s ci •at intcrm, ate sap;or.,in t„r Incl 1ic'.d rr•f der ,,x.- +',-ti' r:.;C,r:.-t r.,, W 1"x6"or MR" 2-8d 2-lOd per support � F - `:ail p, r. ..d. � a, P (;n 1 3G 3 4 5 6 R 1"x 10"or wider 3-8d 3-1 Od per support i - ' Preschrttve limits are based on assumptions in Table 3.4. 1 For wall shcatbir:•a i:hin 4 feet of tk:corners,the 4 foot ed -onc at recuiremtnI,shall be aced. Q i CEILING SHEATHING •� rqs Tabula!-,d uplift Connection requirements assurne a building located In Exposure R. 2 Ta!mated 12 inch o.c.nail spacing assume,s�ra!h:rg attached to stud framir,rrcmhcrs a i'h G>0.49. s .•,n 2 i'Llt"'ti r i-t e .,-r 1 I r-c, F 3.a qui b � Wird - 'C ! Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field _ J p _ For f:arcing:mrml er w i.t . »_<G<0,4'>,the nail spacings 1 c M me' f Q r �,. It;s , C " till 0"they c,"C.a-c e-C Tabulated uplift connection requirements s-ume a roof and ceiling arcenthly dead load of 9 Sc 0.60 x 15 sf-9 s If n shad be reduced to 6 incites o.c. _ WALLSHEATi INN --- - ceiling assembly is not present or if the ceiling assembly'is not connected to the roof assembly,the tabulated number of nails slt"ll } For exterior panel siding.gal%arim<!box nails shill be pemiitr.ed to he suhs•ituted for common nails Structural Panels Rd 10d (see Table 3.11) < ;, , r° ^Icy Ta- I.ateunaii snap r^,as:•;me a h 'd:sg tr,a:d ir.Fx u,.;Ire R Fiberboard Panels e mereased by t nail at each end of the strap. -------.----..�,_ _—_; 7/16" 6d' - 3"edge/6"field 4 A{inimum ASTM A653 Grade 33 steel stran. 25/32" Rd' _ 3"edge/6"field !t. 3 .. 4 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field To la Ridge Tension � �� a Wind 4 a Hardboard 8d Rd (see Table 3.11) � p Cor'nection P.equirerdrerts for - r�:xpoc-ur .` C - _ Particleboard Panels 8d 8d (see manufacturer) �l� 3.12A � 1i ` E+ r.cq'uirements for �1 incl 6'o ds - EJ��-ostitre 13 (Prescriptive Alternative to Table 3.6) __. __ .-_-- -_____�. _..- ---.__—_-- _. __�__--___ -- _- —_- - - -- — ^ O Diagonal Board Sheathing -"-' - - --- -"-- -- H IN6"or I"x8" 2-8d 2-IOd per support Three Second Gust Kink!Spccd(mp?:) Fs 9C) l On 1 10 1_';`1 )30 110 150 t" S p t"x10"or wider 3-8d 3-1Od per support Dead i oad A,sumptions; Roof Assemhh•DL=10 psf t U FLOOR SHEATHING STRUCTURAL S1117ATITING -o V] Three Second(iu: t V,Ind Sl,rcd intphi 85 90 lot) 110 120 130) 140 150 rt5) Structural Panels ----�.-_-------. -- - (lore dimrn.ion across 3 or mare sttppn Roof Span I"or less 8d 10d 6"edge 112"field Roof Pitch Nwrber of Sd Common Nails or I N B,,)-'Nails in each end of 1-1 r4"StrapA R ter TruNs Sr cirR r:'. c!„� ..r.•. greater than l” lOd 16d 6"edge/6"field (fl.) t ( 3 (inc!tc,.o.c.) r ;1., it . . , Diagonal Board Sheathing 12 1 1 n t Minimum Panel Tliiclress(in.) I'V"or 1"x8" 2-8d 2-10d per support n r.,..c, 1"xl0"or wider 1r 1 2 2 2 4 5 1_' ; S 3.5 3'S3'S 3'X 3 3-8d 3-10d per support I: , a• e! .,*. ,,,•. + to I S^ It ' Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge,If wall sheathing is nailed 3 inches on-center at the '-0 2 2 _ 3 4 4 5 6 I t, 3 S 3 r e 3 S 3.ti 3•S 3'R 3'F 3'R - :a! .t.t-,!.;':_•:°�,.:•-'sx•,•ti,.,,.�,,..,;r�,.ustlk.;,;+.•. t,,-.,;i,•,t : panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear 3:12 24 2 2 3 3 4 5 6 7 11).2 3 S 319 ? 3'S 32", 31S - 7210 plates,shall be used to maintain the load path. 2 q 2 s 77165 r , , ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 3 4 6 7 8 4 ? S 3.4 ? S 3 S 16 1. 3 t 5'3_ T t.t a tr r +.•.';•,''. ;•r. + I Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. 32 ' 3 3 4 5 7 R 9W/ j:- 3(, 2 3 4 5 6 7 9 - BOARD SiIrATiIING 12 1 1 1 2 2 2 3 3 {d.atnr_ 'ly agents 3 ort°ore sit,,por!s) AMERICAN FOREST&PAPER ASSOCIATION 16 1 1 n _ 3 3 4 Rnticr'Tnts.SpacingMinimum Board Thicl•.ness(in.) i' I ^0 1 2 2 2 3 4 4 5 (incl:cs,a.c.) +1 Ti�31C` . . 4:12 24 2 2 2 3 3 4 5 6 _� _ _ !' _ 2 CoSl:tan Plate t® f'otenc" tica+t Col^nectierls ( ,rlcllcr C�alt�) E?'eitil 12 - 5 5,R 5 5'R 5'g 519 �{ 8 ;; I Lateran end Shear roads from %r Iird - Exr,o ore E� 2� 2 2 3 3 4 5 6 7 16 5 S' 5 8 5'� s X , a 34 3,-s 3., 3'_ 2 2 3 4 4 5 6 7 (Prescriptive Alternative to Table 3.2) 36 2 3 4 s 6 7 s 1').2 5 s 5 s 3'4 3.4 3'4 3 4 _ ----- 2 - - - - - 12 1 1 I 1 ' 2 2 3 24 04 Three Second Gt'ct Wind 16 1 1 1 '- 2 2 3 3 l Ri 90 Intl 110 12'•) 1?0 140 15(1 Speed(mph) 20 I i 2 2 2 3 3 4 l' j 13„ttom Plat.to F ourdan.,n Anc!,or 13.,ts s•1' ,.) 1 ' < 2 3 3 4 5 Connection Resisting Found,i:;un Sapporin Maximum Anchor Soh Sp ging(in) W 2 3 3 4 5 5 �� l t U 1 2'Anchor(;alt; 1 c,nr ec ?0 32 ' 2 ' 5 ad. l f'; 9! 1's S .a s ( v k ^ (I : 1 , 4 4 6 mitt ICE��` :leet�rlt"@ for �Q®f Live �r.> drto� Lca� Lateral and She.,r Loads -.- ------- t6 3 3 d S 6 7 - ----- - - i x"Ancnor};vitt, at 32' D.C. I I sone 45 12 1 1 l I 2 2 2 2 ' r'1 E Dead Load Accumptinns:Roof Assembly DI,- 10 psf I ' Prescripi,tc I:rmt,are hasetl on asc:'mpfons in Table 3.2_ 16 1 1 1 2 � 2 3 3 � When anchor bolt,.arc used to resit uplift.lateral,and shear loads,the mavimurr anchor holt spacing shall not exceed the lesser of the tabulated r0 1 1 2 , 2 3 3 4 r T� Q z %::lues for uplift loafs(Table 3.2C)or lateral ani shear t tads(Table?.2131. For other archor holt limitations see Section 3.2.1.7 acid 3.2.2.3. Roof Lite ,"„C if%•+' t7r'c' c p e r s- F,-t z 6:I2 24 1 I 2 _ 3 3 4 4 f,s .. s i t .•. .T .#•, AS..,n,.1 •:l0'': ' Tabulated anchor halt spacin?s for late al and shear Ioa<'>assume tt'ails are sheathed in accorda•;ce ori h Secrnn?4 4 2. For other"all sheathing Cirottne{Snow Load W O z type,the tabulated anchnr hal[apacn)2.shall he d%ided by the appropriate she3thme nTe adjustment fictor in Ta'•te 3.177),but in ro ca,e shall. 2R 1 ' 2 2 3 4 4 5 Land cy arct!it holt sp-tcir^;cxce:e,.6 feet on cent,cr, 3^ 2 2 , 3 3 4 5 5 20 sf 3O :f 5O sf 7t) sf I--I ' For toper second gust wmtS specvt:k�reatrr than It)mph.with a tabulated late-al talus from Tar,le 3.5 greater than 262 p!f,lateral cnnnectinns sh Ill 36 2 2 2 ; d 4 5 6 ---..__ pa H Q he detenrimod uwia the haads fro•n Tahl-3.5. 12 1 1 1 1 1 2 2 ' Sp;In A{inirtunt rn 16 1 l 1 2 2 2 2 3 5hrathine Ts pc Rar`r+g,or Thickness Rat!erTntes Spicing. (in.) Gra,lr lin.) 2n 1 1 2 2 2 3 3 3 7:11-12:)2 ''4 1 1 2 2 2 3 3 4 V.oadSt'vel,urill l"anels 2.10 s'S 24 24 It}.2 16 ^S 1 2 2 2 3 3 4 d (Shca•h:in•p Gr deq,C-C. 21 1!. 7 6 24 'd 10.2 1ry.2 t� O n , C'•D.0511) :� 16 15 32 24 24 24 10-232 Q1 N Table 3.2C Sill car Cottom Plate to Fewidtition Connections (,.r�chor Colts) 36 2 ' 3 3 � 5 6 40 2n 1[7 32 24 '4 24 24 0 r'e_istin Uplift Lords from Wine, - $` "s d” - �X}�L�51I1'E' 4' 2:'32 24 24 24 24 Q z Tn'-nlared connection requirements shill be permitted to l,c multiplied b}'0.70 ter framin,_not located i%tt!nn S tcct of building h 24 O z (Prescriptive Alternative to fable 3,2) c,�m,r, Wood Sir:'cttinfl r,In:ls 16 0 c_ 1!>32 24 24 2-t 14.2 o -- - - -- -- - - ---- -- = Tabulated ridac connection loads assume a building located in Exposure B. tingle hl,W,r Gradcs• W ~ r Tabulated connection requircmcnts are based on to al up!i l mim:s 0.6 of the roof arse r,hly dear?load(0.6 x 10 psf), l:ndrrlatrtr^t.C-C 214 , ,4 ,4 C4 Three Second Gusi Gird (i'e• - '- '- ` Q P. Q 85 90 1M 110 120 13n ]a0 150 a Tabulated conneciion requirement;are based on a 12 inch rid•e strap s acing,f,r different ridge strap. acing,multi 1°the plttc ecd) Speed,m h) 6 P-P• sl' p) , - 1. 2 ' 11 3..o.c. i ;; ..1 _4 4 ,.4 L�,,nom}'late to krundanon rtnct:nr float tabulated values by the appropriate multiplier below: 4�o.c. I _ _1 .s -4 `4 TTIESE PLANS ARE AN ('nnnr•ction Re cistin� Foundation Supporting, \taxir.tum Anchor Br+lt Si,acing(in.)1,2 32' D.C. Ridge Connection Snacine,(in) 12 16 19-2 24 4R i2 INSTRUMENT OF SERVICE _ H'knd/ones pl a Loiter 111)ard Snoattiinh «4 Mul.' ti r l.fN1 1.33 LA0 1,00 4.(10 6.Ci0 Uplift i nods I-3 Srclries ,2 'u 40 3u z; Zt 25 23 q„ qua!to i and the framing is attached in accord ince%l ith or tnnI:ly 5'k 19.2 1/ 12 12 �i'hen lite tahul:t!�•d mut;brr ttf alias required teed in each end of the strap is e �t � AND ARE THE PROPERTY Interior Zones Tah'e 3.1,th:e ridge stem and addi!ior it nailing is not required- or Ctiiih' OF THE ENGINEER. 1.3 stares 72 72 <' 45 t� ?? 31) 27 r,.l ALTERATION OR ADDITION ^ �4'hrn a roll Ir tic is used in tie+t of a r.dge%trap,the number of IOd common na+IS required in each end oft":call;r tic need not ' I'rescnptiac h-rr:are based on assumptu,ns in T alhle 3.2. C+manna 3 24 14? 19.2 16 TO THESE PLANS IS A rtceed the tabulated nun l-er of Rd common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need VIOLATION OF SECTION - When anchor hr,![s are use,1 to re,i�'t uphR,lateral,and cheap loads,the maxitnurn anther belt spacing shall not exceed the lesser of lite tabulated C',iltty not exceed ahs t htilated mtmher of 10or d box nails in a steel step. 7209 OF TIE NEW YORK %alvei for upliftk,atls(Table 3.2C)or late-^t and shear bads(Tehlr 3.2131. Fur other archor bolt lin nations see Section 3.2.1.7 and 3.2'_.3. STATE EDUCATION LAW. SEAL : R301.2.1.2 Internal Pressure - Windows in buildings located in wind-borne debris regions shall Section R308 - Glazing Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, other than 6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the OF lE have glazed openings protected from wind-borne debris or the building shall be designed as a R308.3 Human impact loads - Individual glazed areas including glass mirrors in hazardous locations the required exit door, a landing is not required for the exterior side of the door. weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an ��P�\G� P C partially enclosed building in accordance with the Residential Code of New York State. Glazed such as those indicated as defined in Section R308.4 shall pass the test requirements of CPSC 16CFR, impervious moisture barrier. P Y g R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the 7. Wood furring strips or other wood framing members attached directly to the interior of exterior I( � X' opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of part 1201. Glazing shall comply with the CPSC 16 CFR, Part 1201 criteria for Category I or masonry was or concrete walls ow gra walls belde except where an approved vapor retarder is applied permitted handrail height and below the required headroom height. Handrails shall not project more L eu ASTM E1996 and of ASTM E1886 referenced therein. Category II as indicated in Table R308.3. than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and between the wall and the furring strips or framing members. TABLE 8308.3 below the handrail height, including treads and landings shall not be less than 31.5 inches where a �� e30 E.tlNtt+,1URT CATEGORY CLASSIFICATION OF GLAZING OFESSIONP Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 ------ - --� handrail is installed on one side and 27 inches where the handrails are provided on both sides. Section R320 - Protection Against Termites GLAZING IN DOORS feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut I ( GLAZED PANELS I GLAZED PANELS AND ENCLOSURES 8320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of I GLAZING tFJ STORri � REGULATED BY I REGULATEDBY i REGULATED BY Attachments shall be provided In EXPOSED SURFACE OR COV31NATION GLAZING IN 1 ITE:".!7 OF SECTION!ITEM 6 OF SECTION i ITEM 5 OF SECTION SLIDING GLASS R311.5.2 Headroom - The minimum headroom in all arts of the stairway shall not be less than 6 feet Protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with to cover the glazed openings with attachment hardware provided. P AREA OF ONE SIDE DOORS DOORS R348.4 R3tt8.4 8308.4 DOORS PATIO TYPE P y _ accordance with Table 8301.2.1.2. OF ONE LITE ; (Category cuss) (category Class) (Category class) i (Category Class) (Category Class)_ L(Cnteaory Class) 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section X23.1, naturally termite resistant wood or physical barriers such as metal or plastic termite shields),TABLE 8301.5 9�cl 1t or 1e„ � 1 ! I NR' I 11 it of the landing or platform. ( p s e ds), or any combination of these methods. MINIMUM UNIFORR"LY DISTRIBUTED LIVE LOADS afore than 9 sq ft 11 i If if it I [( f ►( _.�(in pounds per square toot) --- - _USE LIVE LOAD ForST. ' ",",r:'""t=".t"'�°"' . R311.5.3.1 Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured NRmean,"NoRiyciremcat:• Attic,%0h limited slor.we't' _ 'N ? vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION IAtti without sti+mi,c' 10 � stairs shall r.ot exceed the smallest by more than 3/8 of an inch. Section 8402 - Materials R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the Decks' --- -.-�:(1 purposes of glazing: 8402.2 - Concrete - All Compression Strengths for Concrete Basement Walls, Foundation Walls, 'rEstcrior bal�onie, _ _ +n R311.5.3.2 Tread depth - The minimum tread depth shall be 9 inches. The tread depth shall be Basement Slabs and other Concrete Structures shall comply with Table R402.2. , 1. Glazing in swinging doors except jalousies. F_4 Fire e,ca><'� all (_ measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a c,,;trrfr;,;t..,n,.i nrt{t,ar;ril,'t tut) 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not ` Section 8403 - Footings Guardrail,in-till,;on,Pt,n,.t,' 50 closet door assemblies. exceed the smallest b more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 ----------�--- Y P TABLE 8301.6 1'a„en er vehicle 2ara2a2e,' 5W - 3. Glazing in storm840321 General - All exterior walls shall be supported on continuous solid concrete footings which doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads w MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Room"vther than sloe it r<,<,n„ 4tJ shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the W PER SOUARE FOOT OF HORIZONTAL PROJECTION - ' .. , 4. Glazing in all unframed swinging doors. shall have aminimum tread depth depth of 6 inches at any point. Within any flight of stairs the resulting loads to the soil within the limitations as detennined from the character of the soil. Footings w I TRIBUTARY LOAD@D AREA RJ �`-c'j,ittt rn"I,a, _ ;iJ 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and greatest winder tread depth at the 12 inch walk line shall not exceed the smallest by more than 3/8 inch. g SQUARE FEET FOR ANY , Stairs �, shall be supported on undisturbed natural soils or engineered fill. STRUCTURAL VEVBER showers. Glazing in any part of a building wall enclosing these compartments where the bottom Winders are permitted, provided that the width of the tread at a point not more than 12 inches from the SLOPE o to 200_ 201 to Goo Over 600 f,+r Sf side where the treads are narrower is not less than 10 inches and the minimum width of an tread is not �- ROOF ---- l I pound-4 d5 N. exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking Y 8403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table 8403.1 jFlat orri�e Icy,than4 inc'hc-,per �(I f�, f� ,. et:,,t,- ,,.,r,,,,r,,,>,r�,h;,tt14�:,,,,.,{,f;nr, r;,,,a��x�_i ,tin,,,,,,,,,,,,, less than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side �7 f«,t(l:?) J p!,cd rner a_0-,quare-inch area. surfaces. H d- Ri<c 4;rich., r fcN,t(1:;�[t� i f, IJ i ti An-lie,t„attic space,meeting(he requirement,in Scetion R�rt2.4,1 for 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge Where the tread is narrower. n r'e #4 REiNF-ORCINS c\ N M Ir„than 12 inches ,•r RN,t 0:1) ro{c-ntinnalcrilntJ jni,t.and5cctit�nR !y_.l ).%tartns,�c,. Ariccwithout --,;than 12 Inc - r--- ,tnr.{'earet},,,.cccherrtl?:trial:rnumclearhei�hthet,cecnj{s,tandrsftrri� T PAR " tr»REJNFORCtt.G is within a 24 inch are of the door in a closed position and whose bottom edge is less than 60 inches ,J3 1hJ MIN, BAR Rise 12 inches inrft,tot(1:1) i, f, 1, les,tlan42inche,.orwheretherearenot t,oormoreadt.,eentlR,,,e,cti,!t R311.5.4 Landings for stairways - There shall be a floor or landing at the top and bottom of each j --1 LEIIGTtt +- 181N MIN LENGTH -vo greater w _ tt{e sante w ch c onfirttrarnn c:tpahl:°cif t't+ntainin, a reet;n,s t+ ,meet;hi t, above the floor or walking surface. - `- b} 2 I'm w i 1c,or greater.located within the plane of the tn,ss.For alurs stairway. I'or Sl: 1 cqusrc fc*4=ft f19:°o m',t p a,nd Ix'r,gsare lK,t-t1.tcJ'`>LNfir=, a i,hotn,toraL•e.tiro i„r In:t,I need not he a>,un,vJ to ai l cnn,:urTentic w ith 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 z �' - •". ,� z inch per ft��+t=it 111t?3 n,m`tn. ane other Inc h+rid rrquirenx-nh. ",, ^�, and 6 above, that meets all of the following conditions: Exception: A floor or landing is not required at the top of an interior flight of stairs, provided a door f, I TABLE 8301.7 1e led MAly, M ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSAb` 7.1 Exposed area of an individual pane greater than 9 Sq. Ft. does not swing over the stairs. T ALLOWABLE 7.2 Bottom edge less than 18 inches above the floor. STRUCTL'iRAL MEMBER DEFLECTION ---- 7.3 Top edge greater than 36 inches above the floor. R311.5.6 Handrails - Handrails shall be provided on at least one side of each stairway with two or Raftershavingilslopes girt o r than�/►2 with no L/1e(1 7.4 One or more walking surfaces within 36 inches horizontally of the glazing. more risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches and fin;,hed ceilin��attached to rafter-, W �- _-- not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a W lnteric�r kkal',andL,rtitinn, II'I`;0 3ti iN t.^led +--+ Section R309 - Garages and Carports point directly above the top riser of a flight to a point directly above the lowest riser of the flight. #4 REINFORCING c O o W W Floors and plastered ce; be!% U360IJ240 R309.1 Opening protection - Openings from a private garage directly into a room used for sleeping Ends shall be returned or shall terminate in newel posts or safety tenninal. Handrails adjacent to a BAR G � U All t�thrr stnutural n,emben iJ31(1 `•r J 1II IN.rJ!iW LENGTH --- - --- purposes shall not be pennitted. Other openings between the garage and residence shall be equipped wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. NKYFFS:T= , Exterior m idk~,k ith plaster or stucco finkh W-16 --- Q with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device. The minimum,har sc thi;t r pp•r.in;ts st>.•+J area,.h•i11 rgn:{I the fn�tir.^thick n ,in th+,r{:n,irnred arr.n a The reinturcing h.v,vi in step!+rd ar,•a,shall e,tuat tt:r bar„te in those umteppe-t-1 arca, Section 8312 - Guards A min-mum of 3 inc hes cif accrete is requaed arnun,J all reinforcing bar,. V) l:aterinr u'alis--uind mads kt'ith yrrtt c lunsh�, ./_-#� --- Exterior xvali,-kk ind Ion(W with tlexihle finieltes L/120 -- R309.2 Separation Required - The garage shall be separated from the residence and its attic area by R312.1 Guards required - Porches balconies or raised floor surfaces located more than 30 inches NOTE:L-span feng-rh,I i-,p.an height. 1ioriZOrital Or Vertical Se Orations conforming to Sections 8309.2.1 and 8309.2.2. FIGURE 8403.1.5 P g above the floor or rade below shall have guards not less than 36 inches in height. Open sides of STEPPED FOOTING G E� a. The w ind lnad,hal.t�p�trmitted m he tal.en a,t).';tiim?c the Component;,rd g g P Claddingload;forthepurl,o,eofthedetennirint:deflection rrvit,her in. stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not _ � Z h, f4+rcanlilecer memherc.L,hat!hrt.{$.rna,ttticethe lrnktht+ftn<<,ntilker. R309.21 Vertical Separations - Where partitions are used to separate vertically an attached garage Section 8404 foundation Walls e. I t,r a!umimm,stn,ctnrsl ntrmf er,"m {net,n,eJ i n rt�,f,c,r,tall.t,f stm_ less than 34 inches in height measured vertically from the nosing of the treads. p` from the dwelling or its attic, the partition assembly shall have a 3/4-hour fire-resistant rating. 8404.1.2 Concrete foundation walls - Concrete foundation walls shall be constructed as set forth in n+oat additions or patio cover,.not supt��ortirg edge of Blas,or sand,tieh g P Y panel,.the total lout!dtllection,hall rot excet'd L/-N).For,antlwich pane 1, Tables 8404.1.1(2) 8404.1.1(3) and 8404.1.1(4). u,ed in roof,or tt alk of sUnroorn addition,orpitio eover,.the totalllon.l ae- R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas, w tlectitm,!{:tll not exceed L/120. R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from balconies and porches shall have intennediate rails or ornamental closures that do not allow passage Section 8303 •- Light, Ventilation and Heating the residence or its attic, such construction shall be protected with one layer of 5/8-inch thick, Type-X, Q of a sphere 4 inches or more in diameter. All Residential Construction shall comply with this section when referencing Habitable Rooms (8/o o suln boar installed in accordance with the requirements of Section R702.3. Openings in �'p � q horizontal separations shall not be permitted except where the residence is otherwise protected by Section 8313 - Smolce Alarms Automatic Sprinkler Systems and Carbon Light &4% Ventilation), Adjoining Rooms, Bathrooms, Stairway Illumination, Required Glazed vertical separations. Where the horizontal separation is a floor-ceiling assembly the structure Monoxide Alarms p Openings and Required Heating( 68° Min.). supporting the separation shall also be protected by not less than 5/8-inch thick, Type-X, gypsum TABLE 8401.4.1R312.1 Smoke alarms - Single and multiple-station smoke alarms shall be installed in the following PRESUMPTIVE LOAD-BEARING VALUES OF board or equivalent. __.___ 830326 Stair illumination- All interior and exterior stairways shall be provided with a means to locations. 1. In each sleeping room, 2. Outside of each separate sleeping area in the immediate FOUNDATION R"ATERiALSa i LOAD-BEARIN 1 Section R310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars PRESSURE illuminate the stairs, including the landings and treads. Exterior stairways providing access to a P (pounds per R310.1 Emergency escape and rescue openings required - Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels _ CLASS of MATERIAL square foot) a basement from the outside grade level shall be provided with an artificial light source located in the cr�,ctnrtt:t,'dr..et t2.ixx) every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an intervening door between the adjacent levels, a smoke alarm installed on the upper immediate vicinityof the bottom landing. SetrmrnIark and ft+liated r0A 4,WO U g emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story ---- - t) inches above the floor. below the upper level. When more than one smoke alarm is required to be installed within an sana� gr.tkct an t;,Ir =r;,kel(Ci\V amt GI't I 3.000 �w S;,nd,,ifl} ,and.stake\ sand,silts`ravel and Section 8305 •- Ceiling Height individual dwelling unit the alann devices shall be interconnected in such a manner that the actuation el:tke` Ir:,ket ! ,,n,,, R3051 Minimum Height - Habitable rooms, hallways, corridors, bathrooms, toilet rooms and R310.1.1 Minimum opening area - All emergency escape and rescue openings, except Grade floor of one alann will activate all of the alarms in the individual unit. The alarm shall be clearly audible 6W,Si},Stir,SC.G'k1 and Get dry g g q g Openings, opening q openings �' g CIa�,sandy eta},situ'ct.,�'.clayey sift.,ill faun rooms shall have a ceiling,height of not less than 7 feet. The required height shall be O enin s shall have a minimum net clear o enin of 5.7 Square Feet. Grade floor o enin s shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms and sa ndv silt I.;C0" measured from the finish floor to the lowest projection from the ceiling. a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire tel_.til.:h1i I and c11, warning equipment provisions of NFPA 72. Section R307 - Toilet Bath and Shower Spaces R310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. � Rhrn,t,rite,t,ar:rittui:rJhcSicti„nttlnl,J,th,alh+ttahleh uric.,cap.,r- � p P t� IF!i,lit Ifti,+,d,l',{! fe n::rt tsi ilii ri Cu,ti rl li❑.f.ih ntb. R3131.2 Power source - The required smoke alarms and carbon monoxide alarms shall receive their R l-,ri i !°i.,ie Ni it',an afh",t.,l+Ictit'~'ci,pm it N of th.r• 1,50', R307.1 Space required - Fixtures shall be spaced as per Figure R307.1 p.iarelit,i%t..f,_'p+ ,entAth_',t:e.theauo+..Ocieheartnecar:,:'it st.dlN. p q P P g R310.1.3 Minimum opening width - The minimum net clear opening width shall be 20 Inches. primary power from the building wiring when such wiring is served from a commercial source, and t t rm,nr,l b.a v,6{nvc,tivatwn when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent Height above finished grade - Concrete and masonry foundation walls shall extend above WALL WALL WALL ti"JAL L WALL the finished rade adjacent to the foundation at all points a minimum of 4 inches where mason a tea. a IN 4 it`d. 2 IN. J+�-- 8310.2 Window wells - The minimum horizontal area of the window well shall be 9 square feet, with and without a disconnecting switch other than those required for overcurrent protection. Smoke g J P masonry r� a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the alarms shall be pennitted to be battery operated when installed in buildings within commercial power veneer is used and a minimum of 6 inches elsewhere. P J emergency escape and rescue opening to be fully opened. or in buildings that undergo alterations, repairs or additions regulated by Section R317.1.1 TUB9 30 IN. 8404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has[IJ J Exception: The ladder or steps required by Section R310.2.1 shall be pennitted to encroach a R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the following sufficient strength and has been anchored to the floor, or has been sufficiently braced to prevent 21 iN WC t 30 IN 1 maximum of 6 inches into the required dimensions of the window well. locations: 1, Within each dwelling unit on any story having a sleeping area. 2. On any story of a damage by the backfill. W _ CLEARANCE r"'N, 1 _ dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment, U LAVATORIES R310.2.1 Ladder and steps - Window wells with a vertical depth greater than 44 inches shall be fireplaces or attached garages are located. A carbon monoxide alarm installed on any story of a Section 8405 - Foundation Drainage Z w equipped with a permanently affixed ladder or steps usable with the window in the fully open position. dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and R405.1 Concrete or masonry foundations - Drains shall be provided around all concrete and W a 24 IN.CLEARANCE IN' FRONT OF OPENING Ladders or steps required by this section shall not be required to comply with Sections R311.5 and equipment, solid-fuel burning appliances and equipments, fireplaces or attached automotive parking masonry foundations that retain earth and enclose habitable or usable spaces located below grade. SHOWER R311.6 Ladders or rungs shall have an inside width of at least 12 inches, shall project at least 3 inches garages are also located. When more than one carbon monoxide alarm is required to be installed Drainage tiles, gravel or crushed stone drains, or perforated pipe shall be installed at or below the area Q z C) WATER CLOSET from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the within an individual dwelling unit, the alarms shall be interconnected in such a manner that the to be protected and shall discharge by gravity or mechanical means into an approved drainage system. W - Z OR BIDET WALL actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms Gravel or crushed stone drains shall extend at least 1 foot beyond the outside edge of the footing and Q VIAL L _ window well. 15 IN. 1 5 IN 6 inches above the to of the footing and be covered with an approved filter membrane material. The O M z O �'� '� shall not be located within or near the openings to garages, bathrooms or furnace rooms. P g PP Section R311 - Means of Egress top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles E-t W ra Z R311.3 Hallways -The minimum width of a hallway shall be not less than 3 feet. Section R319 - Protection Against Decay or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock as least TU3 one sieve size larger than the tile joint opening or perforation and covered with not less than 6 inches w 83191 Location required - All construction within Nassau and Suffolk Counties is required install g � P g P o Tof the same material. 21 IN 211N. t R311.4.1 Exit door required - Not less than one exit door conforming to this chapter shall be an approved pressure treated lumber or decay resistant heartwood in the following conditions. r CLEARANCE CLEARANCE WALL provided from each dwelling unit. The required exit door shall provide for direct access from the 1. Wood joists or the bottom of a wood structural floor when closer than 18 inches or wood girders habitable portions of the dwelling to the exterior without requiring travel through a garage. when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the Section R406 - Foundation Waterproofing and Dampproofing TUB periphery of the building foundation. 8406.1 Concrete or masonry foundation dampproofing - Foundation walls that retain earth and o O R311.4.2 Door type and size - The required exit door shall be a side- hinged door not less than _3 feet 2. All wood framing members that rest on concrete or masonry foundation walls and are less than 8 enclose habitable or usable spaces located below grade shall be dampproofed from the top of the Q Q h � 1- in width and 6 feet 8 inches in height. inches from the exposed ground. footing to the finished grade. Masonry walls shall have not less than 3/8 inch portland cement WATER CLOSETS \WALL 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless parging applied to the exterior of the wall. The parging shall be dampproofed with a bituminous THESE PLANS ARE AN r++,sf: f inih-25.4 non, R311.4.3 Landings at doors - There shall be a floor or landing on each side of each exterior door. separated from such slab by an impervious moisture barrier. coating or 3 pounds per square yard of acrylic modified cement or 1/8 inch coat of surface-bonding INSTRUMENT AA1> ERTY OF SE VIC FIGURE 8307.2 The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section OF TI IE ENGINEER. RIWIMUM FiXTURE CLEARANCES lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall than 0.5 inches on tops, sides and ends. R406.2. Concrete walls shall be dampproofed b applying f the ablisted dALTERATION OR ADDITION PP Y a PP Yl g anY one oabove am Pfiaroofin g TO THESE PLANS IS A not be required to comply with this requirement but shall have a rise no greater than 8.25 Inches 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less materials or any one of the waterproofing materials listed in Section R406.2 to the exterior of the VIOLATION Or SECTION than 6 inches from the ground. wall. 7209 Or THE NEW YORK STATE EDUCATION LAW. SEAL : Section R408 - Under-Floor Space R603.7 Structural sheathing - Wall sheathing requirements & attachment shall conform to AF&PA CHAPTER 8 - ROOF-CEILING CONSTRUCTION R905.2.8.1 Base and cap flashing - Base and cap flashing shall be installed in accordance with 408.1 Ventilation - The under-floor space between the bottom of the floor and the earth under any WFCM-2001 Tables 3.11, 3.13A. Section 8802 - Wood Roof Framing manufacturers installation instructions. �p�E of 5 ISO PA building (except space occupied by a basement or cellar) shall be provided with ventilation openings R802.1 Identification - Load-bearing dimension lumber for wood roof-ceiling construction shall through foundation walls or exterior walls. The minimum net area of ventilation openings shall not Section R613 - Exterior Windows and Glass Doors be identified by a grade mark of a lumber grading or inspection agency that has been approved by R905.2.8.2 Valley flashing - Valley flashing shall be installed in accordance with manufacturer' r . I� 7 be less than I square foot for each 150 square feet of under-floors ace area. One such ventilation R613.4 Wind-borne debris protection - Protection of exterior windows and lass doors in building installation instructions before applying shingles. q q P P g g an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of m opening shall be within 3 feet of each corner of said building. located in hurricane-prone regions from wind-borne debris shall be in accordance with Sectioninspection issued by a lumber grading or inspection agency meeting the requirements of Section N _ w� R330 1.2.1.2. R502 Application - Mineral-surface roll roofing shall be installed in accordance with the �� 8502 - Wood Floor Framing. All framing in these construction drawings assumed to be Esso � R408.3 Access - Access shall be provided to all under-floor spaces. Access openings through the Douglas Fir Larch No. 2 with an E value of 1,600,000 psi and an Fb value of 87.5 psi. unless Residential Code of New York State or the Manufacturer's Specifications, whichever is greater. �FSs�oNNV�`' floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16 R613.5.1 Anchoring requirements - Window and glass door assemblies shall be anchored in noted otherwise. inches by 24 inches. When any portion of the through wall access is below grade, an areaway of not accordance with published manufacturer's recommendations to achieve the designed pressure CHAPTER 11 - ENERGY EFFICIENCY less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the specified. R802.2 Design and Construction - Roof-ceilings shall be designed and constructed in Section N1102 - Building EnvelopeT threshold of the access opening. Through wall access openings shall not be located under a door to accordance with AF&PA/WFCM-2001 and ASCE 7. N1102.1 Thermal performance criteria - The minimum required insulation R-value or maximum the residence. Section 8703 - Exterior Coverings required U-factor for each element in the building thermal envelope (fenestration, roof/ceiling, opaque R703.1 General - Exterior walls shall provide the building with a weather-resistant exterior wall R802.3 Framing details - Rafters shall be framed to ridge board or to each other with a gusset wall, floor, slab edge, crawl space wall and basement wall) shall be in accordance with the criteria in , CHAPTER 5 - FLOORS envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The plate as a tie. Ridge board shall be at least linch nominal thickness and not less in depth than the Table NI 102.1 or Table N1101.3.5 for electric resistance heat. exterior wall envelope shall be designed and constructed in such a manner as to prevent the Section R502 - Wood Floor Framing cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 accumulation of water within the wall assemblyb providing awater-resistive barrier behind the R502.1 Identification - Load-bearing dimension lumber for joists, beams and girders shall be y P g inch nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters One-and-two-family dwellings, with greater than 15-percent glazing area; townhouses, with greater exterior veneer as required by Section R703.2. than 25-percent glazing area; and any residential building in climates with HDD equal to or greater identified by a grade mark of a lumber grading or inspection agency that has been approved by an shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute q accreditation body that complies with DOC PS 20. In lieu of a grade mark' a certificate of inspection the specific load at that point. Where roof pitch is less than 3 units vertical in 12 units horizontal than 13,000; shall determine compliance using the building envelope requirements of the Energy R703.2 Weather-resistant sheathing paper - Asphalt-saturated felt free from holes and breaks, structural members that support rafters and ceiling joists, such as ride p valleys, Conservation Construction Code of New York State. issued by a lumber grading or inspection agency meeting the requirements of Section 8502 - Wood pp g j g beams hips and Valle s Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be shall be designed as beams. No. 2 with an E value of 1,600,000 psi and an Fb value of 875 psi. unless noted otherwise. applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or PART V - Mechanical material shall be applied horizontal) with the upper layer lapped over the lower layer not less than 2 All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Ducts stems W PP Y� PP Y PP Y 8802.6 Bearing - The ends of each rafter or ceiling joist shall have not Less than 1.5 inches or Y g gY systems, w inches. Where joints occur, felt shall be lapped not less than 6 inches. Combustion air, Chimneys and vents, Special fuel-burning equipment, Boilers/Water heaters, a W 8.502.6 Bearing - The ends of each joist, beam or girder shall have not have less than 1.5 inches of bearing on wood or metal and not less than 3 inches on masonry or concrete. H dronicpiping, S ecial piping and storage systems and Solar s stems must comply with and be bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported Y P P P g g Y Y P Y 8703.4 Attachments - Unless specified otherwise, all wall coverings shall be securely fastened in installed in accordance with Part V- Mechanical of the Residential Code of New York State. t-+ in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist R802.7 Cutting and notching - Structural roof members shall not be cut, bored or notched in hangers. accordance with Table 8703.4 or with other aluminum, stainless steel, zinc-coated or other excess of limitations specified in this section. g corrosive-resistive fasteners. CHAPTER 13 - GENERAL MECHANICAL SYSTEMS Z rn R502.7 Lateral restraint at supports - Joists shall be supported laterally at the ends by full-depth R802.7.1 Sawn Lumber - Notches in solid lumber joists, rafters and beams shall not exceed one REQUIREMENTS W TABLE 8703.4 Section M1305 - Appliance Access solid blocking not less than 2 inches nominal in thickness; or by attachment to a header, band, or rim WEATHER-RESISTANT SIDING ATTACHMENT AND M1N1�?URA THICKNESS sixth of the depth of the member, shall not be longer than one-third of the depth of the member Ph joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. i TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS6td and shall not be located in the middle one-third of the span. The tension side of members 4 M1305.1 Appliance access for inspection, service, repair and replacement - Appliances shall be - J � J g , P PP P Foan, inches or greater in nominal thickness shall not be notched except at the ends of the members. accessible for inspection, service, repair and replacement without removing permanent construction. NOIAINAL SHEATHING Wood or wood Fiberboard Gypsum PtasCe, 8502.7.1 Bridging - Joists exceeding a nominal 2 by 12 shall be supported laterally by solid THICKNESS" JOINT PAPER structural sane( sheathing into sheathing into sheathing J Direst to Numberorseating� The diameter of the holes bored or cut into members shall not exceed one-third the depth of the Thirty inches of working space shall be provided in front of the control side to service an appliance. � Z '- SIDING MATERIAL I (inches) ! TREATMCNT PEOUIRED sheathing stud stud into stud ! stud.- of fasteners + P ----- - - --- - - -jf Room heaters shall be permitted to be installed with at least an 18-inch working - - - --- space. Aplatform blocking, diagonal bridging (wood or metal), or continuous 1 inch by ' inch strip nailed across the C + '� No Lap0.1'11 nail I1120nail 01_10n,fi1 0.12:1 ' Not member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any h P g p M bottom of joists perpendicular to joists at intervals not exceeding 8 feet. \\ t;,lila /: i',1t '' lane �' !=,n;, n:ul a"=+,tie other hole located in the member. Where the member is also notched, the hole shall not be closer shall not be required for room heaters. in,ttlafua, ,, ( ') �i Nr, [Iorilowai I 0 I..1 nail 0 120 nail 1 l_t nail 0.1_1 t Sar,,a,,rttd than 2 inches to the notch. CL4 Q (1022 La, No I'1."L,n litlin;nn°,' "'"",= ="'„n.! "''"' "'`'°""' `'''"""• M1305.1.2 Appliances in rooms - Appliances installed in a compartment, alcove, basement or �"� C/) a 8502.8 Drilling and notching - Structural floor members shall not be cut, bored or notched in excess With 0.1 nail 0 120 flail 0.120 nail a1,,1 o.l2t,Rail rr 0 019 La - similar space shall be accessed by an opening or door and an unobstructed passageway measuring not V w L>~ of the limitations specified in Figure R502.8. thuu p '''_=I_" "!"'"°'' 2''"Ir,nt. n,"' "-"'"n`' 8802.7.2 Engineered wood products - Cuts, notches and holes bored in laminated veneer P g P g y g L--______ Prick%eneer lumber, glue-laminated members or I joists are not permitted unless the effect of such less than 24 inches wide and large enough to allow removal of the largest appliance in the space, Ccnerctr nia,=,nn S_':u it R7,O }'et(Note Pau Ser Sectinn R701 and Ficnrc R703'r � � provided that a level service space of not less than 30 inches deep and the height of the appliance, but o w W renccr _ i penetrations are specifically considered in the design of the member. -0.3 VAX,1 I i -- --- ---- - ; not less than 30 inches is present at the front or service side of the appliance with the door open. Ilanih= L NO NOTCHES -s7 7/„ Note p Sce•R70 i_ N,de o i,�ure 0 Noie p Nl•(C O Noto U 12"IRtrT.S❑ P �hrMAx jF P[a: I;FD -�I 4. ' 0 1.'AX. ' Px1c] hlia;'-tort;r.'' _ i = _ 8802.8 Lateral support - Rafters and ceiling joists having a depth-to-thickness ratio exceeding 5 M130S.1.3 Appliances in attics -Attics containing appliances requiring access shall be provided IY. It.trdl,n;ire Stein( / NoIc c Sec 8"03._' Noic t{ Noro q Ncotc q t Nole q Nuic q S:lmr.a„hn1 PP g PP q g ' D F MA �� _ to I based on nominal dimensions shall be provided with lateral support at points of bearing to I } with an opening and a clear and unobstructed passageway large enough to allow removal of the -L,, i!l,:r.!'x,:,te fill Nr,t< r l t, N,a, q lute tl Nole q NrItc q Now q 2{ t(x'.,(113 prevent rotation. FLoea.lasT c=NrFRcvts I ap,H!fitt'-hort„ttlt:il - P largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet in i! 0 113 nail 0! ,y ell. I ap No il13` 11).113 nail 1'/," 0.113 n.nl:/," Not Saille a„nl.t length when measured along the centerline of the passageway from the opening to the appliance. The N i I " na '''""'`` 1'"i"" R802.11.1 Roof tie-down - Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq. Ft. passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches Z St.lplr` 2 st..,i„n R 701 ,_r,(Note se,Section R'i,3 and I i,,!vTe R 701:x' or greater, as established in Table 8301.2(2), adjusted for height and exposure per Table wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides t t 'Sirrt< tcru'cr I 1 -� h,lbox nail.' R301.2(3), shall have rafter or truss ties provided at bearing locations in accordance with Table of the appliance where access is required. the clear access opening dimensions shall be a minimum of 1 1 r -.!/. rd I,\n ri fxl n,,,13,!11 ' rad Max r.1d lboxii'lil, vn.,t (,"P,,;,�!r<!,•r 8802.11. A continuous load ath shall be rovided to transmit the u lift forces from the rafter or�C'48'4X,. ( 1 _ ____ _es ! InIL•r %til, p p p 20 inches by 30 inches, where such dimensions are large enough to allow removal of the largest dote Note 1' &I tale 13,111 Sat h=Iv n:;1 8d box nail hili nal!' Ni Inox nail truss ties to the foundation. Wind uplift pressure on roof assemblies shall be determined using an appliance. FLOOR JOIST -END CUTS 1 Plyuaiat p;n5e11 °, 1:,,t,,�, (1.0'1'(nal!-'_,, 11 113 r.+ii 2'/." O.ftool nail r n.i l3 o-1>•rJ fi,aD ritpr, effective wind area of 100 Sq. Ft. and Zone 1 m table 8301.2(2). Q Icueriorera.le) n.lil' n.1ii--�" M1305.1.4 Appliances under floors - Underfloor spaces containing appliances requiring access shall (1.121) , be provided with an unobstructed passageway large enough to remove the largest appliance b M X DFROlA i 0120[):I;l I /."I Il.l_OR.ri1_" 0120mlil2' N„t s.lnl<ii,stud Section R803 - Roof Sheathing but not Stuplc-I ,, C St,lr!e _ 1 nail,stir-PCR1 intl,!din.r_' 00''1 la{, Nit ,,, 1, ,�;," Sia le-'_'!." a11=,acd •pdc;n,, st, t - less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches r- \,, ,• Face n iii ' 1 Ill R803.1 Lumber sheathing - allowable spans for lumber used as roof sheathing and the wide shall be present at the front or service side of the appliance. 1 I 0 �`� -= f!"ui+Leto, I n.lit attachment there of shall confonn to AF&PA WFCM-2001 Tables 3.10, 3.12A 3.12B 1 I Sh p,,p `/,`:1tcr rj 0 1�; leer t4::tT;tr•.," t ' O's Ik4X i Lap - \_, Fa,enu p,mrdiioll into afire-1" nail J-" ,, ` JCHAPnits' _1 -'lR _ St,p,eNit``'na,,,,e'`r Section M1306 - Clearances from Combustible Construction _nail, o Ilu't d{' Jl,,, Lap No Ix'dnrn. TER 9 - ROOF ASSEMBLIES z - -�- - -- ---- - - �- - -- M1306.1 Appliance clearance - Appliances shall be installed with the clearances from unprotected O RAFTER.'CEILING,JOISTS(RIIV 7 t) dd 11i •r crn,rtu panel ane( Yet bd coos„loll fid Com„xm hJ corrosion a`rr ,i,,n h"oc(in erl,.r� Section R905 - Requirements for Roof Coverings combustible materials as indicated on the appliance label and in the manufacturer's installation a `fall I 'Notet � - 12"Oi on Not,-}' reir,tant n'.i;! re,w.int nail n:6,tntit nail' rr,t,tan+ R905.2 Asphalt Shingles - The installation of asphalt shingles shall comply with the provisions of instruction. U n.ril` il`h'rinetl.,tlkt, it trvn't„i„n this section. w Fibereem.'rit I'll,mc:ne J �<,,,.u '" fid Ell f~'t'i'rr`.i,'R Hca { rocion ! M1306.2 Clearance reduction - Reduction of clearances shall be in accordance with the appliance q D's(,tax NI=tc re4F,tdnt nail` re,i,tant nail' re,i,tant nail" n,t,tant ^_,c x - -- ":-'t R905.2.2 Slope- Asphalt shingles shall only be used on roof slopes of two units vertical in 12 units manufacturer's instructions and Table M1306.2 For S1: i inch=2>.4 W11 t( a. Ba,ed on,hid spacine of iG incheson center\\'here stud,are,pa:rd 2-1 inche,.,;,lint.,halt 1-applied to hvail•int,arra,ed t„T that,p.w in„ horizontal or greater, For roof slopes from two units vertical in 12 units horizontal up to four units TABLE 11,11305.2 Nail;,a e:neral dc,iripuon and,hall M i-h:all,modified round heart,or rum„(head vt ith linooth or dcfnrTned shank". REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION°'°aa'a,+.:, - l in 12 units hori vertical zontal, double underlayment application is required in accordance with -- - -- --------- -- PIPE OR COND'J'T St.ipl�,,halt}lave:I rnin.tnnnl cno•.t n ct idth of'/,�, inch OUt,h!e&n nelet drill til'RLtnut:l:tllrcd at n,irt;inun,1 No. 16,n.go%\IT, (� ^J WHERE THE REQUIRED CLEARANCE WITH NO PROTECTION FROM APPLIANCE, 21" FROM TOP I Nail,„l,1.1p1c,,hall IValtifllinnm,g:dvaniied,tar riot-prcv entivo cowed:Ind,h.di ht'driven into the stud,for hhcrh„ard or r7 Plum h.,a.t!1C. Section R905.2.1. VENT CONNECTOR_OR SRJ;LE W ALL 1.,ETAL PIPE IS. :MIN AND POTT01A O°Jol ETI' inches 18 inches 12 incF« I 9 inch,.-_ 6 orches C TACTUAL D`.'PTH, , � � - - Alumtnum nath,a�L 1>t tiled attach ahnnn,l:m Buhr+. . >1111P,Irnn:!t)t11 t1 inch,Stlail Ile llnt,3CI:Cd onlyt\filo the P,,;1x 111,1,rn p.l„el,t milt li it1 iRi hr,:loll the 11,Ix 111'llttl f)d1:)ilea t, me lies.The U,lernrc e for ahitnin+tm TYPE OF PROTECTION APPUFO TO All-Able clearances with specified Protection(Inches)' ----.------- AND COVERING ALL SURFACES OF Use column t for clearances abova an appliance or horizontal connector, W r COM^USTIRLE MATERIAL R^THIN THE n f)r " 1, � T ,i„ 1 I t ! `i 1 inch of t!,, n f.it il.,l Vail k n n , 1 Mar s in n ':a a a' nose r n -I d np"h ill tx R905.2.3 Underlayment - Unless otherwise noted re uired underla ent shall confonn with ASTM OtSTANCESPECIFtEDA$THE 05"�Go un"2°c "ce ^o ° "°P nc Vertical c' =o a dsi'p'rwe metal pix. RK Sl I irnh=2�.3 mm q yin '. ItM,ard<alp.,mei<arrapplirdovershrathincnraurather-re:i;tantmin�hranr.j=,mt,nrt•dn=,t!,etreared (�t'rcrrui,t•.+ori!r.djninh,h:d!,ti•;urat,rna,:tn,!t+ecuc- � I REcularDct.EaRaticEw!rHNO sides and sides and Sides and sides and �siresend recd H n°l filo(("n or hc•l.ir` d. �PRO7FCTION TREE Fiqures A•f306 t and Above rear Ahova rear Above r-ar Above rear Above ( ran pe D 226, Type I, or ASTM D 4869, Type I. Self-adhering polymer modified bitumen sheet shall i 1 .. ld 13061 _ _ ;column 1 column 2 cglgmn 1 column 2 cmumn 1 co'umn 2'column i column 2 column 1 .1-112 FIGURE 8502.8 1, Ala a'iachmcntc(!:ail he cox, with a corrosion-rc•,:,(ice coatin - 1 tell-ta:h thi:A m.,r,,rt:tall _ , _ - -- , _ c CUTTING,NOTCHING AND DRILLING Shall hr of approved t,{e. comply with ASTM D 1970. o.ith=un,sniLikd:u.Flirt ' 1" ,n lt«'Inntrrl er1-in,h tilt r=,r nun:re!,u 1 R.502.9 Fastening - Floor framing shall be nailed in accordance with Table 602.3(1) Where posts 8703.5 Wood shakes and shingles - Wood shakes and shingles shall conform to CSSD Grading R905.2.4 Asphalt shingles - Asphalt shingles shall have self-seal strips or be interlocking, and ,._•:,_'tsheet mci,illncr I-inncLle., I liln•r nt nunr;al t'o"!h;^, IR I L' 9 (• b S and beams or girder construction is used to support framing, positive connections shall be provided to Rules for Wood Shakes and Shingles. comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic rcir':'r:,:J,,'h""`witr:"'•he R 1111\_rtI',:lrl1:111,,Ice _ - ensure against uplift and lateral displacement. wind speed. I F 6 G -lima.j,�•,i,.., all),lrmil fed - ---- - - - . . .- - R703.5.1 Application - Wood shakes or shingles shall be applied either single-course or double _ : _ =,NiIS I i' it r, a 4 S , Section R506 - Concrete Floors (On Ground) course over nominal 1/2 inch wood-based sheathing or to furring strips over 1/2 inch nominal R905.2.5 Fasteners- Fasteners for asphalt shingles shall be galvanized steel, stainless steel, - - rf (' inf 1hll li;A ID,Lr,1ti„n hnsd tt ui' i IS I' 9 fi F J i _ 3 R.506.1 General - Concrete slab-on-ground floors shall be a minimum 3.5 inches thick. The nonwood sheathing. A weather-resistant permeable membrane shall be provided over all sheathing aluminum or copper roofing nails minimum 12 gage shank with a minimum 3/8 inch diameter head, -''" '`'' .Wc, � � i`�,..1,=•,h••t ,ceased ,•1391 t ' I rT� specified compressive strength of concrete shall be as set forth in Section 8402.2. with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch into I ""'f"""''.''_`'� °' '� Irr--�lI f 'elle., !.J,Jv.p.0 L 1. V h tu,tl than 6 inches. Where furan strips are used the shall be 1 inch b 3 inches or 1 inch b 4 inches the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate :I Jn t tihrrorn,inrr.I l„~,I g P Y Y Y � g P ,:..,I•,,t=hr=t',r!nrrnt,;,, j i � w R506.2.1 Fill - Fill material shall be free of vegetation and foreign material. The fill shall be and shall be fastened horizontal) to the studs with 7d or 8d box nails and shall be spaced a distance through the sheathing. Fasteners shall comply with ASTM F 1667. i ,fits(>''= E,rrl nlet,Ii '� i " `' � � j ' � g � Y P g b P Y compacted to assure uniform support of the slab, and except where approved b a registered design on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum III SI 1.r ;= 1r„ : I,'r,:rl'i.!"tali 1,1"1_•t,:'. t'=t. :'%I I I3t.1 i"rW1' t.; - P PP P PP Y g g P g H , . n kd hl. .. (mm.•mh:,! IL I..u.nd heli no:uar 1l1µ , �"h rn.n,,bdith�•.I.l:.:r:mer.rAn-'Ir`.and.:,,r � !-1 R905.2.6 Attachment - Asphalt strip shingles shall have the number of fasteners required b the h t•taar:,n,r, !e9Mnrnu•r=i;r,lnihe.nrlmarli _ ,.,1,�Jm,llxupt,,.tri..,,eq 1, trnnir,,,:!:=.e., nhu, n „anr,h.,l, lr,,,n,- Ca " professional, the fill depths shall not exceed 24 inches for clean sand or gravel and 8 orches for earth. exposure specified in Table 8703.5.2. The spacing between adjacent shingles to allow for expansion P P g q Y ,.I, z c7 manufacturer to vtrithstand a basic winds speed of 110 mph. Fastening method shall . '''"'"" `b''I h,"'e "' f11er''' "` "'" "``'' "p'' "'"'elk'`'" o z shall not exceed 1/4 inch, and between adjacent shakes it shall not exceed 1/2 inch. The offset p p g s a be tested in , ,,...,,,,,,<.,_,,.,,;,,,,,,.e:.,,.Tall�a'.,,r,1.nr.�,,;r.m4.inalrp,,,,;,,,n•„<a,.,;,,,,,,,..,,,,,h. 'hep„,„4,71.:'.,',h.�:,:rt ,:Irt,Vi:,„.,•., w � � � R506.2.2 Base - A 4-inch-thick base course consisting of clean graded sand, gravel, crushed stone or spacing between joints in adjacent courses shall be a minimum of 1 1/2 inches. accordance with ASTM D 3161, modified to use a wind speed of 110 mph. L,r:.h.l'h..o!r..,I,li.t: Ir.,r.,;rrr':,n,n,,lei,,,.,,,,,:,_.rh".ih! L, n,! i+„ fill.=,I:,':,,.,,,: ,,,.:E,:.,r:L,:,Air.,,:h,.. n 3 w I 11,. ,,,ter ,. x.Ln:a„_I:fl:n,ali e.,.,^nm era m:„ ,':,,iul:.er;••:ul,'n:n.hau hi(*•r-r!r,Jln br pr,a:J.,i h,' n nay(file+.nn,m and 1.,• crushed blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the t. \"'ate,, wail,^,t(,Ilia,:t13.h; hdr, hl rlet nr h„ail,oel:hale e mrn;r;um.irn,in of X p,am_I.t~..:uF:.1,*4:13.' „uI, r :nt.d LSL!,E. IV--I Q� QQb•r••'t V I• 'b, slab is below grade. R905.2.7 Underlayment application - For roof slopes from two units vertical in 12 units horizontal h n,.: r„!°, 1. n.,.:.,,.!,.=IIFe. h[rm.,! ni„<,f1flRlnm Ft r.,,,.:rr „•:,,:r1,n,i I [--+ W Q Z TABLE 8703.5.2 M Ira '.he f.+r-,•r i=a,.,manrhn'•�•'r n,.r,,,-' MAXR.1UL?WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS'h'` up to four units vertical in 12 units horizontal, underlaymnet shall be two layers applied in the ` ;:.,Z,,'il :" d,1, Ic\;`,:I4",' �� (Dimensions are in inches) _�_--�_ J -Vl,li:r.,n.e.a:,'11 r.!.u..,,�•.rcr�i:,,,mr, lam r.!,.::uu:,,r•1l!::Ane„r,.,re errept R506.2.3 Vapor retarder - An approved vapor retarder with Joints lapped not less than 6 inches LENGTH �---E-X-POSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE following manner. Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves, L I r.I "I" F•r., ,;:::'tai r m:,.,^lollµre•hc ter,,,,nt rh.•.!:v:n_en.!th.nmetl.I':r r',,,.,n.,:,nn. o -� �i - -- -- -- fastened sufficiently to hold in place. Starting at the eave, apply 36 inch wide sheets of shall be placed between the concrete floor slab and the base course or the prepared subgrade where Sh;R.at.,< PART VII - PLUMBING no base course exists. is I 7'/, 121,12F underlayment, overlapping successive sheets 19 inches, and fastened sufficiently to hold in place. 'T o 18 i,r is For roof slopes of four units vertical in 12 units horizontal or greater, underlayment shall be one layer All Plumbing Systems & Fixtures, Water Heaters, Water Supply and Distribution, Sanitary Drainage, o Q M - ___ Vents and Traps must comply with and be installed in accordance with Part VII - Plumbin of the o Q CHAPTER 6 - WALL CONSTRUCTION �~ share,., applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and P P y g w .� �, p 3 0 Section 8602 - Wood `Wall Framing 1e R'� 1'I starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be Residential Code of New York State. ¢ R602.1 Identification - Load-bearing dimension lumber for wood wall construction shall ber«r S1 1 inch-25n:1,4 i'�: - -m-- Is -- - offset by 6 feet. PART VIII - ELECTRICAL Q P Q identified b a rade mark of a lumber radio or inspection agency that has been approved b an Dinitefinion,€i%en are for No. I erode, Y g g g P g Y PP Y All electrical work must confonn to N.F.P.A. 70-1999 and be installed in accordance with Part VIII - THESE PLANS ARE AN '1. A maxi!nn it 10 inch ext`•„tire i,fvrmiitcd for No.,€rade. 8905.2.7.1 Ice protection - In all of Nassau and Suffolk County an Ice barrier that consists of a least INSTRUMENT Or SERVICE accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection A r„a,iintitr, I i inch rxro,,Ire ",'d f„r N,, �,r,,! Electric of the Residential Code of New York State. The inspection Agency providing the electrical AND ARE THE PROPERTY issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood two layers of underlayinent cemented together or of a self-adhering polymer modified bitumed certificate must certify that all electrical work has been installed in accordance with these Codes. oil THE ENGINEER. Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch together or of a self-adhering polymer modified bitumen sheet, shall be used in lieu of non-nal ALTERATION OR ADDITION underlayment and extend from the eave's edge to a point 24 inches inside the exterior wall line of the TO THESE PLANS IS A No. 2 with an E value of 1,600,000 psi and an Fb value of 87S psi. unless noted otherwise. g P VIOLATION Or SECTION building. 7209 or TIIE NEW YORK STATE EDUCATION LAW. SEAL : �j OF NE PFSC . 0'P �OFES S1ONP� O . , W EXISTING DECK ZEXIST. DECK TO W REMAIN (TYP) a w Z { \—EXIST. ROOF J I ( RAFTERS ABOVE TO I I z UP BE REMOVED (TYP.) EXISTING SUNROOM L _ a �D a � O o w W � I— II _ u _ -� - EXIST. DOOR TO BE REMOVED (TYP.) z EXISTING LIVING EXIST. WALL TO BE ROOM REMOVED (TYP.) EXISTING BEDROOM w I F EXIST. STAIRS UP I EXIST. FIREPLACE TO TO BE REMOVED Q EXISTING CONC. SLAB TO BE REMOVED IN ITS _ I I BE REMOVED IN ITS I I ENTIRETY ENTIRETY I EXIST. FLOOR JOISTS EXIST. WALL TO BE Z ABOVE TO BE REMOVED (TYP.) O REMOVED (TYP.) E~ E ISTIN w I � IATHROO � � - EXIST. WINDOW Q EXISTING DINING EXISTING BATH TO BE REMOVED ROOM KITCHEN O (TYP.) I / I REMOVE PART � 1 UP I h\ I EXISTING OF EXTERIOR � � ( EXIST. SINK TO BEDROOM WALL FOR NEW BE REMOVED WINDOW, TYP, SEE PLAN FLOOR EXISTING FOUNDATION S ING FOR ADDITIONAL WALLS TO BE REMOVED IN I I EXIST. ENTRY STAIRS TH INFORMATION 0 I� THEIR ENTIRETY I TO BE REMOVED 0 W Q LOWER LEVEL FIRST FLOOR W o z REMOVAL PLAN REMOVAL PLAN Q Q SCALE. 1/4"=l'-O" SCALE: 1/4'=1'-0' w Q Q Ww w O W) O u Q O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF TI IE NEW YORK STATE EDUCATION LAW. SEAL : OF N ko PPS Q� J� 11 I x_ w z �p 1930 O ` R =ss\oNP CD U W W W t� Z 0 � c`1 M — — — — — — — — — — — — — — — — — — — — I I EXISTING ROOF I M RAFTER AND CEILING JOISTS TO BE REMOVED (TYP.) i ►---� W d I a I I w I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I z I EXISTING ROOF I I I I RAFTER AND CEILING I JOISTS TO BE I w I REMOVED (TYP.) EXISTING ROOF EXISTING STAIR TO BE I I Q RAFTER AND CEILING I REMOVED IN ITS JOISTS TO BE ENTIRETY I REMOVED (TYP.) I I I I EXISTING DOOR TO BE I REMOVED (TYP.) I I I O I Ll EXISTING CHIMNEY TO BE REMOVED IN ITS ENTIRETY H a � I Q I I I I I I EXISTING EXTERIOR WALLS AT EXISTING WINDOWS TO BE SECOND FLOOR TO BE REMOVED (TYP.) REMOVED IN ITS ENTIRETY I I � I I _ I- - - -- — — — — — — — — — — — — — — — — — — — — — � I I I I I I I I I L - - - - - - - - - - - - - - - - - - - - - - - U z W H p � SECOND FLOOR W z z REMOVAL PLAN QMtn. ° SCALE: 1/4"=1'-0" w q w O CD Z Q N U O O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TIS NEW YORK STATE EDUCATION LAW. SEAL : 4 OF NEIN -10 INTERIOR AP' PASCA y0Q co I , i �A SOF E S S1ONP 3'-10" WELL WIDTH T-6" HT. 4000 PSI REINFORCED CONC. STORM LEACHING RING SECTION .N FOUNDATION LINE CD 6'-0" DIA., 8" THICK CIRCULAR c%) WELLCRAFT CLEAR WELL SLAB WITH NO ACCESS HOLE COVER ABOVE NEW 4" PVC (SCH. 40) / 5'-0" MIN. DRAINAGE PIPING, PITCH 1/8" \ — / EGRESS WINDOW WELL TO PER FOOT MIN. CONNECT TO \ / BE WELLCRAFT 2062 \ NEW DRYWELL. SERIES W/2062 op 51'-4" POLYCARBONATE COVER l — WELLCRAFT EGRESS 3'-8" 24'-7" 261-9" LADDER BUILT IN TO EXTERIOR MOLDED UNIT W POURED CONCRETE N. FOUNDATION WALL, 8"L. 3'-0" 5'-0" 2'-11" 8'-9" 2'-11" 5'-0" 3'-1" 2'-11" 20'-9" 6'-3" ENLARGED PLAN a w z SEE DETAIL FOR C? ADDITIONAL INFO-� \� 2 AT WINDOW WELL "{ zo 36" H. INNA-302 . MO O HANDRAIL SCALE: 1/4"=l'-O" POURED I I -10 W � - - - - - - - - - - - - - - - - - - - - - - - CONCRETE I - - - - - FOOTING, SEE % � E- I NEW CONCRETE � z I - --- -- - - r-, Z DETAIL FOR I � �•' I STAIRS, SEE I Z N 0 a ADDITI014AL INFO SECTION FOR ADDITIONAL p J ( I TOP OF EGRESS WINDOW 30"x30"x12" POURED O I 10" POURED CONC. _ - - - � 4 DRAIN � ` I INFORMATION m CONC. FTG. W/#4 @ 6" O p O I I �' - FOUNDATION WALL W/#5 � -1 [- �, - LINE OF EXTERIOR FINISH I `�' ~ I I O.C.E.W. a O Z I I REBAR @16" O.C. VERT. #4 - - I P I w O I I REBAR @16" O.C. VERT., 3500v— 1 H DN „ p p I ( PSI CONCRETE MIN. ON A W a r------------------- ------- r 3 I U _ l'-8"W. X 8" D. P.C. FOOTING N A-302 1 2 x $ (o `o .- C14 F- - - � � � O II,jZ - - - _ LINE OF GRADE SLOPE W1ox26 I f I - - - - - - - - - - I - - - - - - - - - - - - - - - - - I ;; AWAY FROM WELL M f 1' f L - -JI - - J - - - - - - - - - - -f- - I F - 4- - - - - - - - - - - - - - - - - � � I _ I � �- ; ANDERSON STORMWATCH � - I I I M I EGRESS WINDOW, SEE a 3 1/2" X 3 1/2"X1/8" HSS • WINDOW SCHEDULE I• L - - - - - - - `I H O1 BEAM POCKET BEAM POCKET I I 4 I z I -... I I z 04 ; I REINSTALL STAIRS I _ I - �_ -' EGRESS WINDOW WELL 18" POURED FOUNDATION I I d -f TO BE WELLCRAFT 2062 (o 1 I LINE OF WALLS I WALL WITH NEW BILCO DOOR I I -�.; SERIES M I ( 9A6 3 4ENT U) Z ABOVE (TYP.) I i WITH MANUFACTURER ( _ L________ ______________ 1 I „ � a PROVIDED NEW BILCO STAIRS I I m � . I kid I I _ � o ELEVATION Q - ,� ,� I , �1 r- - - - - - � � AT WIND I I I I f I I OW WELL I 0 Z I I I I 0' SCALE: 1/4"=1'-0" - - - - � NI I CID w 0 I I o - - -I I I N - % I I p m BASEMENT: I L NEW EGRESS WIN6dW, SEE I I Z1 Z LLI I p 4" POURED CONC. SLAB. I DETAIL 2/A-103 FOF� 11 -J 6X6-10/10 WWM. OVER 6 ADDITIONAL INFORMATION. N a � co MIL. POLY. VAPOR BARRIER I I �__�-� OVER COMPACTED FILL IZ I I GRADE BEYOND 4"X3"X3/16" HSSC - - - = �� IEl u I W WELLCRAFT CLEAR WELL Q 1 I ( I I I I I 2062 POLYCARBONATE C) I I I I I I COVER r I L I J L -1 1 1 �II�L I 30"x30"x12" POURED I I ti Z 6"TOPSOIL CONC. FTG. Wl#4 @ 6" I I NEW 14" FLOOR I I I O.C.E.W ( I TRUSS WITH 1/2" M _ I GYP. BD AT CEILING, __ 1 TYP - - - - - -,- - - - - - - - - - - - - - - - - -� I =11111111111111 -111��III HAIIE II1=1 I I - � I :• � o I "; . I I `I I - III-III-III-III ' I I I i. I (2) 2x8 HEADER =1I I=1I1=1I I- v co - - - - - - - - - - J IIII=111=11 I � I �. � _ _ � G � � �I I-I I f=1 I - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - Jt I Jo o i=III-il WELLCRAFT EGRESS I- - - - - - - - - - - - - - -- - - - - - - - - - - - � - s - - - - - - - -- - - =III-1 LADDER L _ o . . . - - - - - - - - - - - - - - - - NEW INSULATED 8" POURED CONC. FOUNDATION STEP FOOTING - Z WALL W/#5 REBAR @16"O.C. VERT. EGRESS WINDOW -- - =j #4 REBAR @16" O.C. VERT., 3500 PSI CONCRETE MIN. ON A 16"W. X 8" D. o _ EGRESS WINDOW WELL P.C. FOOTING 30'-7" 20'_911 TO BE WELLCRAFT 2062 U wSERIES � J W 5114112"12" PEASTONE BACKFILL W Q z i P4 3: z 0� a o OoQ x O O LOWER LEVEL V w Q � u o 0 0 0 0 0 0 0 CONSTRUCTION PLAN 0 SCALE: 1/4"=1'-0" � o 0 o p o 0 0 0 o w � � cl) c M o v o 0 0 o + o 0 0 z Q C7 M c O Q C) w O TIIESE PLANS ARE AN INSTRUMENT OF SERVICE WALL SECTION AND ARE THE PROPERTY OF TI IE ENGINEER. THRU WINDOW WELL ALTERATION ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION Ih SCALE: 1/4"=1'-0" 7209 OF TIM NEW YORK STATE EDUCATION LAW. STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: SEAL : DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. CONTRACTOR IS TO VERIFY THE SIZE, STYLE & LEGENC) / L�OF NE STRUCTURAL MEMBERS(TYP.) EXHAUST.PROVIDE MIN.100 CFM EXHAUST FAN. MANUF. OF ALL NEW WINDOWS AND DOORS WITH � \G� pAs 0,�, THE HOMEOWNER PRIOR TO ORDERING AND BEFORE WALL CONSTRUCTION DOOR JAMB NOTE: EMERGENCY ESCAPE WINDOWS: THE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 4"MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR BRICK VENEER 8"TYP.UNLESS OTHERWISE NOTED OR DIMENSIONED. I w OPENING OF 5.7 SQ.FT. MINIMUM HEIGHT OF PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. ROUGH OPENING NOTE: 24"AND MINIMUM WIDTH OF 20",5.0 SQ. FT CONTRACTOR IS TO VERIFY THE ROUGH OPENING BEARING WALL FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. DOOR AND HARDWARE NOTE: SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS - LINE OF WALLS ABOVE1930 CONTRACTOR TO PROVIDE AND INSTALL ALL NEW WITH THE MANUFACTURER' SPECIFICATIONS OFEsS1oNP� DOORS AS SHOWN ON THE DRAWINGS.PROVIDE AND PANTRY SHELVING NOTE: DOOR TO BE INSTALLED INSTALL ALL HARDWARE AS SELECTED BY OWNER. CONTRACTOR TO PROVIDE FIVE ADJ.3/4"PLYWD. FLOOR SADDLE NOTE: CONTRACTOR TO REVIEW THE SIZE,STYLE&TYPE SHELVES W/MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN WITH OWNER PRIOR TO PLACING ORDER. THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL(TYPICAL) FE7 EXHAUST FAN 75 CFM (NOTE: DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S. = MARBLE SADDLE/W.S. -WEATHER STRIP CD 4 SO HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: `\ PROVIDE SMOKE DETECTORS AS PER THE RES. CM CARBON MONOXIDE DETECTOR CODE OF NEW YORK STATE INTERCONNECTED AND O WOOD POSTS 3 HARDWIRED TO ELECTRIC PANEL Nj6A-301) POSTS FROM ABOVE - SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE V CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP h---I ATTENUATION BLANKET AROUND ALL BATHROOM/POWDER ROOM WALLS. a EXISTING DECK W W W D G D O O 0 4"x6" WOO 4"x6" WO 3 1/2" x 11 7/8" PARALAM POST h--i W r- r-- U m POST _ =NX TYP. NEW EXTERIOR WALL x Q x CONSTR.: NEW SIDING, OVER V _ F v F CN HOUSEWRAP ON 1/2" CDX EXT. O GRADE PLYWOOD SHEATHING ON 0 3 1i2" x 3 1/2"x1/8" TYP. CEILING a In HSS 2x4 WOOD STUDS @ 16 O.C. w/ p� � R-15 SPRAY FOAM INSUL. ON 1/2" CONSTRUCTION: a, 0 SIMPSON MODEL 0 2 GYP. BD. 1 1/2" GYP. BD OVER CEILING JOISTS. o _j HUCQ FACELL A-301 A-301 `.J X N MOUNTED X EQ. EQ. 4"x6"WOOD H Q W X CONCEALED (2) 1 3/4"x4" - POST o W W LL v N 11 N4ER312/"x O COLUMN NEW B I LCO DOOR WITH WINDOW/SLIDING DOOR SCHEDULE �W12x50 FLUSH BEAM ® _ _ O o E O MANUFACTURER PROVIDED NEW 3 1/2"x 3 1/2"x1/8" I I I 3 1/2"x 11 1/4" PARA M DR BILCO STAIRS NAME MANUF PRODUCT SIZE SQ. FT. SQ. FT. REMARKS HSS GLASS VENT 1 �_ � ENLARGED UP 1 . A 7. 7� 4"x6" WOOD I A-1 A ANDERSON 400 TW2432 2'-5 5/8"x 3'-4 7/8" DOUBLE HUNG WINDOW A-302 - p 1 T. T 1 O 0 302 O = LIVING p 1' N IN x D POST SERIES WITH H x 1 ROOM U �L _ _ N STORMWATCH Z clqEXISTING II 172" 11/4" PA M ( PROTECTION SIMPSON MODEL HWU 3 BEDROOM #1 Q 112"x 11 114"TOP MOUNT g B ANDERSON 400 TW30410 3'-1 5/8"x 5'-0 7/8" DOUBLE HUNG WINDOW g LINE OF POST Q LINE OF J N CD POST < (EACH SIDE) < SERIES WITH EGRESS WINDOW aABOVE cn ABOVE a CM O a 3'-7" 3'-2" ¢ 6'-5" - STORMWATCH Q _ E±E W PROTECTION � ( o ,_ 7 � � �( O °° �, °° PROVIDE FIBERGLASS PAN wJ � III mT4 cmx FLOOR DRAIN FOR WASHING C ANDERSON 400 A51 4'-11 7/8 x 2'-0 1/8" AWNING WINDOW O U , 2' 0" 2'-9" I J `i4� N — MACHINE SERIES WITH L _jX_ �, "- N I - STORMWATCH j co X M 3 z 6 $ l LINE OF LDRY. _ �,, CL TYP. INTERIOR WALL PROTECTION DIRECT VENT GAS N ( I , - ABOVE m W/D I _ , CONSTRUCTION: D ANDERSON W FWGD 2'-8 318"x 6'-7 1/2" STATIONARY FRENCHWOOD GLIDING PATIO DOOR p ONE LAYER OF 1/2 GYPSUM WALL SERIES WITH 2968-S FIREPLACE TO BE �x _ — a SELECTED BY OWNER I �r IS CM O ML �� BOARD ON EACH SIDE OF 2"x4" STORMWATCH r �_® N �n 4, STUDS @ 16" O.C. w/2"x4" SOLE PROTECTION U bo m m m PLATE AND (2) 2"x4" TOP PLATES W 4"x3"x3/16" HSS - 0 O �x Cox (ox E ANDERSON 'A' FWGD 5'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR Q 4L W12x58 FLUSH BEAM _ _W- 1 FLUSH E M N W 2x58 FLUSH BEAM N `" NEW EGRESS WINDOW, SEE DETAIL SERIES WITH 6068 KITCHEN O 2/A-103 FOR ADDITIONAL INFORMATION. STORMWATCH o "x3/16" S w 4"x3"x3/16" HSS PROTECTION O = LINE WALL ABOVE °x° (TYP.) o F ANDERSON 400 G55 4'-11 1/4"x 4'-11 1/4" GLIDING WINDOW, EGRESS WINDOW co E PAN EXISTING = SERIES SEE TEMP. PLYWOOD SHUTTER DETAIL 2/A,-106 4"x4 WD. POST, o BATH BEDROOM #2 -� 0 co B 2 2x12 HDR G ANDERSON 'A' FWGD 15'-9"x 6-7 1/2 TRANSOM WINDOW TO HAVE ANDERSON ART'GLASS TYP, U.O.N. O ``' ( ,,_ p c1 O SERIES WITH 151068-4 N Cfl O O O Or STORMWATCH A A A A N ALIGN ¢ d EXISTING EXTERIOR WALL: PROTECTION AO INSTALL NEW SIDING, OVER H ANDERSON 400 TW210410 2'-11 5/8"x 5'-0 7/8" DOUBLE HUNG WINDOW O HOUSEWRAP ON EXISTING SERIES WITH SHEATHING. 2 2x12 HDR (2)2x12 HDR 2 2x12 HDR STORMWATCH Q — — — PROTECTION O O 1 ANDERSON 400 P4040 4'-0"x4'-0" PICTURE WINDOW Z SERIES WITH TYP. CEILING3 ANEW PORCH: 2 1 STORMWATCH W Q, CONSTRUCTION AT AREA A-301) A-301 A-301 PROTECTION U 1 1/2 THERMAL BLUESTONE (OR J ANDERSON 400 C15 2'-0 1/8" x 4'-11 7/8" CASEMENT WINDOW Z w Z OF STL BEAM: STONE TO BE SELECTED BY W a SERIES WITH 1/2" GYP. BD, ON 1" FURRING STRIPS OWNER) ON 1"MORTER BED Q �; h AT 16" O.C. SECURED TO CEILING OVER 4" P.C. SLAB ON 6X6-10/10 STORMWATCH > Q U JOISTS. WWF. OVER 6 MIL. POLY. VAPOR PROTECTION W Q z O �D BARRIER OVER 6" CRUSHED K ANDERSON 'A' FWGD T-11 1/4"x 6-7 1/2" FRENCHWOOD GLIDING PATIO DOOR STONE BASE ON COMPACTED SERIES WITH 8068 FILL STORMWATCH Q ¢ Z PROTECTION c) w QO FIRST FLOOR L ANDERSON 400 AX351 3'-4 13/16 x 2'-4 3/8" AWNING WINDOW 4-1 CONSTRUCTION PLAN SERIES WITH SCALE: 114"=1'-0" STORMWATCH o PROTECTION 00 M ANDERSON 'A' AAN2818 2'-7 1/4"x V-7 1/4" BASEMENT AWNING WINDOW SERIES WITH oQ o STORMWATCH PROTECTION N ANDERSON 'A' ACW2638 2'-5 1/4"x T-7 1/4" BASEMENT CASEMENT EGRESS WINDOW Q Q SERIES WITH STORMWATCH THESE PLANS ARE AN PROTECTION INSTRUMENT OF SERVICE AND ARE TIE PROPERTY OF TI IE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. CLOSET SHELVING NOTE: NEW WOOD MOLDING NOTE: STRUCTURAL NOTE:: SMOKE DETECTORS NOTE: WINDOW AND DOOR NOTE: N SEAL : CONTRACTOR TO PROVIDE A 1.1/4" DIA. OAK POLE ALL NEW WOOD BASE, DOOR TRIM, WINDOW TRIM DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE SMOKE DETECTORS AS PER THE RES. CONTRACTOR IS TO VERIFY THE SIZE STYLE& pF NES @ 5'-0" H. A.F.F. &A 3/4" PLYWOOD SHELF AND ALL TRIMMED OPENINGS TO MATCH EXISTING STRUCTURAL MEMBERS(TYP.) CODE OF NEW YORK STATE INTERCONNECTED AND MANUF.OF ALL NEW WINDOWS AND DOORS WITH THE w/OAK VENEER & HARDWOOD EDGE @ 6'-0"A.F.F. WOOD TRIM. REVIEW WITH OWNER ALL AREAS HARDWIRED TO ELECTRIC PANEL HOMEOWNER PRIOR TO ORDERING AND BEFORE THE WALL CONSTRUCTION Off' FOR ENTIRE LENGTH OF CL. TO RECEIVE WOOD TRIM. DOOR JAMB NOTE: I START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 4"MINIMUM OFF WALL SOUND ATTENUATION BLANKET NOTE: BEARING WALL �- %I m LINEN CLOSET SHELVING NOTE: EXISTING EXTERIOR WALLS: UNLESS OTHERWISE NOTED OR DIMENSIONED.PROVIDE w DOOR STOPS AT ALL DOORS AS REQ'D.STOPS TO BE ` CONTRACTOR TO PROVIDE FIVE ADJ. 3/4" PLYWD. REMOVE EXISTING SIDING AND INSTALL NEW TWEK CONTRACTOR TO PROVIDE SOUND ROUGH OPENING NOTE: SHELVES W/ MELAMINE FINISH. SHELVES TO BE VAPOR BARRIER AND SIDING (SEE ELEVATIONS) SELECTED BY OWNER ATTENUATION BLANKET AROUND ALL CONTRACTOR IS TO VERIFY THE ROUGH OPENING LINE OF WALLS ABOVEE I BAT ROOM/POWDER ROOM SET ON ADJUSTABLE STANDARDS. OVER EXISTING SUBSTRATE SHEATHING. SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS 11930 WITH THE MANUFACTURER'SPECIFICATIONS. DOOR TO BE INSTALLED ��pFESs1pNP� CONTRACTOR IS TO VERIFY THAT THE CONDITION OF DOOR AND HARDWARE NOTE: BATHROOM NOTE: F) THE EXISTING SHEATHING IS SUITABLE TO REMAIN CONTRACTOR TO PROVIDE AND INSTALL INSTALL 1/2" WATER RESISTANT GYP. BD AT FLOOR SADDLE NOTE: e EXHAUST FAN, 75 CFM AND NOTIFY ARCHITECT. NEW DOORS AS SHOWN ON THE DRAWINGS. ALL BATHROOM WALLS. PROVIDE SADDLES BETWEEN ALL CHANGES IN PAINTING NOTE: PROVIDE AND INSTALL ALL HARDWARE AS FLOORING MATERIAL(TYPICAL) HARDWIRED SMOKE DETECTOR SELECTED BY OWNER. CONTRACTOR TO M.S.=MARBLE SADDLE/W.S.=WEATHER STRIP O ALL NEW WALLS AND CEILINGS TO BE EXTERIOR WALL NOTE: REVIEW THE SIZE, STYLE &TYPE WITH CM CARBON MONOXIDE DETECTOR PAINTED (THREE COAT JOB), COLORS TO 8E SELECTED BY OWNER OWNER PRIOR TO PLACING ORDER. ALL GYP. BD ALONG AN EXTERIOR WALL TO EMERGENCY ESCAPE WINDOWS: WOOD POSTS BE MOISTURE RESISTANT EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR POSTS FROM ABOVE \` OPENING OF 5.7 SQ. FT.,MINIMUM HEIGHT OF 24"AND MINIMUM WIDTH OF 20", 5.0 SQ. FT M.S. MARBLE SADDLE _ FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. -- W.S. WEATHER STRIP U1 w W W Z 3 A-301 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - � Z N M I I I 4'-4" I 42'-8" 4'-4" z . N 20'-3" I 22'-5" W >" d- 7 01 U ►-, � z 1'-9" 5'-11" 5'-11" 8 5'- " 1 5'-7" 12'-8" 5'-2" 01 xi SLEEPER i 2 1 91-091 JOISTS AT I A-301 A-301 C? AREA OF I Z Q DECK DECK I w O oWw U N Q H - - - - (2) 2x12 HDR - 115 F. AT 7.27" - - - - � 1 N I U) = 2 x 6$ LIN 1 T. A 1 .0' DN I 1 -� 4"VTR 4' VTR � F LU / " O IN '%A-302r7' FLASH AS FLASH AS A-302 i o U +/-1'-6/2 10-8" ( IN. 3'-6" 10'-8" I A-302 - - REQ'D jIL, REGI D SIL ROOF I � O + I Z w z = CM iJs - c� W w _ 12'-OY2' O 3 x 6 $ 4'-0" 2 x 6$ o I Q o a MASTER N BEDROOM POST DOWN HALL BEDROOM I TYP. INTERIOR WALL ATTIC w TO FDN. 2 x 6 OS I CONSTRUCTION: MASTER BATHROOM -� 1UN' F Q _ _ _ _ ONE LAYER OF 1/2"GYPSUM WALL � I � � I °r° - I DIRECT VENT GAS 3 1/2"x 14" PARALAM RIDGE BOARD ON EACH SIDE OF 2"x4" oo � T III x FIREPLACE TO BE 0 4 x 68 I STUDS @ 16" O.C. w/2"x4" SOLE 11� I I I 11� - PLATE AND 2 2"x4"TOP PLATES _�* N SELECTED BY OWNER POST DOWN � I ( ) 1 -1� I SINK SIN I I W C. M 14'-7y2" °' 21 _21 1 11'-8y" TO FDN. 12'-6" O -' 04 1 OF U ( WHIRLPOOL TUB I c ' (D z = TYP. NEW EXTERIOR WALL + 1 1 SHOWE� FLOORSECONZ w MASTER N W.I.C. W ° q I CONSTR.: NEW SLING, ovER 2" 2" 3,. x CL. BAT U Q I HOUSEWRAP ON 1/2" CDX EXT. I a GRADE PLYWOOD SHEATHING ON EXIST BATH EXPANDED BATH U x 2"x4" WOOD STUDS @ 16" O.C. wi J cn R-15 SPRAY FOAM INSUL. ON 1/2"ITE 1 1 I I GYP. BD. KITCHEN I O O2'2' -08'-8y4" O 12'-5y4 O6'-7117 -72._4.. 10 T I41 J opI I I I 4'-4" 42'-8" 41-400 i SIN SINN SIN C. SINK C. NEW 4" WHIRLPOOL TUB FIRST I � F.A.I. ,,, ,,, �' SHOWE� WM DRAIN sk L - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — 17 1� 2 1; 1 CO FLOOR CO 3" L 2.. 3" 2.. 3" 3"WASTE LINE 3"WASTE LINE 3"WASTE LINE I I I L - - - - - - - - - - - - - - - - -� BASEMENT 3 2 1 A-301 A-301 C.O. C.O U a A-301 � TO U EXIST SANITARY SYSTEM HOUSETRAP oQ �SECOND FLOOR zCONSTRUCTION PLAN o 1 PLUMBING RISER DIAGRAM SCALE. 1/4"=V-0"-0 Q H SCALE: N.T.S. d U o Q W0 un u � w w O O z 0 3 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THF,PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : soF NE 1- pA'S C cl k 1,1933 ROOFING NOTE: ESSI�NP CONTRACTOR TO PROVIDE ICE AND WATER MIN. DISTANCE SHIELD ON ROOF EAVE TO A POINT UPWARD BEYOND OUTER 2'-0" MIN. PAST THE INTERIOR SURFACE OF LIMIT OF WINDOW 1/2" THK. CDX. PLYWOOD THE EXTERIOR WALLS AND V-0" ON BOTH FRAME 411 SEE TABLE 1609.1.4 FOR CD SIDES OF ALL HIPS. VALLEYS AND RIDGES. - FASTENING SCHEDULE ° 0 0NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A - - - MINIMUM DISTANCE OF 4" BEYOND THE OUTER r 1 o / ° LIMITS OF THE WINDOW. `•1J 1 OW G G EACH PLYWOOD SHUTTER TO BE LABELED WITH F—li /° / PERMANENT LETTERING CORRESPONDING TO THE a SPECIFIC WINDOW WITHIN THE RESIDENCE. ., ° ° OUTER LIMIT OF ��• w ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY W W WINDOW FRAME ACCESSIBLE LOCATION WITHIN THE RESIDENCE a ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ~ ARE IN ACCORDANCE WITH TABLE 1609.1.4 "WINDBORNE U� o ° ° ° ° ° DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL Z _ _ rn - - - - - - - - - — -- WOOD PANELS". ►-•� N cY, W a TEMPORARY PLYWOOD SHUTTER M a O I LINE OF ICE &WATER SHIELD SCALE: N.T.S p� O (TYP.), SEE ROOFING NOTE O ¢ = ON THIS SHEET a w �o W I � F- - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - � I I I U) I I TYP, ROOF CONSTRUCTION: I ( I I 20 YR. DIM.ARCH. ASPHALT I q cU I I SHINGLE ON 30# FELT I I � U ! OVER 5/8" EXT. GRADELL Z I I o m N� I { PLYWOOD SHEATHING a w �- I I OVER RAFTERS I w - Q I { F-- I co cc) IO N w `�" I d w : I Q 04 V O r' ( 3 1/2"x 14" PARALAM RIDGE I Q o.o I o ¢ o ( I I X o � N I ! I � C) I I OfpIN ! o � I O O � I I a I I of ! I cn I o � I W I f Q < b I — — — — — — — — — — — — — — — — — — — — — — — — —0 coI ILL I 0Q I o I X � I N � av I - - - - �p- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � LL = ,p o � ce) Q co 12 12 i o 7 7 x I I N i < l 1 1L - - - - - - - - - - - - - - - - - - - � N U � W H U ROOF ` w z CONSTRUCTION PLAN �Q o SCALE: 1/4"=V-0"-0 w Q C C w 0 rn o C) z Q INDz w ? O Q a o Q TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE TI IE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TIE NEW YORK STATE EDUCATION LAW. SEAL : - OF • wl- �� P 0 M - EXISTING ROOF TO BE v' °: �� < EXISTING CHIMNEY TO BE EXISTING ROOF TO BE EXIST. CHIMNEY TO BE v � �" REMOVED IN ITS REMOVED REMOVED IN ITS REMOVED ENTIRETY - ENTIRETY. � EXISTING WINDOW TO BE REMOVED (TYP.) SECONDEXISTING EXISTING SECOND FLOOR FLOOR - WALLS TO BE REMOVED WALLS TO BE REMOVED p TYP. G WINDOW TO BE (TYP.) Fif-17 Rr-]F� n (TYP.) EXISTIN REMOVED (TYP.) LAU LL I- ❑ - EXISTING ROOF TO BE / / \ EXISTING ROOF TO BE 4 � REMOVED j / \ REMOVED - I PROVIDE OPENING FOR j / \ \ EXISTING WINDOW TO BE U NEW WINDOW, TYP. SEE � � REMOVED TYP.) FLOOR PLAN FOR / \ \ EXISTING WINDOW TO BE ADDITIONAL INFO. j REMOVED (TYP.) 77 / _ _ a/ pl -1 iti � ❑ � ❑ L I I I I-IA LLJJ 17- LL -1 -1 ►� N M -F- 1W LLL w .-- 4AL J EXISTING ENTRY STAIRS U ~ Z TO BE REMOVED (REMOVAL FRONT ELEVATION (:2) REMOVAL SIDE ELEVATION Q x w SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Q o W w U N Q H H z w H Q EXISTING ROOF TO BE I EXIST. CHIMNEY TO BEEXIST. CHIMNEY TO BE REMOVED REMOVED IN ITS EXISTING ROOF TO BE f- REMOVED IN ITS ENTIRETY. REMOVED ENTIRETY. EXISTING WINDOW TO BE REMOVED (TYP.) I / � EXISTING SECOND FLOOR WALLS - WALLS TO BE REMOVEDEXISTING— SEw �� — COND FLOOR (TYP.) � WALLS TO BE REMOVED (� i (TYP.) EXISTING ROOF TO BE I u -L- -1 � -� � I EXISTING WINDOW TO BE REMOVED (TYP.) REMOVED I I PROVIDE OPENING FOR \ \ w \ f!� NEW WINDOW, TYP. SEE \ c� �► I -�- EXISTING ROOF TO BE f FLOOR PLAN FOR I - - -- - REMOVED ADDITIONAL INFO. EXISTING WINDOW TO BE \ - _ REMOVED (TYP.) IF FPF- JIL -�-j PROVIDE OPENING FOR NEW WINDOW/ DOOR, EXISTING WINDOW TO BE U TYP. SEE FLOOR PLAN ❑ REMOVED (TYP.) Z W FOR ADDITIONAL INFO. x E� � W Q REMOVAL SIDE ELEVATION 0 REMOVAL REAR ELEVATION SCALE: 1/4"=1'-0" ' SCALE: 1/4"=1'-0" o z Q TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TTIE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TT-IE NEW YORK STATE EDUCATION LAW. SEAL : OF NF C J\G� PAS l OpL TYP. SOFFIT CONSTRUCTION: r 1/2" VINYL BEAD BOARD /r RIDGE VENT, TYP. (VENTED) ON A 1/2" CDX I n AT ALL RIDGES PLYWOOD SOFFIT (2" CONT. L �! SLOT) --- - -- � OFES S I ONP�i TYP. ROOF CONSTRUCTION: - - 20 YR. DIM. ARCH. ASPHALT SHINGLE ON -- ---==-- --_--- ----- -------- ---_-----------------_---�----- - _ -------��.-=_ 30# FELT OVER 5/8" EXT. GRADE - PLYWOOD SHEATHING OVER RAFTERS CD GAS F=IREPLACE ENCLOSURE - -- -- - _ -- - - - -- ---� - - __-__ j _ ! _ II I _ 'I ) I I TYP. EXTERIOR WALL CONSTR.: - A j I -I i Fo A A SIDING OVER 15# FELT ON 1/2 CDX LE-7 a A_1 1 1 ii-I I I . ! � EXT. GRADE PLYWOOD SHEATHING ON - _ I �,' I I I -I� `�' EL ` � I I ( I �`I I I - _2"x4" WOOD STUDS @ 16" O.C. w/ R-15 - l] -. ` --l ' 1��-LJ L 1LI-L-L�-�- L _ �l_.I�__� _ -____ ROOF CONSTRUCTION (LOW SLOPE):1 ��;� 1 1 I 20 YR. DIM. ARCH. ASPHALT SHINGLE BATT INSUL. ON 1/2 GYP. BD. ( I I II I - - - -- �- I a-- -� -- �. -L- - _ ON TWO LAYERS 30# FELT OVER 5/8 N = -- - 12==-- -= - - -_-- - - -- - - ---- - ------ -_ PLYWOOD SHEATHING _ EXT GRADE N ------- - -__---_._ -=_--12 -- -_ -= --- ,-_ - -- ---BLIND FLASHING- ; . 7_�- -Q7 -_- OVER RAFTERS EXIST. SECOND FLOOR --- _-- ----- -------- -- ------ - -_._. - -------- --- I ------ ------- - - _ ANDERSON WINDOWS WITH w STORMWATCH PROTECTION, 11-1 j Li L.-� 1 ) ! I I i I I LLJ I � � I I ! ! I I�I I_ SEE WINDOW SCHEDULE FOR L. !_1�__ �1_ 1 l 11—I _ l-1_L1�1 Lt1J I L.11 1 ITT ADDITIONAL INFORMATION _LjM= _LLE LLLd-L 2 CULTURED STONE (STYLE AND FINISH TO BE SELECTED 8Y OWNER) w _ T.O. WATERTABLE I I j i ( ! ( I WITH MORTAR SETTING BED WT i - -.,...--. _�.._ _ - _ ON A METAL LATH _r_. FIRST FLOOR - '^=ice,._.. `��, -- {. - I I i�i_, _ - -fl � - - ! �.� I I _��`�=� � _ �:� _ . - . _0. r �- . �--t,.�„�� w �►' -�-- � 10" DIA. STRUCTURAL COLUMN a r NEW 36" HIGH TO BE SELECTED BY OWNER y� I a TYP. (EXTERIOR WALL WITH STONE: I GAURDR IL TO BE 4 NEW STOOP: 1 2" CULTURED STONE (STYLE TO BE SELECTED I SELECTED BY 1 1/2" BLUESTONE ON 1"MORTER BED BY OWNER) WITH MORTAR SETTING BED ON A 8" DIA. STRU4URAL COLUMN I OWNER OVER 4" P.C. SLAB ON 6x6-10110 WWF. W VAPOR BARRIER o W POLY. METAL LATH OVER A VAPOR BARRIER WITH 2 TO BE SELECTED BY OWNER OVER 6 MIL. ll LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON OVER 6" CRUSHED STONE BASE WOOD STUDS I J I ON COMPACTED FILL BASEMENT - -L= --�-- - - - - --L- H Z FRONT ELEVATION SCALE: 1/4"=11-0" W H Q 12 TYP. ROOF CONSTRUCTION: Q6 p 20 YR. DIM. ARCH. ASPHALT SHINGLE ON F- 30# FELT OVER 5/8" EXT. GRADE -� JL_ 1 l L SLI - -- a PLYWOOD SHEATHING OVER RAFTERS 1 I A LI 11 -fj LJ ROOF= CONSTRUCTION (LOW SLOPE): I L I TYP. SOFFIT CONSTRUCTION: ! ' I 1 J-1- Ll IL�1 / C --L 1/2" VINYL BEAD BOARD 20 YF;. DIM. ARCH. ASPHALT SHINGLE i � i I I-� _I--�I I (VENTED) ON A 1/2" CDX ON TWO LAYERS 30# FELT OVER 5/8" i ; i � I I PLYWOOD SOFFIT (2 CONT. W EXT. GRADE PLYWOOD SHEATHING ��` 1 U � � U� I�� I SLOT) OVER RAFTERS 12 I ! i 6 ( I I 3.5 NEW 36" HIGH GAURDRAIL TO N -1�1-L1�- l_�!IJ� -i J� -1 LJ- I , , BE SELECTED BY OWNER EXIST. SECCND FLOOR I'Ll'11-w- 111-11 ILILL_1LU 1-1 TYP. EXTERIOR WALL CONSTR.: II ii ! !! f I I l I I i L- I � I I ! i li ! ( � j I - �- u-_� �__l u_l� _l �� I I I I ( I SIDING OVER 15# FELT ON 1/2 CDX �- �- � II � I , EXT. GRADE PLYWOOD SHEATHING ON LIL� � LU__, _��L L- C �_I�1 2"x4" WOOD STUDS @ 16" O.C. wl R-15 ) I O I� 1 � /1- I ' F I F O BATT INSUL. ON 1/2 GYP. BD. Li I I I-LI I I ! I i O O w �, T.O. WATERTABLE L-1 LLQ _l.!Ul I ) ILj w M - - FIRST FLOOR I II it i t II it i t � I ( I I I II I ! I I I i l I II I i it ! II11 IL I I II it 11 II 11 I I li I NEW EGRESS WINDOW, SEE NEW BILCO DOOR WITH O w Q DETAIL 2/A-103 FOR ADDITIONAL I I� I I MANUFACTURER PROVIDED INFORMATION. �\ NEW BILCO STAIRS CD o 0 o BASEMENT _ -9'-6 3/4" — - - — THESE PLANS ARE AN INSTRUMENT OF SERVICE ifIDE ELEVATION AND ARE TIM PROPERTY (® SCALE: 1/4"=1'-0" ? OF TI IE ENGINEER. ALTERATION OR ADDITION TO TIIESE PLANS IS A VIOLATION OF SECTION 7209 OF TI If;NE W YORK STATE EDUCATION LAW. SEAL - RIDGE VENT, TYP. OF AT ALL RIDGES zr JAG\ p �`COA� 17 TYP. SOFFIT CONSTRUCTION: TYP. ROOF CONSTRUCTION: 1/2"VINYL BEAD BOARD 20 YR. DIM. ARCH. ASPHALT SHINGLE ON (VENTED) ON A 1/2"CDX 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SOFFIT (2" CONT. 1930 PLYWOOD SHEATHING OVER RAFTERS SLOT) SSIONP - --------- __J-1 1 Ll CD TYP. EXTERIOR WALL CONSTR.: ILILIJ t -ILITH-Ir L IA i LlLiLi L-U-1 I t _tLtl 1 � 11 11 1 11 11 11 11 11 11 11 11 11 11 SIDING OVER 15# FELT ON 1/2" CDX LULtUa u EXT. GRADE PLYWOOD SHEATHING ON IL ulO I I JL FWG8068 2"x4"WOOD STUDS -15 ULULL i L MILIJ U H-11 P4040 16" O.C. w/ R BATT INSUL. ON 1/2" GYP. BD. 7 GAS FIREPLACE ENCLOSURE LJ I LL 04 L111i L __LLL El I--- U J1 --]iU-1 I lu-11-1 I LIJ ji-j" AuLlth LTT]=_l i 'OND FLOOR 11 1LI1 I ,ek EXIST. SEC, -4 NEW 36" HIGH GAURDRAIL TO 1�-� LLl -!'7L7-1'Ll�t-[ H L F � l IL IT, tj i BE SELECTED BY OWNER Lj L-11.1-1111LIL L-luiLL-11-1, 11 11 11 - m L _Ll LLLI J A IL ILLL I U _U IL I I j_l _E_LLILLtiu_U111- 1 ANDERSON WINDOWS WITH j =I I FWG2968-S FWG2968-SIFV4G2968-S FWG16068-4 FWG2968-S STORMWATCH PROTECTION, SEE WINDOW SCHEDULE FOR _!� O Al Ul Iju-iflO I ADDITIONAL INFORMATION L FIRST FLOORi f 0'-0" F� W_ 4 4 � � Z w w w cl) C? BASEMENT -9'-6 3/4" --t7f: REAR ELEVATION SCALE: 1/4"=1'-0" % 12 TYP. ROOF CONSTRUCTION: Q6 GAS FIREPLACE ENCLOSURE 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS I Ll T- I UL11.1 Lfl-L _ULU TYP. SOFFIT CONSTRUCTION: \ 1/2" VINYL BEAD BOARD @ (VENTED) ON A 1/2" CDX W L PLYWOOD SOFFIT (2" CONT. 12 SLOT) (oz NEW 36" HIGH GAURDRAIL TO BE SELECTED BY OWNER tl I EXIST. SECOND FLOOR L 10" DIA. STRUCTURAL COLUMN TYP. EXTERIOR WALL CONSTR.: I i _17 I -I 1-1 11 -1-111-111----fil I I U, i H 11 111 1 Ld W i JEJ Lida, TO BE SELECTED BY OWNER SIDING OVER 15# FELT ON 1/2"CDX -1 -- - - I I I U NEW STOOP: EXT. GRADE PLYWOOD SHEATHING ON Ld hi I ILLU-1U JLE, il IJL 1 1 112" BLUESTONE ON I"MORTER BED 2"x4"WOOD STUDS @ 16" O.C. w/ R-15 O O1�l i F-01 OVER 4" P.C. SLAB ON 6x6-10/10 WWF. BATT INSUL. ON 1/2" GYP. BD. OVER 6 MIL. POLY.VAPOR BARRIER OVER 6"CRUSHED STONE BASE ILTU—ii-La- Lil-H Ad, ON COMPACTED FILL con LiId I 11-1i 1-11 dill -ILLILLUL 1111 _du_iuLuLjLlNEW 36" HIGH GAURDRAIL TO Li L J- I - . 0 BE SELECTED BY OWNER FIRST FLOORu i UJA-LI I 'I 0--o" I ILL if I I I ! II ! ! II ! ! ! ! Ii I I I i ( ' ( ! ' W w w ............. ................ Wqz � Q 2" CULTURED STONE (STYLE AND FINISH o z Cie) TO BE SELECTED BY OWNER) 0 WITH MORTAR SETTING BED p-, ON A METAL LATH O � w Q O BASEMENT O cl� z u 0 SIDE ELEVATION SCALE: 1/4"=V-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF TITE ENGINEER. ALTERATION OR ADDITION TOTIIESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT 8" R-25 SPRAY FOAM TYP. ROOF CONSTRUCTION: �P��of NE Y INSULATION AT CATHEDRAL SHINGLE ON 30# FELT 20 YR. DIM. ARCH. ASPHALT J�G� Qas OVER 5E EXT. GRADE CEILING. PROVIDE MIN 1" SHINGLE ON 30# FELT * A PLYWOOD SHEATHING AIR SPACE OVER 5/8 EXT. GRADE PLYWOOD SHEATHING r- OVER RAFTERS W/6" SPRAY CONT. RIDGE VENT OVER RAFTERS W/6" SPRAY CONT. RIDGE VENT 2 w INSULATION (R-42) 3 +/2"X 117/8" PARALLAM INSULATION (R-42) + » •e., o 3 /2 X 117/8" PARALLAM12 O'cP� 12 f 2"X4" COLLAR TIES @ 32" O.C. FS S I ON 66� 2"x12" ROOF RAFTERS AT 16" O.C. 2"x10" ROOF RAFTERS AT 16" O.C. _ ROOF CONSTRUCTION (LOW SLOPE): ROOF CONSTRUCTION (LOW SLOPE):_ - 20 YR. DIM. ARCH. ASPHALT SHINGLE 20 YR. DIM. ARCH. ASPHALT SHINGLE O ON TWO LAYERS 30# FELT OVER 5/8" ON TWO LAYERS 30# FELT OVER 5/8" -- _ - EXT. GRADE PLYWOOD SHEATHING : EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/6" SPRAY OVER RAFTERS W/6" SPRAY TYP. EXTERIOR WALL CONSTR.: �.\ INSULATION (R-42) 1'-0" + TYP. EXTERIOR WALL CONSTR.: - INSULATION (R-42) SIDING OVER 15# FELT ON 1/2" CDX SIDING OVER 15# FELT ON 1/2" _ 1 EXT. GRADE PLYWOOD SHEATHING ONd\ CDX EXT. GRADE PLYWOOD - �+ 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 MASTER SHEATHING ON 2"x4" WOOD BEDROOM #3 � rr ll W.I.C. l SPRAY FOAM INSUL. ON 1/2" GYP. BD. - BATHROOM \ HALL STUDS @ 16" O.C. w/ R-15 V Ml- 12 SPRAY FOAM INSUL. ON 1/2" SECOND FLOOR CONSTRUCTION (off GYP. BD. NI 3/4 CDX T&G APA RATED PLYWOOD N 12 / \ LINE OF ROOF BEYOND N SUBFLOOR GLUED AND NAILED TO + EXIST. SECOND FLOOR FLOOR JOISTS (SIZE AND SPACING OtL SHOWN ON PLANS) @16" O.C. CEILING CONSTRUCTION (TYP ATxvvvv \ W W STEEL BEAM): CEILING CONSTRUCTION (TYP AT STEEL BEAM): p W12x58 STL BEAM CEILING JOISTS (SEE PLAN FOR SIZE ' 1'-8" AND SPACING) W/ 1"WD. FURRING STEEL BEAM CEILING JOISTS (SEE PLAN FOR SIZE AND I STRIPS AT 16" O.C. W/ 1/2" GYP. BD. ~ SPACING) W/ 1" WD. FURRING STRIPS AT 16" EXISTING CL. CL. EXISTING J O.C. W/ 1/2 GYP. BD. - BEDROOM #2 BEDROOM #1 I--i � ' 00 co r _ T.O. WATERTABLE i � FIRST FLOOR CONSTRUCTION T.O. WATERTABLE FIRST FLOOR CONSTRUCTION M + 2'-11" 3/4" CDX T&G APA RATED PLYWOOD + 2'-11" 3/4" CDX T&G APA RATED W ZSUBFGLUED AND NAILED TO LOOR � PLYWOOD SUBFLOOR GLUED FLOOR JOISTS (SIZE AND SPACING AND NAILED TO FLOOR JOISTS rr ll W FIRST FLOOR SHOWN ON PLANS) @16"O.C. W/ R-30 mk FIRST FLOOR :. (SIZE AND SPACING SHOWN ON 0'-0•• -- - - - -- - SPRAY FOAM INSULATION AND 1/2" 0'-0" - PLANS) GYP. BD. GRADE -- - -- SPRAY FOAM INSULATION AND Q� GRADE GRADE VARIES � EXIST. FLOOR JOISTS VARIES PROVIDE FLASHING 1/2" GYP. BD. a a VARIES z TO REMAIN BETWEEN CONC. TYP. EXTERIOR WALL WITH STONE: BASEMENT PORCH & RIM JOIST BASEMENT 2" CULTURED STONE (STYLE TO BE SELECTED bo FOUNDATION WALL: GRADE Q BY OWNER) WITH MORTAR SETTING BED ON A l'-0" WIDE 3500 PSI POURED VARIES W METAL LATH OVER A VAPOR BARRIER WITH 2 bo CONCRETE FOUNDATION WALL W/#5 TYP. EXTERIOR WALL WITH STONE: bo O o W W LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON REBAR @16" O.C. VERT. #4 REBAR 2" CULTURED STONE (STYLE TO BE SELECTED FOUNDATION WALL: u N Q WOOD STUDS @16" O.C. HORIZ. ON 2'-0" W. X V-0"D. BY OWNER) WITH MORTAR SETTING BED ON A 1'-0" WIDE 3500 PSI POURED ' P.C. FOOTING W/THREE#5 BARS METAL LATH OVER A VAPOR BARRIER WITH 2 CONCRETE FOUNDATION WALL TOP OF BASEMENT SLAB LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON W/#5 REBAR @16" O.C. VERT. WOOD STUDS #4 REBAR @16" O.C. HORIZ. ON -9'-6 3/4" 2'-0" W. X 1'-0"D. P.C. FOOTING SLAB CONSTRUCTION: SECTION W/THREE#5 BARS Z ')ECTION 4"4000 PSLPOURED CONC. SLAB ON SLAB CONSTRUCTION: '- SCALE: 1/4"=1'-0" 6X6-10/10 WWF. OVER 6 MIL. POLY. SCALE: 1/4"=1'-0" 4" 4000 PSLPOURED CONC. VAPOR BARRIER ON 6" CRUSHED SLAB ON 6X6-10/10 WWF. OVER STONE COMPACTED FILL 6 MIL. POLY. VAPOR BARRIER W ON 6" CRUSHED STONE F-+ COMPACTED FILL Q 8" R-25 SPRAY FOAM INSULATION AT CATHEDRAL CEILING. PROVIDE MIN 1" TYP. ROOF CONSTRUCTION: AIR SPACE 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# CONT. RIDGE VENT FELT OVER 5/8" EXT. GRADE PLYWOOD Z SHEATHING OVER RAFTERS 3Y2"X 117/8" PARALLAM O 2 F- 6 6 2"X4" COLLAR TIES @ 32" O.C. 2"x12" ROOF RAFTERS AT 16" O.C. U V) W Q TYP. EXTERIOR WALL CONSTR.: SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" MASTER O.C. w/ R-15 SPRAY FOAM INSUL. ON 1/2" GYP. BD. BLIND FLASHING j BEDROOM . Ih TYP. FLAT ROOF: W /\ EPDM ROOFING OVER TAPERED INSULATION OVER EXT. GRADE PLYWOOD SHEATHING OVER ROOF co RAFTERS W/6" SPRAY INSULATION (o / \ \ ai, (R-42) N \ s� c ; LINE OF ROOF BEYOND \ + SECOND FLOOR p ' CEILING CONSTRUCTION (TYP AT — -- � rl STEEL BEAM): I CEILING JOISTS (SEE PLAN FOR SIZE STEEL BEAM W AND SPACING) V1// 1" WD. FURRING LIVING ROOM U O STRIPS AT 16" O.C. W/ 1/2" GYP. BD. ;� W M a U 1 Q H W T.O. WATERTABLE 00 i CIO C� EXIST. DECK TO REMAIN w o Z Z FIRST FLOOR 0'-0" �D GRADE O � w Q pa11 VARIES FOUNDATION WALL: BASEMENT 1'-0"WIDE 3500 PSI POURED 0 CONCRETE FOUNDATION WALL PROVIDE FLASHING W/#5 REBAR @16" O.C. VERT. BETWEEN CONC. :� #4 REBAR @16" O.C. HORIZ. ON z o� o TYP. EXTERIOR WALL WITH STONE: PORCH & RIM JOIST bo 2'-0" W. X 1'-0"D. P.C. FOOTING o v Q o 2" CULTURED STONE (STYLE TO BE SELECTED W/THREE#5 BARS 0 BY OWNER) WITH MORTAR SETTING BED ON A • SLAB CONSTRUCTION: q w Q METAL LATH OVER A VAPOR BARRIER WITH 2 LAYERS 1/2" EXTE=RIOR GRADE PLYWOOD ON 4"4000 PSI.POURED CONC. WOOD STUDS — SLAB ON 6X6-10/10 WWF. OVER THESE PLANS ARE AN 6 MIL. POLY. VAPOR BARRIER INSTRUMENT OF SERVICE ON 6" CRUSHED STONE AND ARE TI IE PROPERTY COMPACTED FILL OF THE ENGINEER. O E C T I O N ALTERATION OR ADDITION TO THESE PLANS IS A SCALE: 1/4"=1'-0" VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL C�OF N Y ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLELu ON TWO LAYERS 30# FELT OVER 5/8" n EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS oFES S10NP O TYP. EXTERIOR WALL CONSTR.: r SIDING OVER 15# FELT ON 1/2"CDX !� EXT. GRADE PLYWOOD SHEATHING ON �' .; BEDROOM h LIN. r MASTER � 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 { i CL BEDROOM SPRAY FOAM INSUL. ON 1/2" GYP. BD. i N � 3 %2"X 11 1/4" PARALLAM + EXIST. SECOND FLOOR ) ' a CEILING CONSTRUCTION (TYP AT STEEL BEAM): I 3Y2"X 11 1/4 PARALLAM 3 /2 X 11 1/4 PARALLAM 3Y2"X 11 1/4 PARALLAM w CEILING JOISTS (SEE PLAN FOR SIZE AND ! W W SPACING) W/ 1"WD. FURRING STRIPS AT 16" EXISTING - ENLARGED a O.C. W/ 1/2" GYP. BD. BEDROOM #1zo LIVING ROOM FIRST FLOOR CONSTRUCTION 3/4" CDX T&G APA RATED PLYWOOD d { SUBFLOOR GLUED AND NAILED TO N m w � � FLOOR JOISTS (SIZE AND SPACING m FIRST FLOOR SHOWN ON PLANS) @16" O.C. W/ R-30 Uh w 0-0„ SPRAY FOAM INSULATION AND 1/2” GYP. BD. � ua >-, N GRADE BASEMENT VARIES GRADE FOUNDATION WALL: VARIES 1'-0" WIDE 3500 PSI POURED ao CONCRETE FOUNDATION WALL W/#5 REBAR @16" O.C. VERT. #4 REBAR @16" O.C. HORIZ. ON 2'-0" W. X 1'-0"D. P.C. FOOTING W/THREE#5 BARS 1 rq SLAB CONSTRUCTION: V) 4" 4000 PSI.POURED CONC. SLAB ON -a SECTION 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED Z SCALE: 1/4"=1'-0" STONE COMPACTED FILL W H Q O I H Ia I BALUSTER SPACING TO NOT � EXCEED 4" BETWEENW Q NEW GUARD RAIL \ \ 36" H. HANDRAIL AT OPPOSITE WALL —,,, v- NEW BASEMENT ACCESS DOOR TO BE , SELECTED BY OWNER _ \ o ac%) NEW STEEL DOOR AND FRAME 1„ TOP OF NEW WALL I I VRI ED AND PAINTED IF HEIGHT PRIOR TO ORDERING. „ 11 rq— LO I I COORDINATE WITH OWNER i ° • 2" (2) #5 TOP CONT. U° #5 AT 24" O.C. VERT. E.F. - \ • o 01 #5 AT 18"O.C. HORIZ. E.F. c� � 2X4 KEYWAY CONT. (TYP.) • #3 ON S C _\R TYP. (2)#5 TOP CONT. w Z • #4 AT 8' C.C. I U 0.j 10 #4 AT 2 ' O C. #5 AT 12"O.C. VERT. #5 AT 12" O.C. VERT. d I W au #5 AT 12"O.C. HORIZ. #5 AT 12"O.C. HORIZ. w _ F. Q _ • un EXISTING BASEMENT SLAB AT DATUM ELEV. 0'-0" EXISTING BASEMENT SLAB W Q z Z • AT DATUM ELEV. 0'-0" w o z • x Q (3) #5 BOT. CONT. (3)#5 IBOT. CONT. � • 0 w q pq ---- L� ---------- ----------------------------- 1'-4" op '01 o C) H �, ..SECTION SECTION 2 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" TIIESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF TI IE NEW YORK STATE EDUCA'1ION LAW. SEAL : A (�, OF ` y PG �C . O� REScheck Software Version 4.6.1 2010 New. J� = REScheck Software Version 4.6.1 York Foundation Inspection Complies? Comments/Assumptions Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Energy '1930 calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Ener C.L/J Inspection C h e C kl S 303.2.1 Exposed foundation insulation ❑Com Iles .Exce tion:Requirement is not applicable. Compliance Certificate P pP p P 9 9 9YP p P q PP � Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in [FO11]2 protection. ❑Does Not ESSI� the REScheck Inspection Checklist. Ener Code: 2010 New York Ener Conservation Construction Code gy gy ❑Not Observable Name-Title Signature Date Requirements: 40.0% were addressed directly in the REScheck software ___ ❑Not Applicable 8 Snow melt controls. ❑Complies Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each 403. 2 ❑Does Not Project Todd Residence requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [FO12] - is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ❑Not Observable Energy Code: 2010 New York Energy Conservation []Not Applicable CD� Location: Suffolk Coun' , New York Section tY # Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Additional Comments/Assumptions: : ._..-. Construction Type: Single-family' & Req.ID Value Value \ Project Type: Addition 103.2 Construction drawings and ❑Complies Requirement will be met. � Climate Zone: 4 (5750 HDD) [PRI]\ documentation sufficiently ❑Does Not - \ Permit Date: demonstrates energy code Permit Number: ❑Not Applicable 'compliance for the building _ envelope. PP � -- Construction Site: Owner/Agent: Designer/Contractor: 103.2, Construction drawings and ❑Complies 403.7 'documentation sufficiently ❑Does Not 670 Bayview Drive Lou Pascarella [PR3]1 demonstrates energy code South Hold,NY Luigi Pascarella,PE,PLLC t., compliance for lighting and ❑Not Observable P.O. Box 797 ;mechanical systems.Systems []Not Applicable Deer Park,NY 11729 631-421-3734 serving multiple dwelling units ,must demonstrate compliance n , with the commercial code. _ 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies ^ [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not Co( on loads per ACCA Manual J or Compliance: 5.9%BetterThanCode µ Cooling: Cooling: Maximum UA: 424 Your UA: 399 other approved methods. ❑Not Observable W The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. BYU/hf_ Btu/hr ❑Not Applicable It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home- EnvelorJe Assemblies f� Additional Comments/Assumptions: ^ H b4 Flat Flat Roof: Flat Ceiling or Scissor Truss 299 42.0 0.0 0.028 8 Second floor Cathedral:Cathedral Ceiling 782 42.0 0.0 0.025 20 First floor roof:Steel Joist/Rafter, 16"o.c:.:2x10 535 42.0 0.0 0.035 19 Front Elevation:Wood Frame, 16"D.C. 814 15.0 0.0 0.077 55 d' Window 1:Vinyl/Fiberglass Frame:Doubl'e Pane with Low-E 94 0.330 31 ¢ Z Rear Elevation:Wood Frame,16"D.C. 814 15.0 0.0 0.077 37 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 171 0.330 56 n a Door 1:Glass 159 0.330 52 Right Elevation:Wood Frame, 16"D.C. 504 15.0 0.0 0.077 32 Window 2:Vinyl/Fiberglass Frame:Doubl'e Pane with Low-E 87 0.330 29 v W Q" ►.-�( Z Q W Left Elevation:Wood Frame,16"D.C. 504 15.0 0.0 0.077 32 `- Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 86 0.330 28 O CD W W E..� U N Q E~ 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) 1High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 Z Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 1 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 2 of 7 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 3 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 4 of 7 Residence\Todd-RESCHECK.rck Residence\Todd-RESCHECK.rck Residence\Todd -RESCHECK.rck Residence\Todd-RESCHECK.rck W I� Section 2010 New Section Plans Verified Field Verified Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions York Insulation Inspection Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions Value Value & Req.ID Energy & Req ID /" � 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. 303.1 All installed insulation labeled or ❑Complies Requirement will be met. 402.4.2, Building envelope tightness ACH 50= ACH 50= ❑Complies Requirement will be met. 0 1,4 iv r( [FR20]1 is listed and labeled as meeting ❑Does Not [IN13]2 installed R-values provided. ❑Does Not 402.4.2.1 verified by blower door test result ,❑Does Not AAMA/WDMA/CSA 101/I.S.2/P,440 [FI17]1 of<7 ACH at 50 Pa.This 1 ry Cry []Not Observable [-]Not Observable requirement ma ❑Not Observable ._r:` � C' ^ or has infiltration rates per NFRCy instead be met � .. 10 n 400 that do not exceed code ❑Not Applicable ❑Not Applicable via visual inspection,in which ❑Not Applicable limits. case verification may need to :■ ,n� 402.4.5 IC-rated recessed lighting fixtures` `v❑ Additional Comments/Assumptions: Complies Requirement will be met. occur during Insulation r � CcdG, Z Inspection. 0 [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate&It;=2.0 403.2.2 Duct tightness via post- cfm _cfm ❑Complies Imo■ 1"" cfm leakage at 75 Pa. []Not Observable [FI4]1 construction with maximum ❑Does Not t � a' ❑Not Applicable leakage of 8 cfm to outdoors,or a cy 403.2.2 All joints and seams of air ducts, ❑Complies 12 cfm across systems.For ❑Not Observable �," U [FR13]1 air handlers,filter boxes,and ❑ i Does Not rough-in tests,verification may ❑Not Applicable e f 'cat e V) building cavities used as return need to occur during Framing W ❑Not Observable Inspection,with maximum ducts are sealed. p Q ❑Not Applicable leakage of 6 cfm across systems I1,. 7-7,+' *t.i?i".�'d *+ 403.2.3 Building cavities are not used as ❑Complies and 4 cfm without air handler. Above-Grade Wall 15.00 [FR15]3 ducts or plenums. ❑Does Not 403.1.1 Programmable thermostats ❑Not Observable ❑Complies [F19]2 installed on forced air furnaces. ❑Does Not Below-Grade Wall 0.00 _ ❑Not Applicable ❑Not Observable Floor 0.00 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies ❑Not Applicable 2 s : 403.1.2 Heat um .v. - Ceiling/ Roof 42.00 [FRIT] above 105 F or chilled fluids. ❑Does Not pump thermostat installed Applicable � below 55 QF are insulated to R-3. ❑Not Observable (FI10)2 on heat pumps. ❑Does Not Ductwork (unconditioned spaces): ❑Not Applicable ❑Not Observable Applicable • 403.4 Circulating service hot water R-_ R- []Not_ ❑Complies - _ [FR18]2 pipes are insulated to R-2. ❑Does Not 403.4 Circulating service hot water ❑Complies Window 0.33 w ❑Not Observable [FI11]2 systems have automatic or ❑Does Not []Not Applicable accessible manual controls. []Not Observable �^�D^oor 0.33 y 403.5 Automatic or gravity dampers are ❑Complies Requirement will be met. _ PP f 05„1 FQI� [FR19]2 installed on all outdoor air ❑Does Not 401.3 Compliance certificate posted. ❑Do s li Not .Requirement will be met. �e .•..:._, intakes and exhausts. [FI7]2 ❑ o Heating System: l� ❑Not Observable a ❑Not Applicable []Not Observable Cooling System: Additional Comments/Assumptions: ___ ❑Not Applicable Water Heater: Q 303.3 Manufacturer manuals for ❑Complies U [FI18]3 mechanical and water heating ❑Does Not ._._ ..-_.....__-.... equipment have been provided. ❑Not Observable Name: Date: ❑Not Applicable Comments Additional Comments/Assumptions: w w W Z r)� z � Wo z W Q U NSW Q w O C>1 � Z ~ - o z � � o 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 Q in, Q Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 5 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 6 of 7 Data filename: C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 7 of 7 Residence\Todd-RESCHECK.rck Residence\Todd- RESCHECK.rck Residence\Todd-RESCHECK.rck THE,SE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO TI IESE PLANS IS A VIOLATION OF SECTION 7209 OF 11-IF NEW YORK STATE EDUCATION LAW. SEAL : _ SECOND STO ADDI 10 D / q t. a4 co, S 6639'00"E CRAWL DRIVEWAY 'yF'�'T �e76.88' _---- ,' RY T N -A-N_ W/BELG.BLK.CURB Fj`_;1 NTER10 ALTE 10 S 0/1 R RAT N LOT 116 r '4 y° 2 q7 20.3• ,�a � �%, H TEST O ¢ 209 MwOLE - TODD RESIDEN-A- CE & ip LOT 115 m r Y h o n; -_aDs 17 0' = U�1 169 v ,1_II PROP. f LOT 113 2ND STY O 247 PRADD. rCJO) 670 BAYVIEW DRIVE DECk 2NDOPY W C sDECi too k%/ WgzRS7q�N °S W LOT 114 a TIE LINES / pb, '/'' EAST MARION NJL1q ,6Y ,0 1 1939ALONG HWM. N 66'49'50"W 4__10 ;%j/",us''w J. NON-TURF C7,64.69 %./ ' ' ;�;/ BUFFER AREA 1 N 17'00'18"W SUFFOLK COUNTY 28.92' ' z BNE�O N PILE S 63'39'27'1V > Z '^ Simpson Strong-Tic H2A N 8T57'S3'W e o TIN 22.99' List of Drawings: ROOF FRAMING DOUBLE TOP PLAT 22.82' DOCK �4 PILE F� W a x T-100 COVER PLOT PLAN �I'RI�G ]'OBD � Z n � w CRI PP.E STU S ^ W T-101 NOTES JACK AND KING STUDS TO BE STRAPPED HEADER-\VIUTH VARIES Q o Q H T-]02 NOTES WITH 1 1/4"20 GA GALV STRAPPING. 12" N U MFI IN ON STUD FULL BEAKING ON HEADER T-103 NOTES ® ! PLOT PLAN A-101 LOWER LEVEL AND FIRST FLOOR REMOVAL SCALE. 1"=30.0' HEADER STUDS -FULL LENGTI T WALL STUD ® ® ° d PLAN A-102 SECOND FLOOR REMOVAL PLAN NOTE: z UPLIFT CONNECTION IS REQUIRED AT EACH A-103 LOWER LEVEL CONSTRUCTION PLAN 1 11 END OF FIIATERAND A'rseTrontoF A-104 FIRST FLOOR CONSTRUCTION PLAN /4"20 GA GA LV STRAPPING HEADER STUDS IN ADMTIOw To 12"MIN ON STIEDCONNECTORS AT WA Lr STtDS.AND AT TOP A-105 SECOND FLOOR CONSTRUCTION PLAN No UPLIFT AND BOTTOM OF CRIP^LPS Lu CONNECTOR RFQt RED A-106 ROOF CONSTRUCTION PLAN Q A-200 REMOVAL ELEVATIONS - POST TO GIRDER JOIST HANGER FOR A-201 PROPOSED ELEVATIONS SIMPSON STRONG-TIE(CC) 2 X INSTALLATION A-202 PROPOSED ELEVATIONS CC INSTALL 16°O,C. Abreviations: A-301 BUILDING SECTIONS A-302 BUILDING SECTION "I'l'PICAI. FRAMING AND UPLIFT ('ONNF,CTIONS FOR OPENINGS ATF ABOVE FINISHED FLOOR O EN-101 ENERGY CODE COMPLIANCE NOTE: CFM CUBIC FEET PER MINUTE C I AST IRON RIDGE('LIPS(LSTAI`I) I (' U ALLO\V.ABLE ASD TENSION LOADS 1 v -1 160 1 BS USE FOURTEEN(14)IOD C O ('t FAN OUT n1\SONRl'UNIT' m NAILS i COL.COLUMN OA OVERALL Q ° CON(' CONCRETE. OC ON CENTER CL CENTER LINE OD OUTSIDE DIAMETER Simpson Strong-Tie ° OPNG OPENING HD7B DL DEAD LOAD _ DN DOWN OZ OUNCE ° DR DOORPSF POUNDS PER SQUARE OT > DPSI POUNDS PER QUARE INCH DING DRAWING Lu PVC POLYVINYL CHLORIDE D\VR DRAWER PC PIECE - ° ° EFIC'I EXTRA HEAVY CAST IRON PERP PERPENDICULAR 0 o PIL PILASTER Simpson Strong-Tie .0- ° : Et..ELEVATION PL PLATE LSTA 18 ° o ELEC.ELECTICAL.ELECTRIC P/L PROPERTY LINE Bldg Dept Copy T13A Simpson Strong-Tie ° ° EXP JT'.EXPANSION JOINT PEAS PLASTER Final reviewed i rents HCP EXT.EXTERIOR.EXTERNAL PLYWD PLYWOOD ZBA FII # ` RIDGE: STRAP TIE HOLD DOWI) DETAIL PROP PROPERTY Date � STUD TO PLATE FAB FABRICATED SIMPSON STRONG-TIE(LSTA18) HIP CORNER PLATE, SIMPSON HD78 PRCSTPRECAST JOIST HANGER FOR LTP4 OR WRAP COIL STRAP F B O FURNISHED BY OWNER WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. LS"FA STRAP TIE INSTALL rt. 16"O.C. SIMPSON STRONG-TIE(FiCP) TENSION LOAD:6645 LBS PREFAB PREFABRICATED 1ICP2-2X NIEN18ER SIZE FIN,FINISH PT POINT U HCP4-4X MEMBER SIZE FXTR FIXTURE PTTV PARTITION Z m NOTE: FLUOR FLUORESCENT Q�QUANTITY FI_ FLOOR W R RISER UPLIFT:575 LBS RA RETURN AIR p z J LATERAL FI-130 LBS FTN FOUNDATION RAD RADIUS g? z LATERAL:F2-��LBS 1"STANDOFF FT FOOT-FEET - ® FTG FOOTING REQ'D.REQUIRED x � SATISFIES CODE REV REVERSE.REVISION p> 3 W G C GENERAL CONTRACTOR ¢ � 3"MINIMUM p<. REQUIREMENTS GL RO ROUGH OPENING SIDECOVER G\V GLASS BOARD 0`< O O ROW RIGHT OF WAY REINF.REINFORCE.REINFORCING / _ i H'C HANUICAPPET o HD WD HARDWOOD SECT SECTION IFI.\ METAL MOD SPECIFICATION _ I I ,a;5(: HM11 IIOLLO\V a` - HVACHEATING/VENTILATING/ cz Ca I AIR CONDITIONING - TBD To be Detcrtonincd i Simpson Strong-Tie —� < .' �� LB POUND TRG TONGUE AND GROOVE TWO — LTB40 LL LIVE LOAD U P.TYPICAL 1 N H2A Simpson Strong-Tie LT LIGHT VIE VERIFYINFIELD ton i L LENGTH/LONG H2A 111iitil?PLANS ARI?AN PROVIDE FOURTEEN MIN MINIMUM W/WITH IN,IRUMPNIOFSERvIcF RAFTER TO DOABLE TOP PLATE (14) WD NAILS Url MISC.MISCELLANEOUSANI)nRE'lll1;PRciPI[R'I Y W C WATER CLOSET OF TI IE ENGINFER AND ALL ALLEY CONNECTIONS JOIST TO JOIST POST TO CONC. FOOTING WD WOOD TYPICAL FLOOR TO FLOOR CONN ECTIONS NIC NOT IN CONTRACT nl.'TO,I'IIONESE P It NS IS A)N SIMPSON STRONG=FIE.(LTB40) SIMPSON STRONG-TIE NO NUMBER W/O WITHOUT SIMPSON STRONG-TIE(H2A) ro�Tnse PLANS Is A SIMPSON STRONG-TIE(\1TS16,A3>F,LS"T:1.4BP) WWF WELDED WIRE FABRIC v1ol.Anorlorsltc'noN H2A INSTALL cn 16"O.C. INSTALL AS SHOWN 44 CBS NOM NOMINAL 7209OF'r1IFNEW YORK Q USE BOTH \'1"1'S 16 AND A35F INSTALL((-i 16'O.C. NTS NOT TO SCALE SI'N'IF FDUcn'I'ION LAW. General Requirements of the Residential Code of New York StateTable3.10 Roof Sheathing Attachment Requirements for Wind Loads- SEAL`- + Table Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Exposure B The below listed Chapters,Sections or Appendixes are only part of the Residential Code of New Requirements-Exposure B able 3.13A Wall Sheathing Requirements for Wind Loads - Exposure B York State. Please refer to the Residential Code of New York State-2015 for any Chapters, Prescriptive Alternative to Table 3 tai " Sc•.tied trait 11 and\pccd!ny.b) •a •;U IUu Illi _u I'll !Jn ILII '��~�•. f Section,Appendixes or Exceptions,in whole or in part,that are not Noted. - 1 Tyree S. Id `A Ind II cid mI,h Wt lm, Iln { T'Ri 1 f!k al 5!fi ATIfI\ti r s I F _ �iODUti and Ran:rc'<rlmeJn,,, a'au Mena,rail(mn-toNad,orl-kI14, n,N 1.IT„e Iedr er ��Tr_- --- ---- .—.---- ---- -t iRL( nR�l-v�xrt. n Unless otherwise expressly stated the words,terms,tables a b rn Rafter and nr I rllmt•In,q,n T Plat<17,nn min 1 "'' `”"` ,""' 11,n:e d'm;r.,ton as r•,,,,nid,t \d� \pacing nn I flrleM ttT, Hrqu•rrd. ep ,Ar„(,:Iran" rc In,i I+,,,\fI,- notes can be found within the Residential Code of New York State-2015" _ _ i ! n I: ❑ n I ,2 + ,: n Iln,hr car M1mn:nv'r I'unrl I'hn_knec:tart.; ?r•1 J 01�i. F, 241 CHAPTER 3 — BUILDING PLANNING r 4 4 Section R301 -Design Criteria 5 I: lar a 4 i s P..;ca�,!.N.,. N OOD til Hl( II It.ALv1Nt-t. CD R301.1 Design-Building and structures,and all parts there of,shall be constructed to safely support r.rnpn\rhmna ehaudona<.un,phnn„r Tahlr i4 n Marr d:mcn,lon acnx"tut„ cI„lnrdcnn.xaur(:reals„er,er:laaA,vme.hfl:I:hn nK.:1eJ,nE.r">ir. ° - r, r r all loads,including dead loads,live loads,roof loads,flood loads,snow loads, wind loads and seismic m �."I,1.,.._II k:.,,,R,..T,,.”I.x,1 nn hn+l hrt,d\pd„Irtr Nhrn arihngµ,,,h are m,mllcd par P,l n,mflav,.thew or mr uv:n:uF:n,6e 11r.and culmu pn>I,hall equal or e...ed me - ° !irihc• :r moron Panel T'h,rknes,on I loads asPrescribed by the Residential Code of New York State-2015. bala'rd tun •..,I nail;rry,.r"+ _1 k°"`°`H,."`I- °e R Ile, "" ° n _- nracplunng.:,,,mn , _I,,tad„n'Ixn„taueJ,nBaan„da,rl,rener e,.erh,e!,,,,,.h:nla.medaa2 ' ,rrl:I- ------ - -- nku\Io-ntHlhl, ;” h ih .s 3s ih g ran ails uh„d,whm ia, cdn _,n,op plan -- - -- in ih Ile iR iK 3k It, 1532 I57' ,Ix.rl.ri,ll:e karat I , ,.,Inn 11n ',�In,hel,:^.1(„nun,,,,\.,,. TABLE R3012(1)- - --- --- - ----- , CLIMATIC AND GEOGRAPHIC DESIGN CRITERICE SHIELD Table 3.48 Uplift Strap Connection Requirements - Exposure B SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC I - WINTER UNDER. (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) - {6 '-—`-`-” — SNOWLOAD` SPEED' DESIGN Frost line I 1 DESIGN ! LAYMENT FLOOD AIR FREEZING C F.I.1, -, nl\(. (mp)_ Weathenng' depth' 1 Tel Decay” TEMP' ( REOUIRED HAZARDS" INDEX -___-- _--_ (Prescriptive Alternative to Table 3.4) 209 120m l cABGORY Severe :3'min. Mod- slight 13 F Yes N/A rnhr,m,l..n Thrlknc uri, - I OSI( FIBrRs()+,xnsnr�r nhnn dm:rn,l.n seer,,,cnld,r _ _ - -. -. ....ll_ , 1)__ M'df mahcs. I R301.2.1.1 Design Criteria- Residential Construction within Nassau&Suffolk Counties must be Dead road Asanmptinna:R,wf Cell-4asemMs DL=15 Pcf °"""”"1'n" °"5.P<"'°`e,"•-`.'r'n`"" "`'°a"`"""' '"° '" r ""`` `':` •"t"`" " """' n;nl,na.'n,:e„n:ne„M1ra,',np atl.:Frd l,.r.,li,r,:ilii learnt(:rna..,n_„,., ,:” •• , ,r,l ha,rd •'r era I. I2 1� I. I 1? I? designed in accordance with the"American Forest and Paper Association(AF&PA)Wood Frame These Spccd(mph l oD srcnnd c„<;WdmJ I—a g5 ui(i nn t,o I10 tau 15n hal re , !•,.a In 1. t I: 1 (� ns, Construction Manual for One and Two Family Dwellings(WFCM)-2001 to ,nn,,r rani- '•�,rh' ^•» 1..t.,. ,r,.nix,,,, 4:-1i-04< n<n.n a R1wf F['an NumMr of KJ Common Aa,la or Iihi 130\Nail, .^-,'s.^•' ^< ,rdu . Framing Spacing lin, ;,,u 1,"„h,:.tar.,h�,. n.n,pe•,..r..wna„hrr l :p,rar M.n"It” •.,„tum.,, ,,.,'..,.nh,�.,r:,, ., r ,n,.,„I,h res_ ,,.n tr,r.,., 1. ,--r Ift 1 In Fach End of 1-1 4”x'_0 gate Strap , r, BOARD ti11F 1"I ore'U /1n •f-,tile"•ha�'IK cJa.ed i. .•. �I I] L ? i i ,nil,•, - .eI.I.In,„m,:n1, rr is Idt.egunal!e a,nisi,,+r marc suPp„rtcl wd C > Table 3.1 Nailing Schedule 16 1 1 1 , i i tn,ispa"'.ng \Mo s ,x t ho ll Hard I lucknuw C, t m I Number of Number of 1 3 J S Spacing 3a Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind ;4 "\ s> 5> 3 8 w Joint Ucscdpion Common Nails Box Neils Nail S 1_ � ; - ,, ROOFFRAMMGr•�•:..;.: -.r '* I I - 3 4 a c .--, - (-Table saTable3.4A)e PerreRcr ,' 1 I _ i 3 4 r c Loads-Exposure B �4 ;x 1 s 1 y <,h ;s Z Rafter to Top Plate(Tce-m,led) ( ) ( T J i J Ceiling Joist to Top Plate(Toe-nailed) (see Table 3.4A) (see Table 3.4A) inner 1 3 4 5 h eT N Ceiling Joist to Parallel Rafter(Fecesnailed) (are Table 3.9p (see Table 3.9A) each rep , 7 4 -_ -_- s...a Q Ceiling Joist Laps Over Panniers(Face-wiled) (sec Tab1r3.9A) (see Table 3.9A) each lap t•:rcc\eaonr r,u. „ - _ '� ^, ace Table 3.6A) (are Table 3.6A) per tie I r. I I 2 0 4 4 'x nil\ u I, T �l Collar Tic to Rafter(Face-miled) ( each end _ re.,:,rr _-_ ---- —�- 1 _ p p q - Ex oSUre B$e C .-1 Blocking to RaRer(Tee-nailed) 2•� 2-I� �n , ) i 1 J 5 ---- Tabde 3.21 To Plate SC lice Requirements for Wind p V, Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 16 s1 I , i i 4 z h _T_71: One-Story Slab-on-Grade r� i.. WALLFEAMR'IG '' _ - r�� I f I-I- t i�.L-L__L t I I Ii f ! 2X 1 Top Plate to Top Plate(Face-nailed) 2-16d' 2-16d' Per foot t —�.__-__—_.__.___.___.__ _ ..'--_ .. Top P1sais tlnterseelions(Face-nailed) 4-16d 5-16d Joints-each Inde i2 1 ' ' 1 4 5 h Crud Sfn,, zi.,vmv.n'.a, , u.t,a . 24”O.C. - en,na l,><'ar,m, _ S-,a. r'k.,J W •� Stud to Stud(Face-milon 2-16d 2-16d 3h , , t 4 J n - k r,:he, Header m Header(Face-nailed) 16A 16d I6”o.c.along edges t` I _ • - i 4 4 -_ `-� I: „ n I. n n A __ r' Top a Bottom Plate so Stud(End-roiled) (sec Table 3.5A) (ace Table 3.SA) per stud 1 n I _ - i 4 1 c Ir;, r,c nes r n ._ , ' r, , - L_o ; 1 � ) � w � Bosom Plate to Floc joist,Bandjoist,Endjoist or 2-16d" 2-16d11 per foot '0 1 _ ' 4 3 5 6 _. --_-- _- _ ^ ”- Blocking(Face-nailed) 19,2 24 1 _ '- 1 4 i b 7 !• o r, r. ,. _ „ _ r. n e _ FLOOR FRAhnNG i` ,,,4 _ _ t 4 5 h g 3"f,Jl:7or,, r. „ ._ n t _ o n I r 1'- ❑ I� Joist to Sill,Top Plate or Girder(Tce-mJed) 4-Bd 4.10d perjma i, - 4 e C n 1' C I] Bridging to Joist(Tine-roiled) 2-8d 2-IOd each end t+ , i 1 5 \ a) n I. r. - n GO Rlockrng to Joist(Tormrkd) _ Snunhv.a tin« R.,'Irr Ira.,•\ 2-Sts 2-Ind rash end ' Blocking to Sill a Top Plate(Tor-wiled) 3-16d 4-16d each block I s , 3 4 c c JtH1 nTHtvo I n 140ARD I ,v P 11 D!N(. Ledger Scrip to Beam(Face-nnlcd) 3-16d 4-16d each joist - 3-10d gal Joist onLedgerto Beam(Tce-wiled) 2I6d' 3-16d per foot ''o J ] 1 1 4 5 L '3.lid 11-1;,r Sner:I,.:' A,I r'.•.Ino.' ___ .. .. I., .. r Band Joist to Joist(End-nailed) pc' - - - sale o•,., .,",..,IY:'r.,, Band Joist to Sill or Top Plate(Toe-nailed) < i 1 5 G x a'6- Structural Parrots ' 8d I Od (sec Table 3.10) i' i s h _ ,� 1 \a� pa.m; ,pa,a. m - .• ,. - , , . Diagonal Board Sheathing pro ih 4 5 n X ... ,.. .,.,r :7•a r,. W 24d 2-IOd per an n , F '.'.pacmz 1'x6"or 1"z8" ' •" 3-Bd 3- it per support - --- -- -------- :.I 1"z 10"or wider 1• ,. nt•hr„.,,i,•he -Je:n.nr.rt:aal ln,rl-a,..i a., ,,.,I xrll ln•.I _ _._- __-__. Q „w, '. 'p"• Ilcun,ur hnxd on acsumptmm wT'ubl<iy I,v„il!`hl'�m.,,,a`mv�:,..r ,... , CEILING SHEATHING _'-.`°",.. i�, ad ,,.iron, x . ,• ,,. ,„ n \,, , a ,•I a�hn'.r`:,recta t•Ia m-;.,. -...�, .-. ._. ._... a _.., d :.:n,:m,crhvnrcyuncnurB4>,umcehtule,nglx4tedlnliap snrrH " >P+rn:9., w l„rh.:..,nr her a:2.-t;.n:,:;nr:ad •t, tap ate Splice Requirements for Wind - Exposure B & C All Other Case SJ cooler Sig coolers 7”edge:to"field ,.�.tr:r.lisnt l..r,In ilei u r n, - Gypsum Wallboard a,nnecu,..•rryuurrnent>assume a rna snail e<dmg ascrmhh dead Iu4J of`�p<(In p0 z 15 pct='+pati. JI,: WALL SHEATHING res: -r,1v,•r it the a•Ihn hi\o not con h.the number„f n arts shall I","r .panel,:,nn;ul,anvr.,'„\ami,.h,a!F,paw,.c res he>ul•,•IIL" ,e .gyp.f,cnnhi�, a„c n,. res„f assemhh•.the tahurated �+ ,:m,. ., n,.n -- \f, see Table 11 I;!oa.l atJ t the.;tan ^.a ,aa.m„,,,nm<a 1•:u!dl,c L,,,:,d a 1.,.,�or R Structural Panels Sd IOd ( ) r•�.Here Heli'+\I nal, Fibcdtoard Panels Sli::,nmm ASTM 16171ir.,Jr is Ili It”, 7116” 6d' 3'edge 16" 25132^ lid' 3”edge/6"field 4 Gypsum Wallboard Sdcoolers Sd cooler 7"edge;10"field Table 3.6A Ridge Tension Strap Connection Requirements for Wind-Exposure Table 3.12A Roof Sheathing Requirements for Wind Loads -Exposure B Hardboard 8d lid (sec Table 3 11) z lid (sec—fact..,) 0 Particleboard Panels sec (PreSrnntrde Aiternatm«'(o Table 3 0'. _ ❑ ! � 1,=, Diagonal Board Sheathing ______ (nn,�I:,d 5a..: -� 'rn 1•.n ,!n :" I; <n 0.. I"z6"or 1"x8^ 2-8d 2-10d per support I"x10"orwider 3-8d 3-IOd per support Dead I old _ ---� \I RI OT(R 11,S14A,I Hl\L V) FLOOR SIMTHING _ -______ \`;,,• ,J bile—T" I �'n,l I1 n liar '4,-�_- <I� tar „ seri,,}1rnl.,,o, I_ upi LLI Structural Pawls -_- ,,,•'+ n Por teas 1d Oil 6"edge/12"field ,t r,,,.` P,a Cr." n,,.. al,aumon\a,!,.,r Pk7 H.„\a•L.n ca,!.end rf 1-1-, Star ' .•„ - - I0d 16d 6"edge/6"field ttaner lr. �-vc me P,tc'Th:a.n\„I,:, . . , grater than I” _ __ ' Diagonal Board Sheathing = ___.--__-__ ,v i` ;y ,` Z, I ..' n hc,..•s) 1"oV or 1".8" 2-8d 2-10d per support 1"z 10"or wider 3-8d 3-I0d per support 0 - j _� _ 1 4 i .. .. - ' Nailing requirements are based on roll sheathing wiled 6 inches on-center at the panel edge.If wall sheathing is wiled 3 inches on-center at the '` _k panel edge to obtain higher shear capacnfes,roiling requirements for sn-iii al-.be.shall be doubled,or alternate connections,such as shear ', - J < r l ! \ ` plata,shall be used m maintain the load path. -. - t 4 < "1 h I 1 _---_- When wall sheathing is continuous over connected members,the tabulated rnwba of mils sledl be permitted to be redeced to 1-16d w,l per feet •`, > 1 I q W Corrosion resistant 11 gage roofing nails and 16 gage staples arc permitted,check IBC for addrtional requirements. - Bt)\HUlilt 1TFIlm; - -- - ' - I --..___. I,hae,ae411,•,•,,,i„r nx,rr,upn,.r.,_ AMERICAN I-ORCST&PAPER ASSOCIATION \tmam lic•.r:;T'n,nn, ,in> I { 4 Table 3.28 Bottom Plate to Foundation Connections (Anchor Bolts) Resisting 14 14 Lateral and Shear Loads from Wind-Exposure B _ 4 D __--_- Bldg Dept copy from ZB :'Prescriptive Alternative to Table 3.21 I__ + e ” Fina reviewed doeumen -- - - - - zBA Ile 37 I,res,•\,-r,rnd ilii,,\l I,,, , ,p,.aJl,rn. Dat I I L B„vow Pie,.m Fn,.a. .In J Table 3.126 Maximum Roof Sheathing Spans for Roof Live and Snow Loads 'I U „nri I , n ._---'--- ,•, nr„rnv±o m,at 32'D.L. x .-_ _ _ —— ,:,uta• I �_ 1 ead ts, mPuoun:Ka,u.' •emhls DI 'l ._. ...-_ ... s > nraA 'I t I __ I— Prr„ni. .:•liner•air h„r•!„n a„un.•tl,vt,Ir rah,::: �' - tt hen tar�hur h•II,arc u,e,!h,re,:,,uphrt lideral.aril shear L,.rM the,. mum ar,clz,i h,'n.: „�.hall•,.,I r,er.J in.'„« ,.f 1!: ....rcJ I � I - I � ' 4 l` W C Z ,.lac•l,.! hilload,Ilah!c'2t.nr laoral ind,heabod,rTanlc1211"Irnr mh<r.n•,.h^rI„IA haul,,1,111,rr Se,Hila t_1',:,d .• .- Tahu!a,ed a Harr hdi,,iamb I,,Iii:-dl a:,J Ahr.,r lo.,.h aileron•call,arc,h<nhed,n sac„n!e,kr,,,h+n 1,•,n i• 7„.nh-.a,',,nr.I,Int r., I -- i%LST,(Paai26.S�(N:6V I!)ra z � nne,n,r tahuial.dal,h,vh..:r,p,I,Inai,,hil-1,do,&dI,Ihrarpn,, „le,h^arh renin„I,near,r,s l:,r In l,hl.::l-;, ,n,I I�.,.,,< ,1.. - _ 4 , 1t. ' h.n:free,ism,.! ,wmJ, •J„ea cr u,ihao,halne;l!a,esJ.a,Ic Pam(d;,:a ,nen:r2 rot an-C—no,n.,r•,h It •.,I ,i ',� ., pa ,✓ I man Co ml'r. Ker.--Her ;n 2 __ 4 4 I r_ —T-� lt:• m O�< � O ha JrarnunnJ.nag rhe Lads fmlC"fahl:l !: ! + I • r !h lone” R.,v<r Jnr„\n.I_;,_,a+I �"� � z C Table 3.21 Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 1 / =” l''3= =4 J - Resisting Uplift Loads from Wind-Exposure B men„ res n, a 4,24 J3 73 24 _4 C) ? Ca z ^ lah,J.u,d, ,hul!hr m aril,p.ud'r,0'U Jnr r earn Ln:rtrJ,ur :rr• .Jing O (Prescriptive Alternative to Table 3.2) Q Tech„Ln.i rl,k>x.,un.. ,ail,f„t.n,a hi.ill v f,r,ala .r.t\, ,..r!s ::Ic 1! ,(.:. i•+i- .. _ - J O < Oi T.iiit l.,:r.l ....,v,or. ,,,,wenn a:r iia,,.I a,...a,Ln.rf nem,.Il r,Id.•,. nu,.,,, .,dyad load in r. ,:r:a,mrnt i , :r . -„ ]4 CC E"-, n n 71,_.,Sit, l;ustUnd a, Inn 'In O to ,_Ii I<n lel,.,I.,:a,l...n:lcai„,rr:,:,:rm<n„,•a h '„n.I I.'ul.,.rl n .I ,.,r < r.,l',I,:,, t, ,Idgec ,,y,\,n,. ti,rail len hl If, It.,nu,n l•I.,:r D,f„urhlannn ln,her li,Il ,„hl.,t:,l,nlua•,h,,'Ir al'r`"pnia,r n,,.t;I;I':e:hcllrw ____ AN }buid.uum Suppxlu,g V,nunwn.\rill.113,16,as n 1' 32'OC. \., Vv` JF - i 1, 1T RI 1'PIANS ARE VI nn Resl,l,nt Rlduc i,,necn,.n p I In, I: _ — _ I arts,,.,-d\F�•�i INS'ITi1fMT,N'(OI'SI?RVICh r Fn,I!or nidi :un I;a Inn "„ :are r .ilii, c, _ It, 1. I 1: AND,ARE'1'IIF.PROPERTY 1.1 loo” _ 4u _> _ tt neo tae Lmula;rJ nm Iho.I a,uh rryuura;n rad:eue nt I .rasp„r.Itul u, utd:ha•r.,ra,ng,A arta,hoer_ r._,..,.a with t,, OF TTIf:I:NGINFI:R pini: o•..4 _ , , , . - f ire ALTFRATTON OR ADDITION __ - tt!tar,.,,tile ,„ed Le...n n•,.1:a,reap,!•,-'u..,,u , Ind r„ , wren In rack end nr:hc ,rd nor 1 I), 1,011 IIi51E PIANS iti A ,.. Pn.al,p,�..I,na:>e„h.f>,_d.,r e.<unepa„n,In I ld,1: n-s1,„r[•,,nan,her„s a h,•.nab„I rarer a•r.:.- ::r I r n«.' ."'„'n i 4 VIOLA'IION OF SIECIION a h,. , ,.,t•,L;,.In�"libel,,; ,,,,;.I.r.;.,<ria ,e`•, a,nl it rs,. !lila .a raL and:hear Ion..,.!hen r,a.,r: I,1•a,Inc ilial(„•t<.rr:,,.r L,,.I ;'La, rat' •r,l rh.I:I„11 n-d n n'd,e ,! 0d h,,,nn.l" :ur ,�'t, a Illy•lent, 7209 OP 11 It:NEW YORK I.,r uphn,(swill,T'andc i r^r Iare el.,nil,hat,Iu.Id,fT.'Ir:2R� For SI'A'I'I'.IipUCA'IION LAW, SEAL : R301.2.1.2 Internal Pressure- Windows in buildings located in wind-borne debris regions shall Section R308-Glazing Exception:Waere a stairway of two or fewer risers is located on the exterior side of a door,other than 6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the re ,/ have glazed openings protected from wind-borne debris or the building shall be designed as a 11308.3 Human impact loads-individual glazed areas including glass mthe required edt door,a landing Is not required for the exterior side of the door. weather,such as concrete or masonry slabs,unless separated from such floors or roofs by an C"'%irrors in hazardous locations q b q -" impervious moisture barrier. ¢ partially enclosed building in accordance with the Residential Code of New York State. Glazed such as those indicated as defined in Section R308.4 shall pass the test requirements of CPSC 16CFR, in*protection for wind-borne debris shall meet there requirements of the Large Missile Test of art 1201. Glazing comply with the CPSC 16 CFR, Part 1201 criteria for Category t or R311.5.1 y1'idth-Stairways shall not be less than 36 inches in clear width at all points above the 7.Wood furring strips or other wood framing members attached directly to the interior of exterior opening p q g P g p y g ry perliiitted handrail height and below the required headroom height. Handrails shall not project more +mason walls or concrete walls below *lade except where an approved vapor retarder is applied ASTINI E1996 and of ASTI`1 El 886 referenced therein. Category Il as indicated in Table R308.3. h ry g P PP P PP ° - b n than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and between the wall and the filrring strips or framing members. TABLE 83083 below the handrail height,including treads and landings shall not be less than 3 L5 inches where a o Exception:Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 MINIMUM CATEGORY cLAsslFlcanoN of GLAZING g g Section 8320- Protection Against Termites -- - -"" --"--- - -"-" - handrail is ins added on one side and 27 inches where the handrails are rounded on both sides. ' GLAZING IN DOORS P feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut GLAZED PANELS GLAZED PANELS AND ENCLOSURES R320.1 Subterranean termite control -In all of Nassau and Suffolk Counties,methods of GLAZING IN STORM REGULATED BY REGULATED BY REGULATED BY to cover the glazed openings with attachment hardware provided. Attachments shall be provided in EXPOSED SURFACE OR COMBINATION GLAZING IN ITEM,OF SECTION ITEM 6 O SECTION ITEM s DF SECTION SLIDING GLASS R311.5.2 Headroom -The minimum headroom in allarts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment,pressure preservative treated wood in accordance with DOORS AREA 01 ONE SIDE DOORS 8308 4 R308 4 R308 4 DOORS PATIO TYPE P y accordance with Table R301.2.1.2. OF ONE LITE category Clafi51 _rcat,g.ry Class, _Icalegorvela:4) ICategoryClassl ICae9 + nryc,asseg ) LCatory Cl-) 8 inches measired vertically from the sloped plane adjoining the tread nosing or from the floor surface the AWPA standards listed in Section 323.1,naturally termite resistant wood or physical barriers - --- -- - I I I_ _ _ tit; _ _II n such as metal or plastic termite shields),or an combination of these methods. C:) ` TABLE R3a1s _t'�!__�� _- of the landingor platform. ( p ) y MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (In pounds per square foot) 11 II I I II 11 11 USE _ .LIVE LOAD " "^ "`"' R311.5.3.1 Riser height-The maximum riser height shall be 8.25 inches.The riser shall be measured All-UIm I:wnrd,l„r.,r.,'�° ', v, __''� vertically betveen leading edges of the adjacent treads.The greatest riser height within any flight of CHAPTER 4 - FOUNDATION ` R308.4 Hazardous locations-The following shall be considered specific hazardous locations for the stairs shall not exceed the smallest by more than 3/8 of an inch. Section R402- Materials -- �. purposes of glazing: - - Compression Strengths for Concrete Basement Walls, Foundation Walls, - ------ -- -- • - Concrete All R311.5.3.2 Tread depth -The minimum tread depth shall be 9 inches. The tread depth shall be Basement Slabs and 0 other Concrete Structures shall comply an, •'.fix_' ;,, 1. Glazing in swinging doors except jalousies. measured horizontally between the vertical planes of the foremost projection of adjacent treads and at P Y with Table 11402.2. 4i,Llydr.la,.tn.1 n.rndr.Io:' ..r. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and hifold right angle to he tread's leading edge.The greatest tread depth within any flight of stairs shall not Section 8403- Footings - - - _so _ closet door assemblies. exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 - R403.1 General-All exterior walls shall be supported on continuous solid concrete footings which 1'.,'.rn r•r,ch:.lr e„LL•t•,' _-_-,_._ ,�,' _ 3. Glazing in stone doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads shall be of sufficient design r Section 11301.6 ..---- --• -- MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Ri,,,,,,,,,,l,i.nh m.kC ❑ r , y „ Glazing , sU cent design to accommodate all loads according to Section 8301 and to transmit the PER SQUARE FOOT OF HORIZONTAL PROJECTION ------------ 4. Glazing m all unframed swinging doors. shall have a minnnum tread depth depth of 6 inches at any point. Within any dight of stairs the W - A I sl,•,• K,,,,, resulting loads to the soil within the limitations as determined from the character of the soil. Footings W TRIBUTARY LOADEDAREA IN 5. Glazing in doors and enclosures for hot tubs,whirlpools,saunas,stearn rooms,bathtubs and greatest wmdL'l•tread depth at the 1-inch walk line shall not exceed the smallest by more than 3/8 inch. g �• SQUARE FEEL MFOR ANYEMBER st nr, shall be supported on undisturbed natural soils or engrneered fill. F- I sTR_uc.uRAL MEMBER _-- --- ---- -- --- - ----.----.-____-- . showers. Glazing in any part of a building wall enclosing these compartments where the bottom Winders are penmtted,provided that the width of the tread at a point not more than 12 inches from the ROOF SLOPE 0 to 200_'201 to 500 1 Over 600 I„1 SI I,,:wnJ Irr.,,u,u,I,,,, n, i.,,,.u,•in,',_ n.n, r" - p,nlxl- 4 \ exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking side where the treads are narrower is not less than 10 inches and the minimum width of any tread is not 8403 1 1 1�",'n.r°4 n1,nr.I�r I, I`i,;,;,,,ce.,r,:r N,",,,01,`n.(`,,1'a,•"I'r,,inn,•,:, ".R,wnd,.. I,I less than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side minimum size -Minimum sizes for concrete footings shall be as set forth in Table R403.1 4 surfaces. F-� -._-.-..--..... where the tread is narrower. l Z ARRhr,,, art,..I. c,:n,<r„g,n,rry:,,r. „n\r,r1„n Rvl'-,!n a4 REINF;�RCIN,'a 1�1 r-, C) Ir.,rh.m Cm,hr.Fir f,"n,l 111 in j i4 I I' ,omr:nlnr,al r.ILny m,a.°Q Ca n,.r 10W!',�r -,,,,, c 111 a iW a as ,- ING W 6 Gluing in an Individual fixed or operable panel adjacent to door here the nearest vertical edge - t--- -- ;•:..,rm,,.,Hncr,n,.,r,.,,;r:,r,lr„n•.rrnr„•n, ,,,,,,1,,,.r.,,,,,::n.,. NFO r T RAR I'1_I RC is within a 24 Inch are of the door in a closed position and whose bottom edge is less than 60 Inches 1q N Mlt. BAR M R: I:rl,,n,•,Ih•,f,",I,I I, ,r.'m,rr,4:,n,n,•,,,:,It-I.....,-,•,:,,Ir,,,,.nln.....,•n.:............ .:.. R311.5.A Landings for stairways -There shall tie a floor or landings at the to and bottorn of each �-� 1 •,G,I, to 1N MI _ ,- (� w i I` g Y P N LrN iv'.u,, u•h :,r•n,."4,.r,.Ihle,d,„n;auu�v.nr,Lm•1.I'r, ;.,Lr:! .I _ , •.I, above the floor or walking surface. d1,, 1,.n1oJ w,In",w.,•lanr,,,,I,r r.,,"I„r.Ile„ stairway. ._.r.. 1.a 11 I"1".:e 1.'a r,1$01 n• I,.�„�d I,.,l,,.n,�I-,-nrl4"+,.\�m. ugh,w„I:m.....0,:.I„rl,,.ul ter,ln„,1.;:,"un„�•11,�,I�.t.,,n,urn",�Ilk gilt � _._. C'4 7. Glazing m an individual fixed or operable panel,other than those locations described m items 5 Z w I,nd,Ix,e,n-,,,,.,,n„n,,, �.,,„d,n I,":i,..,d,cyr,nr,,.rul. � and 6 above,that meets all of the following conditions: Exception: A floor or landing is not required at the top of an interior flight of stairs,provided a door a ^ TABLE O STRUCTURAL 7.1 Exposed area of an individual pane greater than 9 Sq.Ft. does not swinf,over the stairs. '"" r•'°" �I 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS""' T �4 - `--. - 7.2 Bottom edge less than 18 inches above the floor. ce `O ALLOWABLE � �.' .,i MEM a STRUCTURAL BER � DEFLECTION - - -; 7.3 Top edge greater than 36 orches above the floor. R311.5.6 Handrails-Handrails shall be provided on at least one side of each stairway with two a� -.�__ ..,.,_.,•�_,.�,- r...� w ¢ X` Rullrl,ha�mc.lulx•'ereatcr th.ln?!I_wnh nn Vt�tl � V-• 7.4 One or more walking surfaces Within 36 inches horizontally of the glazing. more risers. Handrail height,measured above stair tread nosings,shall be not less than 34 inches and a W � w ,.uu�hrJ errltm'.tN,,rhrd n,raftrn not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a q �• 3F JJ 6•PJ ( - -- Section 8309-Garages and Carports - w r1,,:'L 4nd d.t.kn•d,cdrn;" _ I L;;r,,, point directly above the top riser of a flight to a point directly above the lowest riser of the flight. a4 REINFORCING 1------- '- .. I�u nrnrr.rDl:nlrm R rntn<I. __ _1u R309.1 Opening protection -Openings from a private garage directly into a room used for sleeping Ends shall be returned or shall terminate in newel posts or safety terminal. Handrails adjacent to a 18 I I MIN LENGTH CA Q purposes shall not be permitted. Other openings between the garage and residence shall be equipped wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. U EXII'Ilul u,t11, Rh,hoer.m,Iurru lnn.h--. --- -- --- ,,.r�r,.,r.,rr.,.,Lsn r,,.,.II rM,•,,,,ro rm,L„.,,.In n,,,.r Ir --=1'-- 11''`'0 with a 3/4 hour fire-protection-rated door assembly equipped with aself-closing device. P Tn,•mr„,,,,»r..,,:,,,:1., l."rrrn,r ualb „Ind l,urd,'urllf hr It-, hRr"I"- •.ln _.. _ ,h,ru:d„r,nn•nn.,•r,n.,,,t„d.r.,..re0..,,,.,1r1,-ti.,•.'•r,n rm.<"n,,.,,,+",r,., ii1 "" "'I'"`'" r"''I 11-" R309.2 Separation Required -The garage shall be separated from the residence and its attic area by 831210 Guards required SPorches,balconies of raised floor surfaces located more than orches a N/YFE I , 1-1h a Rai,n n, horizontal or vertical separations conforming to Sections R309.2.1 and i 309.2.2. q FIGURE 8403.1 5 v IIll,ur,dt,,r7'ItAltk;x fmtml,claArun,07lln,r,nc,(,,.nR:nn•nt,md above the floor or grade below shall have guards not less than 36 inches in height. Open sides of STEPPED FOOTING ("L,Jd,np h,.el.nv Nnpnrr•,rd'hr Irrrrnunu,_•derlr,,u,n Invn.nrrrul Z stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not h h,m::malo,rnnrmhenl .h.Ill,a•,.,Lrn.of„,,r lhr l.n•,h,•I'h,„nnln•r g a 8309.2.1 Vertical Separations -Where partitions are used to separate vertically an attached garage less than 34 inches in freight measured vertically from the nosing of the heads. Section 8404- Foundation Walls F,m al,.minum<rnl�n,r.,I n,rn,nrn:.I a�,u,�l,o'rJ w„e,l.,,r,,.d 1.,r,.,,n- .,;.nr" f,,,,,,,,,,,,„ n,,,.,I).R„In,,,:,,,_�,a rl,'.„r.m.Ja1.h from the dwelling or its attic,the partition assembly shall have a 3/4-hour fire-resistant rating. Y g R404.L2 Concrete foundation walls -Concrete foundation walls shall be constructed as set forth in Tables R404.1.1(2), R404.1.1(3)and R404.1.1(4). n.,.,e,I;r,.1,,,;,.n.,tl n :M,I„r'.,,,h,,,r:,,:,;I R312.2 Guard opening limitations - Required guards on open sides of stairways,raised floor areas, w R309.2.2 Horizontal Separations -Where horizontal construction is used to separate the garage from balconies and porches shall have intermediate rails or ornamental closures that do not allow passage Q Section R303- Light, Ventilation and Heating the residence or its attic,such construction shall be protected with one layer of 5/8-inch thick,Type-x, of a sphere 4 inches or more in diameter. p All Residential Construction shall comply with this section when referencing Habitable Rooms(9% e}Psurtr board, installed in accordance w ith the requirements of Section R702.3. Openings in Light&4%Ventilation),Adjoining Rooms,Bathrooms,Stairway Illumination,Required Glazed horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313 -Smoke Alarms,Automatic Sprinkler Systems and Carbon \ertical separations. Where the horizontal separation is a floor-ceiling assembly the structure Monoxide Alarms Openings and Required Heating(68°Min.). supporting the separation shall also be protected by not less than 5/8-inch thick,'Type-x,gypsum TABLE R401 41 8312.1 Smoke alarms-Single and multiple-station smoke alarms shall be installed in the following PRESUMPTIVE LOAD-BEARING VALutS OF board or equivalent. FOUNDATION MATERIAI S R303.6 Stair illumination-All interior and exterior stairways shall be piovided with a means to locations. 1. In each sleeping room,2.Outside of each separate sleeping area in the immediate - --- Section R310- Emergency Escape and Rescue Openings vicinity of the bedrooms.3.On each additional story of the dwelling including basements and cellars LOAD REARING z illuminate the stairs,including the landings and heads.Exterior stairways pro\idimg access to a g Pg. g PRESSURE g g } 1 � ,Po�eas ter 8310.1 Emergency escape and rescue openings required -Basements with habitable spaces and but not including crawl spaces and uninhabited attics. In dwellings or dwelling units with split levels CLASS Dr MATEP'AL oquarc leo•, basement from the outside grade level shall be provided with an artificial light source located in the and without an intervening e\er} sleeping room shall have at least one operable emergency escape and rescue opening. Where g door between the adjacent levels,a smoke alarm installed on the upper immediate vicinity of the bottom landing. emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story U below the upper er level. When more than one smoke alai-in is required to be installed within an }' "'' "' ''`-` '" w inches above the floor. PP q ' "" Section R305-Ceiling Height individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation 8305.1 Minimum Height-Habitable rooms,hallways,corridors,bathrooms,toilet rooms and 8310.1.1 Minimum opening area -All emergency escape and rescue openings,except Grade floor of one alann will activate all of the alarms in the individual unit. The alarm shall be clearly audible laundry rooms shall have a ceiling height of not less than 7 feet. The required height shall be Openings,shall have a minimum net clear opening of 5.7 Square Feet. Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed. All smoke alarms 1,. '111,•Ln 'I:,,•,, ' measured from the finish floor to the lowest projection from the ceiling. a minimum net clear opening of 5.0 Square Feet, shall be listed and installed in accordance with the rol,isions of this code and the household fire "`I P ,(, \II •.1,1.,,:11 u, warning equipment provisions of NFPA 72. - Section R307-Toilet, Bath and Shower Spaces 8310.1.2 Minimum opening height The minimum net clear opening height shall be 24 inches. l A lit LLIx R313.1.2 Power source-The required smoke alarms and carbon monoxide alai-ins shall receive their 8307.1 Space required -Fixtures shall be spaced as per Figure 8307.1 R310.1.3 Minimum opening width -The minimum net clear opening width shall be 20 Inches. primary power from the building wiring when such wiring is served from a commercial source,and A when primary power is interrupted,shall receive power from a battery. Wiring shall be permanent + erg rt a owe nils et grace -Concrete and masonry foundation walls shall extend above Idg Dept copy WALL- WALL WALL ,WALL py fro . 41N / �. a w . �. 41,v 21N -.IL- / 8310.2 Window wells -The minimum horizontal area of the window well shall be 9 square feet,with and without a disconnecting switch other than those required for overcurrent protection Smoke the finished grade adjacent to the foundation at all points a minimum of 4 inches where masonry t1�1 reviewed d BA r-== veneer is used and a minimum of 6 inches elsewhere. BA File# ocu e T T a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the alarms shall be permitted to be battery operated when installed in buildings within commercial power -73� nt5 f - rt ,LIR I- ;- P opening } P g g P g 11 � emergencyesca a and rescue o enin to be full'opened. or in bwldin>s that undergo alterations,repairs or additions regulated b}•Section 8317.1.1 ate: � -+ �- -- L-1-11 ". R404.1.7 Backfill placement-Backfill shall not be placed against the wall until the wall has - i Wy ; '; Exception: The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a R313.4Carbon Monoxide alarms -Carbon monoxide alarms shall be installed in the following sufficient strength and has been anchored to the floor,or has been sufficiently braced to prevent -21;N WIN maximum of 6 inches into the required dimensions of the window well. locations: 1.Within each dwelling unit on any story having a sleeping area. 2.On any story of a damage by the backfill. mIN CLARANIE dwelling unit where fuel fired appliances and equipment,solid burning a> l w -'v Iincesand a ui meet, U LAVATOR�F4 11310.2.1 Ladder and steps -Window wells with a vertical depth greater than 44 inches shall be fireplaces or attached garages are located A carbon monoxide alarm installed on any story ofa Section 8405- Foundation Drainage z w equipped with a permanently affixed ladder or steps usable with the window in the fully open position. dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and R405,1 Concrete or masonry foundations -Drains shall be provided around all concrete and w - .-'•I IN CLEARANIT 4'' /•��^�.' F FRONT OF o�e.Nll,,, Ladders or steps required by this section shall not be required to comply with Sections R31 1.5 and equipment,soled-fuel burning appliances and equipments,fireplaces or attached automotive parking masonry foundations that retain earth and enclose habitable or usable spaces located below grade. Gt+paver; R31 1.6 Ladders or rungs shall have an inside width of at least 12 inches,shall project at least 3 inches garages are also located. When more than one carbon monoxide alarn is required to be installed Drainage tiles,gravel or crushed stone drains,or perforated pipe shall be installed at or below the area W z Z WATER CLOSET from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the within an indi\idual dwelling unit,the alarms shall be interconnected in such a manner that the to be protected and shall discharge by gravity or mechanical means into an approved drainage system. 3 z z or<BIDET WAIL Gravel or crushed stone drains shall extend at least 1 foot be 0>< WnL, window well. actuation of one alarm w ill activate all of the alarms in the individual unit.Carbon monoxide alarms gond the outside edge of the footing and a W g 0< 3 15IN shall not be located within or near the openings to garages,bathrooms or furnace rooms. 6 inches above the top of the footing and be covered with an approved filter membrane material. The O o E a O Section R311 - Means of Egress top of open joints of drain tiles shall be protected with strips of building paper,and the drainage tiles F- a Z TUB R311.3 Hallways -The minimum width of a hallway shall be not less than 3 feet. Section R319-Protection Against Decay or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock as least - R319.1 Location required- All construction within Nassau and Suffolk Counties is required install one sie\e size larger than the file joint opening or perforation and covered with not less than 6 inches T,IN ?1 INR311.4.1 Exit door required -Not less than one exit door conforming to this chapter shall be an approved pressure treated lumber or decay resistant heartwood in the following conditions. of the same material. ° CLEARANCF. CLEARANCE t_ -_ VAI I provided f-oin each dwelling unit. The required exit door shall provide for direct access fi-om the 1.Wood joists or the bottom ofa wood structural floor when closer than 18 inches or wood girders z habitable portions of the dwelling to the exterior without requiring travel through a garage. when closer than 12"to the exposed ground in crawl spaces or unexcavated area located within the Section 8406- Foundation Waterproofing and Dampproofing o z O z N TUB periphery of the building foundation. R406.1 Concrete or masonry foundation dampproofing -Foundation walls that retain earth and -t-Si R311.4.2 Door type and size -The required exit door shall be a side-hinged door not less than 3 feet 2. All wood fi ming member,that rest on concrete or masonry foundation walls and are less than 8 enclose habitable or usable spaces located below grade shall be dampproofed from the top of the in width and 6 feet 8 inches in height. inches from the exposed ground. footing to the finished grade. Masonry walls shall have not less than 3/8 inch portland cement WATER cLosETs WALL 3.Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless parging applied to the exterior of the wall. The parging shall be dampproofed with a bituminous .11w st.I>LnNs ARE AN x1 R311.4.3 Landings at doors -There shall be a floor or landing on each side of each exterior door. separated from such slab by an impervious moisture barrier. coating or 3 pounds per square yard of acrylic modified cement or 1/8 inch coat of surface-bonding INS FRUMFN I or SERVICE The floor or landing at the exit door required by Section R3 11.4.1 shall not be more than 1.5 inches 4.The ends of Wood girders entering exterior masonn-or concrete walls having clearances of less mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section ANO1:11IF UNGINEAE TI IF FR . FIGURE R307.2 MINIMUM FIXTURE CLEARANCES lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall than 0.5 inchc4 on tops,sides and ends R406.2. Concrete walls shall be danipproofed by applying any one of the above listed dampproofing nl.IFRAnoN OR nDDrrlON S A not be required to comply With this requirement but shall have a rise no greater than 8.25 inches 5. Wood sidinL.sheathing and wall franiin,on the exterior ofa building having a clearance of less materials or any one of the waterproofing materials listed in Section R406.2 to the exterior of the VIOLA rioN SE OF S:c•ANS� ON than 6 inches fom the ground. wall. nn9OFllIF,NEW YORK Srn'11 I:1)UCAI ION LAW SEAL: Section R408-Under-Floor Space R603.7 Structural sheathing -Wall sheathing requirements&attachment shall conform to AF&PA CHAPTER 8 - ROOF-CEI LiNG CONSTRUCTION 8905.2.8.1 Base and cap flashing-Base and cap flashing shall be installed in accordance with 408.1 Ventilation-the under-floor space between the bottom of the floor and the earth under any WFCM-2001 Tables 3.11,3.13A. Section R802-Wood Roof Framing manufacturers installation instructions. % ' building(except space occupied by a basement or cellar)shall be provided with ventilation openings R802.1 Identification -Load-bearing dimension lumber for wood roof-ceiling construction shall Tt , through foundation walls or exterior walls. The minimum net area of ventilation openings shall not Section 8613- Exterior Windows and Glass Doors be identified by agrade mark of a lumber grading or inspection agency that has been approved by 8905.2.8.2 Valley flashing-Valley flashing shall be installed in accordance with manufacturer's 1 P glass doors in building an accreditation body that complies with DOC PS-0. In lieu of a grade mark,a certificate of installation instructions before applying shingles. - l be less than 1 square foot for each 150 square feet of under-floor space area. One such ventilation 8613.4 Wind-borne debris protection -Protection of exterior windows and g � opening shall be within 3 feet of each corner of said building. located in hurricane-prone regions from wind-borne debris shall be in accordance with Section inspection issued by'a lumber grading or inspection agency meeting the requirements of Section yq 8301.2.1.2• 8502-Wood Flog Framing. A11 framing in these construction drawings assumed to he 8905,2.9 Application-Mineral-surface roll roofing shall be installed in accordance with the i h hi ti ecificaons,whichever s greater, "1On'r 8408.3 Access-Access shall be provided to all under-floor spaces. Access openings through the Douglas Fir LarTh No.2 with an F,value of 1,600,000 psi and an Fh value of 875 psi.unless Residential Code of New York State or the Manufacturer's Sp floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be 16 R613.5.1 Anchoring requirements -Window and glass door assemblies shall be anchored in noted otherwise. inches by 24 inches. When any portion of the through wall access is below grade,an areaway of not accordance with published manufacturet's recommendations to achieve the designed pressure CHAPTER I 1 - ENERGY EFFICIENCY less than 16 inches by 24 inches shall be provided, The bottom of the areaway shall be below the specified. R802.2 Design and Construction -Roof-ceilings shall be designed and constructed in Section N 1102- Building Envelope N 1102.1 Thermal performance criteria -The minimum required insulation R-value or maximum O threshold of the access opening. Through wall access openings shall not be located under a door to accordance with AF&PA/WFC1�1-2001 and ASCE 7. P q Section R703- Exterior Coverings required U-factor for each element in the building thermal envelope(fenestration,roof/ceiling,opaque the residence. R703.1 General-Exterior walls shallrovide the building with a weather-resistant exterior wall P g 8802.3 Framingdetails -Rafters shall be framed to ridge board or to each other with a gusset wall,floor,slab edge,crawl space wall and basement wall)shall be in accordance with the criteria in CHAPTER 5 - FLOORS envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The Table N 1102.1 or Table N 1101.3.5 for electric resistance heat. plate as a tie. Ric'ge board shall be at least I inch nominal thickness and not less in depth than the exterior wall envelope shall be designed and constructed in such a manner as to prevent the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 Section R502-Wood Floor Framing accumulation of water within the wall assembly by providing a water-resistive barrier behind the inch nominal thicrness and not less in depth than the cut end of the rafter. Hip and valley rafters One-and-two-family dwellings,with greater than 15-percent glazing area;townhouses,with greater R502.1 Identification-Load-bearing dimension lumber for joists,beams and girders shall be exterior veneer as required by Section R703.2. than 25-percent glazing area;and any residential building in climates with HDD equal to or greater U identified by a grade mark of a lumber grading or inspection agency that has been approved by an shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute than 13,000;shall determine compliance using the building envelope requirements of the Energy U accreditation bodythat complies with DOC PS 20. In lieu of a grade mark,a certificate of inspection the specific load at that point. Where roof pitch is less than 3 units vertical in 12 units horizontal, P R703.2 Weather-resistant sheathing paper -Asphalt-saturated felt free f-onn holes and breaks, Conservation Construction Code of New York State. issued by a lumber grading or inspection agency meeting the requirements of Section R502-Wood structural members that support rafters and ceiling joists,such as ridge beams,hips and valleys, weighing not less than 14 pounds per 100 square feet and complying with.ASTM D 226 shall be shall be designed as beams. �'" Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or PART V-Mechanical No.2 with an E value of 1,600,000 psi and an Fh value of 875 psi.unless noted otherwise. material shall be applied horizontally,with the upper layer lapped over the lower layer not less than 2 w 8802.6 Bearing-The ends of each rafter or ceiling joist shall have not less than LAll Mechanical Systems,Heating and cooling equipment,Exhaust systems.Duct systems,S inches or Combustion air,Chimneys and vents,Special fuel-burning*e ui ment,Boilers/Water heaters, W inches. Where joints occur,felt shall be lapped not less than 6 inches. bearing on wood or metal and not less than 3 inches on mason or concrete. Y P g q p R502.6 Bearing-The ends of each joist,beam or girder shall have not have less than 1.5 inches of g masonry Ilydronic piping,Special piping and storage systems and Solar systems must comply with and be Z bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported R703.4 Attachments-Unless specified otherwise,all wall coverings shall be securely fastened in in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist installed in accordance with Part V-Mechanical of the Residential Code of New York State. '-� 8802.7 Cutting and notching -Structural roof members shall not be cut,bored or notched in Q1 � accordance with Table R703.4 or with other aluminum,stainless steel,zinc-coated or other excess of limitations specified in this section. hangers. corrosive-resistive fasteners. CHAPTER 13 - GENERAL MECHANICAL SYSTEMS a Z o 8802.7.1 Sawn Lumber-Notches in solid lumberjoists.rafters and beans shall not exceed one REQUIREMENTS a W r- r- 8502.7 Lateral restraint at supports-Joists shall be supported laterally at the ends by full-depth TABLE P7036 ^ solid blockingnot less than 2 inches nominal in thickness;or by attachment to a header,band,or rim _ _ WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS _--__- sixth of the depth of the member,shall not be longer than one-third of the depth of the member Section 111305-Appliance Access _` 13.1 M _ and shall not be located in the middle one third of the span. The tension side of members 4 }11305,1 Appliance access for inspection,service,repair and replacement -Appliances shall be v joist,or to an adjoining stud,or shall be otherwise provided with lateral support to prevent rotation. ,-_---- `"I SUP"°RISrr,nT"ESI^IN�MAT"'"`°"°`ASTE"Ens° ee^ i inches or greater in nominal thickness shall not be notched except at the ends of the members. accessible for inspection,service,repair and replacement without removing permanent construction. U Z NOMINAL s-A1111NG Wooda" 1 FrU�.rOa.ld GyosNr+ V,+s,:c T10CtNE55' JOINT FAPEP sruc4r<nIV^,><" sN<romnginto rhea..„nq.... sneslN„,q D+rttno NumNe'mnP>^r•+g The diameter of the holes bored or cut into members shall not exceed one-third the depth of the Thirty inches of working space shall be provided in front of the control side to service an appliance. Q z -- R502.7.1 Bridging-Joists exceeding a nominal 2 by 12 shall be supported laterally by solid Mn-EN,n Pn< HEAIMf„T REODrRfO ; ,r.<,Ir„+,u -d .,a .„rd installed with at least an 18-inch working space. platform m nl. ^ blocking,diagonal bridging(wood or metal),or continuous I inch by 3 inch strip nailed across the „I_rl,,,,:, member. Holes shall not be closer than 2 inches to the top or bottom of the member,rn to any Room heaters shall be permitted to be n s a A 1 g g notched, shall ��(( " 11 not be required for room heaters. -� bottom of joists perpendicular to joists at intervals not exceeding 8 feet. other hole located in the member. Where the member is also c tched,the hole shall not be closer Z cL g " than 2 inches to the notch. Q { . ..-_ - M1305.1.2 Appliances in rooms -Appliances installed in a compartment,alcove,basement or �"� w R502.8 Drilling and notching-Structural floor members shall not be cut,bored or notched in excess ;„r.,r, II of __I_ i l_ 8802.7.2 Engineered wood products -Cuts,notches and holes bored in laminated veneer similar space shall be accessed by an opening or door and an unobstructed passageway measuring n Z Q eG of the limitations specified in Figure R502.8. Rrr,l less than 24 inches wide and large enough to allow removal of the largest appliance in the space, w . .,,,,,,r ,,,,,.,. •<„ .++u,:r :I:-r:- lumber,glue-laminated members or 1-joists are not permitted unless the effect of such � � 1,,1 .� • "r«:,r ,,. provided that a level service space of not less than 30 inches deep and the height of the _• , „ A I I I appliance,but penetrations are specifically considered in the design of the member. not less than 30 inches.hes,is present at the fort or serviceside of the appliance with the door open, oI p w fi „I I t PI + • - } -- - - R802.8 Lateral support-Rafters and ceiling joists having adepth-to-thickness ratio exceeding 5 „It „ �,,,,_ „ ,I N11305.1.3 Appliances in attics -Attics containing appliances requiring access shall be provided r to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to r with an opening and a clear and unobstructed passageway large enough to allow removal of the .,,,.., \••I, \ "" prevent rotation. largest appliance,but not less than 30 inches high and 22 inches wide and not more than 20 feet in length when measured along the centerline of wthe the Th e passageway from e opening to e appliance. e � I T R802.1 1.1 koof tie-down -Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq.Ft. passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches z or greater,as established in Table R301.2(2),adjusted for height and exposure per Table wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides 8301.2 ,shall have rafter or truss ties provided at bcarinLt locations in accordance with Table �- (�) P of the appliance where access is required. the clear access opening dimensions shall be a minimum Of R802.11. A contnuous load path shall be provided to transnnit the uplift threes fionl the rafter or orches,where such dimensions are large enough to allow removal of the largest Y 0 g g ,,,,r 20�nches b 3 ' P „ truss ties to the fcundat on. Wind uplift pressure on roof assemblies shall e determined using an appliance. \�• ��` ! r •r11N„ii iil - effective wind area of 1100 Sq Y Ft.and Zone 1 in table R301.2(2).1. a x11305.1.4 Applinces under floors -Underfloor spaces containing appliances requiring access shall Section 8803- Roof Sheathingbe provided with an unobstructed passageway large enough to remove the largest appliance,but not " °` I, ":•I j less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches b 1 Lumber sheathing -allowable spans for lumber used as roof sheathing and the wide shall be present at the front or service side of the appliance. attachment there of shall conform to AF&PA WFCM-2001 Tables 3.10,3.12A,3.128 :r•_ . - 1-' - -- - - ---�� ' "` •. i .. ,n,n1,.:1:I,.,In+,'Imp JIB ..I-' , ,,.el.l a,, , Section A1306 l Clearances from Combustible Construction - CHAPTER 9 - ROOF ASSEMBLIES X11306.1 Appliance clearance-Appliances shall be installed with the clearances from unprotected O_ LR,.rI N•:.,:1::",Rr Section R905- Requirements for Roof Coverings combustible materials as indicated on the appliance label and in the manufacturer's installation � ,,.I,r,r.,.,r PP a. \•,., p'n„ .::.,, R905.2 Asphalt Shingles-The installation of asphalt shingles shall comply with the provisions of instruction. iY this section. w h, „1'r.,,.,• N11306.2 Clearance reduction-Reduction of clearances shall be in accordance with theaPP Nance p MA• ry manufacturer's instructions and Table M 1306.2 R905.2.2 Slope-Asphalt shingles shall only be used on roof slopes of two units vertical in I_units z horizontal or greater. For rool'slopes from two units vertical in 12 units horizontal up to finur units CF,E M,JPM1! \, , ,.,1 ,r r rr:: f,.,ill '.,.Ir <1!. .'I,.:+„ tr.,I,.r:l;.i x+1,,+'.I.I r' ,.Ir,:n:s REDUCTION .:LEATANCfE':,r•,r sPEC1rIE.D rOFMS OF PROTECTION• "i "` „ vertical in l units horizontal,double underlayment application is required in accordance with a., --- „Ef n�.L,oI� ,:. Rrn c.E.R• „ u No nc n<.,ruNt°M :•� r ,',,,r'+ :. i NN C GR .. ,.,aLL r.,E 4 I Section R905.2 7, aVC IN"rT-"rM.F T rEPT•• '+Lr .ut•.!r:11 lx dvmcwm r.L.. ea proamon n,<nea YPf r:s PR',F"ri,N•PPl lin rr, •,I., r,l" .,h. .n r,,. nl•.:.F.:,•,. . � .p.., n., r+;I,r Illre.l,^.,n.fllr,•,+.r.rr,rr,•rll,•r, .:.�r,,.l,. I!,,.Ir. ..r.,:,rr,.0 r [Ll ceR905.2.3 Itoderlayment-Unless otherwise noted,requited underlayment shall conforwith ASTM 1'.'d Tr .a..i, ,.r rrt r , ..r n ., Pn P, , ♦ ,v .I. D 226,Type 1,or AST%l D486c.Type I. Self-adhering polymer modified bitumen sheet shall FIGURE R502.B .'. "'`"I`,. ,.'.` „` ,. ..'• .' com ly with ASTM D 1970. , CUTTING NOTCHING AND DRILLING 1'�.I' 'Irl:i+,„+•r,l t,r. P ' R.502.9 Fastening-Floor framing shall be nailed in accordance with Table 602.3(1) Where posts R703.5 Wood shakes and shingles - Wood shakes and shingles shall conform to CSSU Grueling R9051A asphalt shingles-Asphalt shingles shall have self-seal strips or be interlocking,and „ and beams or girder construction is used to support framing,positive connections shall be provided to Rules/int WoodShakes oral Shingles. comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic Idg Dept copy from BA ensure against uplift and lateral displacement. wind speed, nal reviewed d u ents [2 BA File#7<3 R703.5.1 Application-Wood shakes or shingles shall be applied either single-course or double ate; Section R506-Concrete Floors(On Ground) course over nominal 1/2 inch wood-based sheathing or to furring strips over 1/2 inch nominal R905,2.5 Fasteners-Fasteners for asphalt shingles shall be galvanized steel,stainless steel, R506.1 General-Concrete slab-on-ground floors shall be a minimum 3.5 inches thick. The nonwood sheathing. A weather-resistant permeable membrane shall be provided over all sheathing, aluminum or copper roofing nails,minimum 12 gage shank with a minimum 3/8"inch diameter head, specified compressive strength of concrete shall be as set forth in Section 8402.2. with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less ASTM F 1667,of a length to penetrate through the roofing materials and a minimum of 3/4 inch into W P U than 6 inches. Where finning strips are used,they shall be 1 inch by 3 inches or I inch by 4 inches the roof sheathin,. Where the roof sheathing is less than 3/4 inch thick,the fasteners shall penetrate W m R506.2.1 Fill-Fill material shall be free of vegetation and foreign material. The fill shall be and shall be fastened horizontally to the studs with 7d or 8d box nails and shall be spaced a distance through the sheathing. Fasteners shall comply with ASTM F 1667, " compacted to assure uniform support of the slab,and except where approved by a registered design on center equal to the actual weather exposure of the shakes or shingles,not to exceed the maxinmmif "' _ Professional,the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth. expose specified in Table R703.5.2. The spacing between adjacent shingles to allow for expansion R905.2.6 Attachment-:asphalt strip shingles shall have the number of fasteners required by the P exposure manufacturer to withstand a basic w ind speed of 1 l0 m h. Fastenin•method shall be tested in 3 z z shall not exceed I/4 inch,and between adjacent shakes it shall not exceed 1/_inch. The offset P P g I. • ' " ' ' c - vn m R506.2.2 Base-A 4-inch-thick base course consisting of clean graded sand,gravel,crushed stone or spacing between joints in adjacent courses shall be a minimum of 1 1/2 inches. accordance with ASTM D 3161,modified to use a wind speed of 1 10 P h. Q crushed blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the 8905.2.7 Underlayment application-For roof slopes fi-om two units vertical in 12 units horizontal slab is below grade. TABLE R703 5 z MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS'"` up to four units\ertical in 12 units horizontal,ullderlaymnet shall be two layers applied in the _ 8506.2.3 Vapor retarder-An approved vapor retarder with joints lapped not less than 6 inches (Dimensions are m inches) „-, following marine-.Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves, O LENGTH EXPOSURE FOR SINGLE COURSE + EXPOSURE FOR DOUBLE COURSE fastened sufficiently to hold in place. Starting at the eave,apply 36 inch wide sheets of o shall be placed between the concrete floor slab and the base course or the prepared subgrade where ,I,•n:l PART V11-PLUMBING underlayment,oTerlapping successive sheets 19 inches,and fastened sufficiently to hold in place. z no base course exists. i r, All Plumbing Systems&Fixtures,Water Heaters, Water Supply and Distribution,Sanitary Drainage, o z q For roof slopes of four units vertical in 12 units horizontal or greater,underla-meat shall be one layer P } y Vents,and"Traps must comply with and be installed in accordance with Part Vii-Plumbing of the CHAPTER 6 -WALL CONSTRUCTION applied in the following manner. ( o Q z o `ndertayanent shall be applied shingle fashion,parallel to and O 3 Residential Code of New York State.t 6 f t b offset y feet. E Section R602-Wood Wall Framing , L: starting from theeave and lapped 2 inches,fastened sufficiently to hold in place. End laps shall be < E✓ C y R602.1 Identification-Load-bearing dimension lumber for wood wall construction shall be oPART VIII-ELECTRICAL identified by a grade mark of a lumber grading or inspection agency that has been approved by an ^'`' All electrical work must conforn to N.F.P.A.70-1999 and be installed in accordance with Part VIII- IIn':sL PLANS ARE AN ".' L;•:rr;r.,.cd L+,\•+' 'r• R905.2.7.1 Ice Protection-In all of Nassau and Suffolk County an ice barrier that consists of a least Electric of the Residential Code of New York State. "1 he ins inspection Agency providing the electrical INS IRUMEN'I OF SERVICE accreditation body that complies with DOC PS 20. in lieu of a grade mark,a certificate of inspection ,,,.r,r \r .,.I c P g Y P g ANI)ARI{rlIt:PROPFRTY hvo layers of underlayment cemented tl tether or of aself-adhering polymer modified bitumed issued by a lumber grading or inspection agency meeting the requirements of Section 8502-Wood certificate must certify that all electrical work has been installed in accordance with these Codes. or rl If:l:NO1Ni:Ea. together or of a elf-adhering polymer modified biturnen sheet,shall be used in lieu of normal Al.'IFRATION OR ADDI HON Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch TO utESI:PLANS ISA No.2 with an E value of 1,600,000 psi and an !h value of 875 psi.unless noted otherwise. underlayment an extend trop,the eave',edee to a point 24 inches inside the exterior wall line of the VIOLA 11ON OE SE *1 ION tibuilding. 7209 OF IIn.NEW YORK STATE I?DI1CA'I'ION LAW SEAL_— OF P� fit, 1 ii•J! w,C�ESS10'"P CD 1�1 W EXISTING DECK EXIST.DECK TO w REMAIN(TYP)� a z - a z C, L . M EXIST.ROOF r�l Z j �- RAFTERS ABOVE TO U d z BE REMOVED(TYP.) (_ UP EXISTING SUNROOM a ¢ x `O Lu x W O oWw U �I EXIST.DOOR TO BE G REMOVED(TYP � : 17 EXISTING LIVING EXIST WALL TO BE ~ ROOM REMOVED(TYP.) I EXISTING BEDROOM w EXIST.STAIRS UP EXIST.FIREPLACE TO TO BE REMOVED I p EXISTING CONC.SLAB TO BE REMOVED IN ITS BE REMOVED IN ITS ENTIRETY ENTIRETY _ I \--EXIST.FLOOR JOISTS EXIST.WALL TO BE z ABOVE TO BEED p I (TYP) , REMOVED(TYP.) E TE - u w I % _ BATHROOM i EXIST.WINDOW EXISTING DINING EXISTING Q I TO BE REMOVED ROOM KITCHEN (TYP.) ' EXISTING REMOVE PART w UP OF EXTERIOR I EXIST SINK TO BEDROOM WALL FOR NEW BE REMOVED WINDOW,TYP, SEE\ FLOO PLAN EXISTING FOUNDATION &STING 1/2 FORA ADDITIONAL AL � WALLS TO BE REMOVED IN EXIST.ENTRY STAIRS BATH INFORMATION THEIR ENTIRETY TO BE REMOVED L H � I w ; =/� j B z revieweden W = - W a > xzF W LOWER LEVEL CFIRST FLOOR J c z cG > 2 1 REMOVAL PLAN REMOVAL PLAN o< a W 0 SCALE: 1/4"=1'-0" SCALE1/4"=1'-0" 0 e o c C4 0 0 o L) O 3 0 x c Q "11IFS1'PLANS ARE AN INSTRUMENT OF SERVICE AND ARE CHF.PROPERTY OF TI 11;ENGINEER Al,IFRA IHON OR AI)III IION 'CO IIIFSI'PLANS IS A VIOLATION OF SECTION 720901:'CIIE NEW YORK Sl'AI'F;EDIICA"fION LAW SEAL: I O 1 W W W a; z N M J U .. ¢ z � EXISTING ROOF RAFTER AND CEILING " M JOISTS TO BE REMOVED(TYP.) w y zLU u- Qw , C) Gww Q z i /EXISTING ROOF LU RAFTER AND CEILING JOISTS TO BE REMOVED(TYP) EXISTING ROOF EXISTING STAIR TO BE RAFTERAND CEILING REMOVED IN ITS O JOISTS TO BE ENTIRETY REMOVED(TYP) EXISTING DOOR TO BE r' REMOVED(TYP.) — O EXISTING CHIMNEY TO BE REMOVED IN ITS ENTIRETY a U W D EXISTING EXTERIOR WALLS AT EXISTING WINDOWS TO BE SECOND FLOOR.TO BE REMOVED(TYP.) REMOVED IN ITS ENTIRETY j W d9 Dept copy from gq F al revte ed doc ants A FI e#�J3-7 D te; W U z � � Q >, W c z SECOND FLOOR x3z z ° > REMOVAL PLAN °; a o 0 U �oc K U W F- o rn C4 w p O Z Q Z (V o Ca z o O � _ d THESE.PLANS ARE AN INSTRUMENT"OP SERVICE AND ARE.TI IIs PROPERI'Y OF TI Ilf ENGINEER AI:I ORATION OR ADDITION 1'0 111FSE PI ANS IS A VIOLA'1[ON OI•SI:c*I ION 7209OP'IITE NEW YORK S-[A'1'II IJ)tJCA"ZION I.AW SEAL: �p INTERIOR i' ,m ESS 10N� 3'-10"WELL WIDTH 3'-6"HT.4000 PSI REINFORCED /2062 CONC.STORM LEACHING RING FOUNDATION LINE O SECTION — 6'-0"DIA.,8"THICK CIRCULAR ih WELLCRAFT CLEAR WELL SLAB WITH NO ACCESS HOLE COVER ABOVE NEW 4"PVC(SCH.40) 5'-0"MIN DRAINAGE PIPING,PITCH 1/8" EGRESS WINDOW WELL TO PER FOOT MIN.CONNECT TO BE WELLCRAFT 2062 U NEW DRYWELL SERIES BONA � 51'-4" POLYCARBONATE COVER i WELLCRAFT EGRESS QI 3'8„ 24'_7" 26'-9" LADDER BUILT IN TO EXTERIOR MOLDED UNIT POURED CONCRETE FOUNDATION WALL, �� 8" 3'-0" 5'-0" 2'-11" 8'-9" 2'-11" 5'-0" 3'-1" 2'-11" 20'-9" 6'-3" w z SEE DETAIL FOR ENLARGED PLAN a Z oADDITIONAL INFO \� AT WINDOW WELL - 36"H. A 30 O O 2 SCALE: 114"=1'-0" HANDRAIL _ 4 POURED -10 CONCRETE N V FOOTING,SEE NEW CONCRETE F- z z DETAIL FOR F- STAIRS,SEE ry ADDITIONAL INFO SECTION FOR ?UO a LIJa ADDITIONAL a -j(n TOP OF EGRESS WINDOW F" ¢ z GUARDRAIL 30"x30"x12"POURED O M 10"POURED CONC. M N INFORMATION CONC.FTG.W!#4 @ 6" �0 O 1 FOUNDATION WALL W/#5 N LINE OF EXTERIOR FINISH a ¢ O 4"DRAIN � O.C.E.W. a O z REBAR @16"O.C.VERT.#4 r P W a REBAR @16"O.C.VERT.,3500 Z21� w p„ J, p PSI CONCRETE MIN.ON A W CL o DN 4" U g V-8"W.X 8"D P.C.FOOTING F--I z Q Lu I\ iv 3 �2x.6e coo flQ O U"1 W dU MO II LINE OF GRADE SLOPE U o _ W10x26AWAY FROM WELL El b ANDERSON STORMWATCH V) 9 EGRESS WINDOW,SEE 3 1/2"X 3 1/2"X1/8"HSS II WINDOW SCHEDULE BEAM POCKET BE z AM POCKET I [- N O REINSTALL STAIRS EGRESS WINDOW WELL z LL 8"POURED FOUNDATION TO BE WELLCRAFT 2062 C) O BASEMENT LINE OF WALLS WALL WITH NEW BILCO DOOR n SERIES c') 0 z ABOVE(TYP.) -9'-6 3/4" - WITH MANUFACTURER ` O O —� PROVIDED NEW BILCO STAIRS ELEVATION AT WINDOW WELL oa N 0 z SCALE : 1/4"=1'-0" w U BASEMENT O m W NEW EGRESS WINDOW,SEE w 4"POURED CONC SLAB DETAIL 2/A-103 FOR ca �I O C, 6X6-10/10 WWM OVER 6 ADDITIONAL INFORMATION. N I nF MIL.POLY VAPOR BARRIER iI GRADE BEYOND U F OVER COMPACTED FILL U 4"X3"X3(16"HSS __-- --- - - -- —-f WELLCRAFT CLEAR WELL Q O 2062 POLYCARBONATE C? io o COVER ( --- 6"TOPSOIL 30"x30"x12"POURED —1 z CONC FTG.W/#4 @ 6" NEW 14"FLOOR 1 O.C.E.W. TRUSS WITH 1/2" M GYP.BD AT CEILING, — _ — V - - - -_ - TYP. o (2)2x8 HEADER co i `'i"` t�t [Dat! Dept copy from Z WELLCRAFT EGRESS I reviewed docume t5 LADDER File#`7 j�3 8"POURED CONC.FOUNDATION STEP FOOTING f NEW INSULATED / / t EGRESS WINDOW WALL W/#5 REBAR @16"O.C.VERT. #4 REBAR @16"O.C.VERT.,3500 PSIy ' Q CONCRETE MIN.ON A 16"W.X 8"D. w 0. �i EGRESS WINDOW WELL U + TO BE WELLCRAFT 2062 z 'o z P.C.FOOTING SERIES 30'7" 20'-9" "i W M .a z > 51'-4" y' + 12"PEASTONE BACKFILL LLQ W U +; CG3z z LOWER LEVEL; ; �,{; ,-r ,. o�< 0 0 CONSTRUCTION PLAN ✓ - - ';r, y 1 SCALE o z + 'ITIESF'PIANS ARE AN INSTRUMENT OI'SERVICE. AND ARVT1 PROPF.R'1 Y WALL SECTION OFT'III'ENGINEER 4 OR ADDITION THRU WINDOW WELL AITT!RATTONTANSISA 'iU'f'IIF':Sli I'I,ANS IS A SCALE: 1!4"=1'-0" VIOI,A 11ON Or SEc-[FON 72119OPD II NEWYORK SF11 1'EDUCATION LAW STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: SI E A L: DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP, CONTRACTOR IS TO VERIFY THE SIZE,STYLE& LEGEND STRUCTURAL MEMBERS(TYP.) EXHAUST.PROVIDE MIN.100 CFM EXHAUST FAN. MANUF.OF ALL NEW WINDOWS AND DOORS WITH THE HOMEOWNER PRIOR TO ORDERING AND BEFORE r= WALL CONSTRUCTION DOOR JAMB NOTE', EMERGENCY ESCAPE WINDOWS- THE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 4"MINIMUM OFF WALL AND BRICK VENEER 8"TYP.UNLESS OTHERWISE NOTED OR DIMENSIONED. EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR OPENING OF 5.7 SQ.FT.,MINIMUM HEIGHT OF ROUGH OPENING NOTE: n PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. 24"AND MINIMUM WIDTH OF 20",5.0 SQ.FT _._ BEARING WALL FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. CONTRACTOR IS TO VERIFY THE ROUGH OPENING SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS DOOR AND HARDWARE NOTE: LINE OF WALLS ABOVE — WITH THE MANUFACTURER'SPECIFICATIONS CONTRACTOR TO PROVIDE AND INSTALL ALL NEW OFEgg\ � �-_.-�- DOORS AS SHOWN ON THE DRAWINGS.PROVIDE AND PANTRY SHELVING NOTE DOOR TO BE INSTALLED INSTALL ALL HARDWARE AS SELECTED BY OWNER. CONTRACTOR TO PROVIDE FIVE ADJ.314"PLYWD. FLOOR SADDLE NOTE: CONTRACTOR TO REVIEW THE SIZE,STYLE&TYPE SHELVES wl MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN WITH OWNER PRIOR TO PLACING ORDER. THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL(TYPICAL) e EXHAUST FAN,75 CFM (NOTE DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S.=MARBLE SADDLE/W.S.=WEATHER STRIP O SO HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: CM CARBON MONOXIDE DETECTOR PROVIDE SMOKE DETECTORS AS PER THE RES. CODE OF NEW YORK STATE INTERCONNECTED AND O WOOD POSTS 3 HARDWIRED TO ELECTRIC PANEL POSTS FROM ABOVE 301 SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE U CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP ATTENUATION BLANKET AROUND ALL BATHROOM/POWDER ROOM WALLS. a EXISTING W DECK w W a z O 4"x6"WOO � z °ltoll � 3 1/2"x 11 7/8"PARALAM W 4x6 WO O W - ^ M POST - O TYP. NEW EXTERIOR WALL x > Q x CONSTR.: NEW SIDING,OVER ~ HOUSEWRAP ON 1/2"CDX EXT. 04 F 3 1/2"x 3 112"x1/8" O GRADE PLYWOOD SHEATHING ON TYP. CEILING54 HSS 2"x4"WOOD STUDS @ 16"O.C. w/ R-15 SPRAY FOAM INSUL.ON 1/2" 1 CONSTRUCTION: a' SIMPSON MODEL p A-301 GYP.BD 1 1/2"GYP.BD OVER CEILING JOISTS. IW n Q HUCQ FACE N MOUNTED ` EQ. EQ. 4"x6"WOOD W N x L. CONCEALED x (2)1 3/4"x4" POST l O o W W N N HANGER 3 12/"x O COLUMN U 111/4" O O O r-NEWBILCODOORWITH WINDOW/SLIDING DOOR SCHEDULE W12x50 FLUSH BEAM — --- - MANUFACTURER PROVIDED NEW 3 112"x 3 112"x1/8" 3 1/2"x 11 1/4"PARAIAM DR BLCO STAIRS NAME MANUF PRODUCT SIZE SQLASS VQ.FT. REMARKS 1 HSS ENLARGED 15 R.A 7. 7" 1 If UP 14 T. T 10 0" 4"x6"WOOD A_p A ANDERSON 400 TW2432 2'-5 5/8"x 3'-4 7/8" DOUBLE HUNG WINDOW 302 ❑ LIVING m D POST d SERIES WITH F O x ROOM �j P U 1' N N N EXISTING STORMWATCH 2 O I 112" 11 114"PARALAM I ) PROTECTION BEDROOM#1 SIMPSON MODEL HWU 3 B ANDERSON 400 TW30410 3'-1 5/8"x 5'-0 7/8" DOUBLE HUNG WINDOW g LINE OF POST c LINE OF g iv 112"x11114"TOPMOUNT ¢ SERIES WITH EGRESS WINDOWLO W w POST (EACH SIDE) F Q ABOVE F- ABOVE a Ch1 O Q T-7" 3'-2" a 6'-5" STORMWATCH co a O a a m i CWJ PROTECTION I �I J m �'f - PROVIDE FIBERGLASS PAN w/ 0 m� m C ANDERSON 400 A51 4'-11 7/8 x 2'-0 1/8" AWNING WINDOW �x� x F_OOR DRAIN FOR WASHING O 2'0" 2'-9" N N SERIES WITH x x _x MACHINE L2 N _ STORMWATCH N 3 X s e LINE OF LDRY. �, CL TYP.INTERIOR WALL PROTECTION M X co POST -- N 1 DIRECT VENT GAS I L" --J I ABOVE W/D - CONSTRUCTION: D ANDERSON'A' FWGD 2'-8 3i8"x 6'-7 1/2" STATIONARY FRENCHWOOD GLIDING PATIO DOOR O FIREPLACE TO BE �x o ONE LAYER OF 1/2"GYPSUM WALL SERIES WITH 2968-S a SELECTED BY OWNER 'v _ Z CM O cO CL STORMWATCH [jTH STiv BOARD ON EACH SIDE OF 2"x4" m m m STUDS @ 16"O.C.w/2"x4"SOLE PROTECTION U "' ID — m/_I co PLATE AND(2)2"x4"TOP PLATES m 4"x3"x3/16"HSS ,"x �x �x E ANDERSON W FWGD 5'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR ❑ W12x58 FLUSH BEAM W12x58 FLUSH BE M " W(2x58 FLUSH BEAM N_ `� NEW EGRESS WINDOW,SEE DETAIL SERIES WITH 6068 -- - KITCHEN - -- - O 2)A-103 FOR ADDITIONAL INFORMATION. STORMWATCH 0 4"x3"x3/16"HSS 0 w ___ __ 4"x3"x3!16"HSS PROTECTION LINE WALL ABOVE O (TYP.) 0 F ANDERSON 400 G55 4'-11 1/4"x 4'-11 1/4" GLIDING WINDOW,EGRESS WINDOW E PAND r EXISTING = SERIES SEE TEMP.PLYWOOD SHUTTER DETAIL 2/A-106 w co 4"x4 WD.POST, BATH BEDROOM#2 U c� , G ANDERSON'A' FWGD 15'-9"x 6'-7 112" TRANSOM WINDOW TO HAVE AND ART GLASS TYP,U.O.N. (2)2x12 HDR `' ( w O N SERIES WITH 151068-4 N m STORMWATCH O 0 ALIGN N a 0 EXISTING EXTERIOR WALL: PROTECTION d�Dept copy from :n q AO w INSTALL NEW SIDING,OVER H ANDERSON 400 TW210410 2'-11 5/8"x 5'-0 7/8" DOUBLE HUNG WINDOW [Firial reviewed docu Dt5HOUSEWRAP ON EXISTING SERIES WITH 3A File#-7373 2 x1 H (2)2x12 HDR x HDR _ _,-__._� SHEATHING. STORMWATCH te: I U j — _ PROTECTION AO 0 1 ANDERSON 400 P4040 4'-0"x4'-O" PICTURE WINDOW z SERIES WITH STORMWATCH W -� TYP. CEILING 3 YNEW PORCH: 2 1 PROTECTION U p CONSTRUCTION AT AREA 1 112"THERMAL BLUESTONE(OR A-301 A- 1 W M. w O OF STL BEAM: STONE TO BE SELECTED BY J ANDERSON 400 C15 2'-0 1!8"x 4'-11 7/8" CASEMENT WINDOW 1/2"GYP.BD,ON 1"FURRING STRIPS OWNER)ON 1"MORTER BED SERIES WITH STORMWATCH AT 16"O.C.SECURED TO CEILING OVER 4"P.C.SLAB ON 6X6-10110 r F 0 U PROTECTION (-U=? ;� O ::D JOISTS. WWF.OVER 6 MIL.POLY.VAPOR 64 3 z z L 1= BARRIER OVER 6"CRUSHED K ANDERSON W FWGD T-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR __ STONE BASE ON COMPACTED Q< SERIES WITH 8068 ! 3 F" STORMWATCH ¢ FILL z FIRST FLOORPROTECTION ❑ L, U L ANDERSON 400 AX351 T-4 13/16 x 2'-4 318" AWNING WINDOW 1 CONSTRUCTION PLAN SERIES WITH SCALE: 1/4"=1'-0" STORMWATCH z PROTECTION rn M ANDERSON W AAN2818 2'-7 1/4"x V-7 1/4" BASEMENT AWNING WINDOWcl SERIES WITH o z q z STORMWATCH r- u PROTECTION ^ O x N ANDERSON'A' ACW2638 2'-5 1/4"x T-7 114" BASEMENT CASEMENT EGRESS WINDOW - SERIES WITH STORMWATCH I I IESF PIANS ARIL AN PROTECTION INS'I RUMENT'OF SLRVICL AND ARI:1118 PROPER VY OF-1711?P.NGINF.FR. AUFFA HON OR ADDITION IO'IliFSF PLANS IS A VIOLATION OF SHCTTON 7209 01:11T.NE YORK Sl'AI I;FllI1CA"CION LAW. CLOSET SHELVING NOTE: NEW WOOD MOLDING NOTE: STRUCTURAL NOTE:: SMOKE DETECTORS NOTE: WINDOW AND DOOR NOTE: SEAL : LEGEND CONTRACTOR TO PROVIDE A 1.1/4"DIA.OAK POLE ALL NEW WOOD BASE,DOOR TRIM,WINDOW TRIM DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE SMOKE DETECTORS AS PER THE RES, CONTRACTOR IS TO VERIFY THE SIZE,STYLE& @ 5'-0"H.A.F F.&A 3/4"PLYWOOD SHELF AND ALL TRIMMED OPENINGS TO MATCH EXISTING STRUCTURAL MEMBERS(TYP.) CODE OF NEW YORK STATE INTERCONNECTED AND MANUF•OF ALL NEW WINDOWS AND DOORS WITH THE w/OAK VENEER&HARDWOOD EDGE @ 6'-0"A.F.F. WOOD TRIM.REVIEW WITH OWNER ALL AREAS HARDWIRED TO ELECTRIC PANEL HOMEOWNER PRIOR TO ORDERING AND BEFORE THE WALL CONSTRUCTION FOR ENTIRE LENGTH OF CL. TO RECEIVE WOOD TRIM. DOOR JAMB NOTE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 4"MINIMUM OFF WALL SOUND ATTENUATION BLANKET NOTE: -- BEARING WALL r LINEN CLOSET SHELVING NOTE: EXISTING EXTERIOR WALLS UNLESS OTHERWISE NOTED OR DIMENSIONED.PROVIDE CONTRACTOR TO PROVIDE SOUND CONTRACTOR TO PROVIDE FIVE ADJ.3/4"PLYWD. REMOVE EXISTING SIDING AND INSTALL NEW TYVEK DOOR STOPS AT ALL DOORS AS REQ'D.STOPS TO BE ROUGH OPENING NOTE. LINE OF WALLS ABOVE �L SELECTED BY OWNER ATTENUATION BLANKET AROUND ALL CONTRACTOR IS TO VERIFY THE ROUGH OPENING �F SHELVES W/MELAMINE FINISH. SHELVES TO BE VAPOR BARRIER AND SIDING(SEE ELEVATIONS) SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS - SET ON ADJUSTABLE STANDARDS. OVER EXISTING SUBSTRATE SHEATHING. WITH THE MANUFACTURER'SPECIFICATIONS. DOOR TO BE INSTALLED CONTRACTOR IS TO VERIFY THAT THE CONDITION OF BATHROOM NOTE: -. DOOR AND HARDWARE NOTE. I THE EXISTING SHEATHING IS SUITABLE TO REMAIN CONTRACTOR TO PROVIDE AND INSTALL INSTALL 1/2"WATER RESISTANT GYP.BD AT FLOOR SADDLE NOTE: ¢i EXHAUST FAN,75 CFM AND NOTIFY ARCHITECT. ALL BATHROOM WALLS. NEW DOORS AS SHOWN ON THE DRAWINGS. PROVIDE SADDLES BETWEEN ALL CHANGES IN PROVIDE AND INSTALL ALL HARDWARE AS FLOORING MATERIAL(TYPICAL) SO HARDWIRED SMOKE DETECTOR PAINTING NOTE: SELECTED BY OWNER,CONTRACTOR TO M.S.=MARBLE SADDLE/W.S.=WEATHER STRIP ALL NEW WALLS AND CEILINGS TO BE REVIEW THE SIZE,STYLE&TYPE WITH EXTERIOR WALL NOTE CM CARBON MONOXIDE DETECTOR PAINTED(THREE COAT JOB),COLORS TO BE OWNER PRIOR TO PLACING ORDER. ALL GYP.BD ALONG AN EXTERIOR WALL TO EMERGENCY ESCAPE WINDOWS: O WOOD POSTS SELECTED BY OWNER BE MOISTURE RESISTANT EMERGENCYESCAPE WINDOWS MUST HAVE A CLEAR OPPOSTS FROM ABOVE OPENINGNINGOFOF 5.7 SQ.FT.,MINIMUM HEIGHT OF 24"AND MINIMUM WIDTH OF 20",5 0 SQ.FT M.S MARBLE SADDLE FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. W S. WEATHER STRIP T 1 i W w w a z 3 01 z M 4 42'-8" 4'-4" 20,_3„ 22'-5" U .._, 5'-11" 5'-11" 5'-8" 5'-7" 12,_8" 5'-2" Q, QI o¢ < SLEEPER 2 1a¢ 9' JOISTS AT 3 1 A-3 1 DECK AREA OF Z Q LIDDECK o W W O W O O O O O � N Q �. (2)2x12 HDR LIN 1 A ` 2 DN iv O � 2 z 68 1 A l .0' 1 4"VTR 4"VTR a c FLASH +/1'61 LU / O IN REQFLASHA IL READ ASAS ROOF O /2 10.8 ( N 3'-6" 10'-8" H 0b ( z Z_ C1 Lu D zo - -. a a CM O 8 a c CO U~ 0 12'-Oy2" 3' 6 4'-0„ 2 x 6 o a o ¢ MASTER POST Dowty `� TYP. INTERIOR WALL x HALL BEDROOM ATTIC Lu a N BEDROOM TO FDN a O 1s„ Q MASTER BATHROOM � I I — — 2 x s • s CONSTRUCTION: �. Q a 0D _ _ _ _ _ _ _ ONE LAYER OF 1/2"GYPSUM WALL q 3 1/27x 14"PARALAM RIDGE BOARD ON EACH SIDE OF 2"x4" r I I I i DIRECT VENT GAS x FIREPLACE TO BE 0 4" 68 0 STUDS N 16"G.C. "T x4"SOLE _ I- PLATE AND(2)2"x4"TOP PLATES N SELECTED BY OWNER 1 POST DOWN I SINK SINK I I W C M 14'-7y2" b) 2'-2" 11'-8y2" TO FDN. 12'6" U SECOND WHIRLPOOL TUB SHOWE�2 z Z = TYP. NEW EXTERIOR WALL + 1" 1," FLOOR MASTER N W.1. W�° q CONSTR.:NEW SIDING,OVER 2" 2" 3" `O U¢ n HOUSEWRAP ON 1/2"CDX EXT. ° x BAT o GRADE PLYWOOD SHEATHING ON EXIST BATH EXPANDED BATH U N 2"x4"WOOD SUDS @ 16"O.C. wl J w R-15 SPRAY FOAM INSUL.ON 1/2" 1 1 ' ,� 1," a GYP.BD KITCHEN i 10'-7y2" 2 0 8'8/4' 12'-5y4" O O 1 O 0 6'7" 1 1;" 2'-4" " n 4'-4" 42'-8" 4'-4" SIN SINNSINIq C I SINK C J NEW 4" WHIRLPOOL TUB SHOWER f WM Lu 3" FIRST W F.A 1 1 1_z„ 2. 1 DRAIN FLOOR I CO 3" 2" 2" 3" 2" 3" CO 3"WASTE LINE 3"WASTE LINE 3"WASTE LINE Idg Del It copy fro�mqq�1ZBA 1BAIFilc e i#w7�ol�lents ate* BASEMENT Q 3 2 1 CO_ COI LU ._.1 U C. TO EXIST W 2 SANITARY SYSTEM HOUSETRAP Q Fa 00 O SECOND FLOOR �z W2L) _ tx 3? z D c4 1 CONSTRUCTION PLAN PLUMBING RISER DIAGRAM °} 3 0 U �< w O F� o (n U SCALE: 1/4"=1'-0" SCALE: N.T.S 0 0 � I z o L) Q o 'I ITES1�PLANS ARF'AN INS"1'RUMEN I OF SERVICE AND ARF.THI:PROPI'RTY OI''ll IF EN(INF)1Z AL-1 FRA LION OR ADDITION 'FO'IHPSE PLANS IS A VIOLA-1IONOF SLCTION 7209 I AI'E ATI EDUCF 1111: 1 O SN LAW SEAL: 4111 ROOFING NOTE: MIN. DISTANCE CONTRACTOR TO PROVIDE ICE AND WATER - SHIELD ON ROOF EAVE TO A POINT UPWARD BEYOND OUTER ----- - - 2'-0"MIN PAST THE INTERIOR SURFACE OF LIMIT OF WINDOW 1/2"THK.CDX.PLYWOOD THE EXTERIOR WALLS AND V-0"ON BOTH FRAME q" SEE TABLE 1609.1 4 FOR p SIDES OF ALL HIPS.VALLEYS AND RIDGES FASTENING SCHEDULE v NOTES o o CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4"BEYOND THE OUTER t' 1 LIMITS OF THE WINDOW `•Jll .WINDOW GLAZING EACH PLYWOOD SHUTTER TO BE LABELED WITH M� o o PERMANENT LETTERING CORRESPONDING TO THE QI SPECIFIC WINDOW WITHIN THE RESIDENCE. rT,. 0 o OUTER LIMIT OF WINDOW FRAME ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY W W � ACCESSIBLE LOCATION WITHIN THE RESIDENCE a z _ ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH Q^ ~ o — ARE IN ACCORDANCE WITH TABLE 1609.1.4"WINDBORNE C7 o DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL T- WOOD PANELS". L7a l � zwN U > Q o TEMPORARY PLYWOOD SHUTTER w O i LINE OF ICE&WATER SHIELD L. SCALE: N T.S a a o! WO io (TYP.),SEE ROOFING NOTE O ON THIS SHEET d ~I< Lill .a V G 17-1 Ury (n TYP ROOF CONSTRUCTION w 20YR.DIM ARCH.ASPHALT W ~ SHINGLE ON 30#FELT z U w O OVER 5/8"EXT.GRADE p io N� PL �'WOOD SHEATHING U) 0 ONjER RAFTERS W a CO b __- N H Q : L N� p��2 3 1/2"x 14"PARALAM RIDGE Q CJ OF O Q O io w o � OF N � � Q QU o wO 0 z O� LL o co w o N 0 K O - - - o W : O � oa w w N a c.i - N o Bldg Dept copy fr ZBA M c "' Final revie ed do ments 1 4 12 12 b iZBA File# 7 p Q 7 X M Date N O W - z N Q W 0. U z w z U LIJ^z Z) a!3y z ROOF 1 CONSTRUCTION PLAN SCALE: c C) 0 0 C, o z p z L) O 3 '1'I II;SE PIANS ARI:AN INS'IRUMEN I Of SI'RVICI: AND ART,TIM PROITR1T of.TI IF ENGINI"I R ALTERATION OR ADDITION 11 OI I IESE PLANS IS A VIOLATION 01'SIC IION 72o9OF'I I Il;NEW YORK STATE EDUCATION LAW NG CHIMNEY TO BE EXISTING ROOF TO BE EXIST.CHIMNEY TO BE EXISTING ROOF TO BE VEDINITS REMOVED REMOVED IN ITS REMOVED ETY ENTIRETY. EXISTING WINDOW TO BE REMOVED(TYP.) EXISTING SECOND FLOOR EXISTING SECOND FLOOR WALLS TO BE REMOVED WALLS TO BE REMOVED (TYP.) EXISTING WINDOW TO BE (TYP.) - REMOVED(TYP.) - EXISTING ROOF TO BEEXISTING ROOF TO BE REMOVED REMOVED PROVIDE OPENING FOR NEW WINDOW,TYP. SEE a EXISTING WINDOW TO BE FLOOR PLAN FOR REMOVED(TYP.) EXISTING WINDOW TO BE ADDITIONAL INFO. REMOVED(TYP) i Jij EXISTING ENTRY STAIRS TO BE REMOVED iMMR TO BE EXIST CHIMNEY TO BE EXIST.CHIMNEY TO BE REMOVED IN ITS EXISTING ROOF TO BE REMOVED IN ITS ENTIRETY. REMOVED ENTIRETY. DW TO BE ) ND FLOOR EMOVED EXISTING SECOND FLOOR WALLS TO BE REMOVED (TYP) TO BE EXISTING WINDOW TO BE REMOVED(TYP.) PROVIDE OPENING FOR NEW WINDOW,TYP. SEE EXISTING ROOF TO BE FLOOR PLAN FOR REMOVED — OW TO BE ADDITIONAL INFO. r r 1 . ING FOR DOOR, EXISTING WINDOW TO BE )R PLAN I I REMOVED(TYP.) kL INFO. �- ----------- I I I REMOVAL REAR ELEVATIONREMOVAL SIDE ELEVATION Bldg Dept copy from ZBA � 3 � SCALE: 1/4"=1'-0" , Final reviewed documents ZBA Dace. # ,73 73 - - --- SEAL:_ TYP.SOFFIT CONSTRUCTION: 1/2"VINYL BEAD BOARD =' RIDGE VENT,TYP. (VENTED)ON A 1/2"CDX I, - �—AT ALL RIDGES PLYWOOD SOFFIT(2"CONT. / SLOT) TYP.ROOF CONSTRUCTION 20 YR.DIM.ARCH.ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS O GAS FIREPLACE ENCLOSURE TYP.EXTERIOR WALL CONSTR.: —� SIDING OVER 15#FELT ON 1/2"CDX O O LTJ O EXT.GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS @ 16"O.C.w/R-15 ROOF CONSTRUCTION(LOW SLOPE 20 YR.DIM.ARCH ASPHALT SHINGLE BATT INSUL.ON 1/2"GYP.BD. --- ON TWO LAYERS 30#FELT OVER 5/8 O `4 12 EXT.GRADE PLYWOOD SHEATHING N T ,� ---�� BLIND FLASHING -- — — — OVER RAFTERS a � + - OL EXIST.SECOND FLOOR - - - - ANDERSON WINDOWS WITH W r� STORMWATCH PROTECTION, 'r - T SEE WINDOW SCHEDULE FOR � ,,,,-, ADDITIONAL INFORMATION 1--I 2"CULTURED STONE(STYLE AND FINISH M TO BE SELECTED BY OWNER) [3] r-� W t- WITH MORTAR SETTING BED T.O.WATERTABLE --' M ON A METAL LATH 12-11'' •-- - - - - - .- �---i! :tI!Ir t :i, !.I Ir""I `I j;"y !! ;1: - - .-- . . � ` ,'�1 � z �, C-1 ,I I ��.1 � I �I II I� ' r i�f 1 I I � ' I��l� YI• F_ - -. r l ,,,-n � 7 FIRST FLOOR > 10"DIA.STRLCTURAL COLUMN a a Q NEW 36"HIGH TO BE SELECTED BY OWNER TYP.EXTERIOR WALL WITH STONE: GAURDRAIL TO BE 1'I Q NEW STOOP: 2"CULTURED STONE(STYLE TO BE SELECTED SELECTED BY 1 112"BLUE NE ON 1"MORTER BED BY OWNER)WITH MORTAR SETTING BED ON A 8"DIA [i] .STRUCTURAL COLUMN OWNER OVER 4"P.C.SLAB ON 6x6-10/10 WWF. O 1 METAL LATH OVER A VAPOR BARRIER WITH 2 TO BE SELECTED BY OWNER OVER 6 MIL. VAPOR BARRIER LAYERS 1/2"EXTERIOR GRADE PLYWOOD ON OVER ON COMCRUSSHEHE D STONE BASE U oN Q PACTED FILL WOOD STUDS _ BASEMENT g'-6 3/4.. 1 FRONT ELEVATION SCALE 114"=1'-0" m F- Q Q ,2 z TYP.ROOF CONSTRUCTION: 46 O 20 YR.DIM.ARCH.ASPHALT SHINGLE ON E- a 30#FELT OVER 5/8"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS (n Lu D TYP SOF=IT CONSTRUCTION ROOF CONSTRUCTION(LOW SLOPE): 1/2"VINYL BEAD BOARD 20 YR.DIM.ARCH.ASPHALT SHINGLE O (VENTED)ON A 1/2"CDX ON TWO LAYERS 30#FELT OVER 5/8" PLYWOOD SOFFIT(2"CONT _ EXT.GRADE PLYWOOD SHEATHING SLOT) W OVER RAFTERS 12 12 3.51--- Q6 NEW 36"HIGH GAURDRAIL TO N BE SELECTED BY OWNER EXIST.SECOND FLOOR - - - - - - - - - - - — TYP.EXTERIOR WALL CONSTR.: SIDING OVER 15#FELT ON 1/2"CDX EXT.GRADE PLYWOOD SHEATHING ON r 2"x4"WOOD STUDS @ 16"O.C.w/R-15 BATT INSUL.ON 1/2"GYP.BD. Fr OL W F T.O.WATERTABLE Z m W w H p FIRST FLOOR 3 G Q42 < O NEW EGRESS WINDOW,SEE NEW BILCO DOOR WITH DETAIL 21A-103 FOR ADDITIONAL MANUFACTURER PROVIDED INFORMATION. NEW BILCO STAIRS 0 N Bldg Dept copy from ZBA o z Q z Final reviewed Idoicuments " 0 z o - O 3 �v - - ,dk 9AS EENT - - - - - - - - - - - - , - - — Dot ZEIA F�e# F- '11[ESF"PLANS ARLAN INS"IRUMENC OF SLRVICI: 2 SIDE ELEVATION AND ARE"PI IF PROPERTY 11 IE SCALE: 114"=1'-0" OtAflO ORADDI AL'll•.RA 1110N OR AUUI't'lON 1'0'11II:SF PLANS IS A VI(IA'I-ION 01 SFCTION 7209 01 11 IF.NEW YORK S MATT[EDI'CA'['ION LAW. SEAL : RIDGEVENT,TYP. i-=-- - �ATALLRIDGES //`,,j�„l \,,\_'• i TYP.SOFFIT CONSTRUCTION- TYP.ROOF CONSTRUCTION: 1/2” 20 YR.DIM.ARCH.ASPHALT SHINGLE ON VINYL BEAD BOARD (VE " (VENTED)ON A 1/2"CDX 2j. 30#FELT OVER 5/8"EXT.GRADE i - PLYWOOD SOFFIT(2"CONT. PLYWOOD SHEATHING OVER RAFTERS SLOT) TYP.EXTERIOR WALL CONSTR.. j O SIDING OVER 15#FELT ON 1/2"CDX O O ! \ aaao EXT.GRADE PLYWOOD SHEATHING ON O FW�e"BB OK O 2"x4"WOOD STUDS @ 16"O.C.w/R-15 GAS FIREPLACE ENCLOSURE BATT INSUL.ON 112"GYP.BD. (V - N -- Ilk EXIST.SECOND FLOOR _ NEW 36"HIGH GAURDRAIL TO U g_1 - - - - - - - - ---- - - --- - - BE SELECTED BY OWNER 1 ANDERSON WINDOWS WITH W w STORMWATCH PROTECTION, ^ w FWG196B-S GWG_gRB.S -2- iW�i606B� F-296- SEE WINDOW SCHEDULE FOR OO I ADDITIONAL INFORMATION ---- I— z c FIRST FLOOR 0.0, - - - -- - --- —-- - - - ----- - - (`� J - M C4 x w BASEMENT - - - - - _ _ - - - - - - - - O o Q H 9'-6 3/4" Fl V) Q 1 REAR ELEVATION z SCALE: 114"=1'-0" W F- Q 12 TYP.ROOF CONSTRUCTION' Q6 GAS FIREPLACE ENCLOSURE 20 YR.DIM ARCH.ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS I z 0 — — — I a T -- TYP.SOFFIT CONSTRUCTIDN U — 112"VINYL BEAD BOARD V) OL 46 (VENTED)ON A 1/2"CDX L---- PLYWOOD SOFFIT(2"CONT. SLOT) 351--- 12 NEW 36"HIGH GAURDRAIL TO - - -- N BE SELECTED BY OWNER _ EXIST.SECOND FLOOR _ _ _•_�--�_- - 10"DIA.STRUCTURAL COLUMN TYP EXTERIOR WALL CONSTR.: T--:i--_— -- �-TO BE SELECTED BY OWNER - _ -A- NEW STOOP: Bldg D t copy rom ZBA F O T 0 1 1l2" L�U�S iCNE ON 1"MORTER BED Final r ewed CUm2nt5 SIDING OVER 15#FEL _ @ 0 F OVER,4"P.C.SLAB ON 6x6-10/10 WWF. BA Fl! p EXT.GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS 16"O C.w/R-15 j L_ BATT INSUL.ON 1/2"GYP.BD. OVER 6 h11L.PGLY.VAPOR BARRIER OVER,6"CRUSHED STONE BASE Date: ON COMPACTED FILL NEW 36"HIGH GAURDRAIL TO z BE SELECTED BY OWNER OIL FIRST FLOOR U > Z LEA - 2"CULTURED STONE(STYLE AND FINISH 3 z z LLJ --� - TO BE SELECTED BY OWNER) x WITH MORTAR SETTING BED Q < 3 a b I ON A METAL LATH Q 5 ¢ 0 6 9 O _ OIL BASEMENT o -9'-b 314„ o z p z o D z o SIDE ELEVATION � ^ x � 2 SCALE: 114"=1'-0" 11 IL'Sf?PLANS ARE AN INSTRUMENT OF SERVICE AND ARF.T l IF.PROPERTY OF TFIE ENGINITR AI;CORA"IRON OR ADDITION '1'0 THESE PLANS IS A VIOLA I ION 01 SEC FION 72u9 01-1111 NEW YORK S1 A'[E.EDI 1CAIION LAW ------------- ---------- SEAL: TYP ROOF CONSTRUCTION: TYP.ROOF CONSTRUCTION: i' � - ,, 20 YR.DIM.ARCH ASPHALT 8"R-25 SPRAY FOAM i" I; INSULATION AT CATHEDRAL r F:•;: SE 20 YR.DIM.ARCH.ASPHALT SHINGLE 30#FELT OVER 5/8"EXT.GRADE CEILING. PROVIDE MIN 1" SHINGLE ON 30#FELT PLYWOOD SHEATHING AIR SPACE OVER 5/8"EXT.GRADE "4 PLYWOOD SHEATHING OVER RAFTERS W/6"SPRAY CONT.RIDGE VENT INSULATION(R-42) OVER RAFTERS W/6"SPRAY CONT.RIDGE VENT '•�r'! 3'%"X 11 7/8"PARALLAM INSULATION(R-42) 31/2"X 11 7/8"PARALLAM \s 12 Y 12 2"X4"COLLAR TIES @ 32"O.C. G__' "•' 'V 2"x12"ROOF RAFTERS AT 16"O.C. 2"x10"ROOF RAFTERS AT 16"O.0 ROOF CONSTRUCTION(LOW SLOPE): r .4 ROOF CONSTRUCTION(LOW SLOPE): ' 20 YR DIM.ARCH ASPHALT SHINGLE l �' 20 YR.DIM.ARCH.ASPHALT SHINGLE O ON TWO LAYERS 30#FELT OVER 5/8" ON TWO LAYERS 30#FELT OVER 5/8" r EXT.GRADE PLYWOOD SHEATHING EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS W/6"SPRAY j TYP.EXTERIOR WALL CONSTR.: OVER RAFTERS W/6"SPRAY( ) 1'-0" INSULATION R-42 1'-0" TYP.EXTERIOR WALL CONSTR.: INSULATION(R-42) )', / SIDING OVER 15#FELT ON 1/2"CDX SIDING OVER 15#FELT ON 1/2" BEDROOM#3 // EXT.GRADE PLYWOOD SHEATHING ON CDX EXT.GRADE PLYWOOD SPRAY FOAM INSUL. 1/2"GYP.BD. BATHROOM SHEATHING ON 2"x4"WOOD T l HALL `.J 2"x4"WOOD STUDS 16"O.C.w/R-15 MASTER W.I.C.I; - �a � STUDS @ 16"O.C.w/R-15 12 1. SPRAY FOAM INSUL.ON 1/2" 3 1/2 SECOND FLOOR CONSTRUCTION GYP.BD. L^.� iv 1 +I 3/4"CDX T&G APA RATED PLYWOOD N 12 LINE OF ROOF BEYOND `� _ SUBFLOOR GLUED AND NAILED TO + 3 1/2— * + FLOOR JOISTS SIZE AND SPACING ^ EXIST.SECOND FLOOR ( ,e OL x SHOWN ON PLANS)@16"O C. �T� 9--1" CEILING CONSTRUCTION(TYP AT lyi ,+,�,—, �vz'I'`;'s;"yX��X Y ,� -� I.L� STEEL BEAM): -_ W12x58 STL BEAM !F CEILING JOISTS(SEE PLAN FOR SIZE CEILING CONSTRUCTION(TYP AT STEEL BEAM): W a Z 1'-8" � 1� AND SPACING) W/1"WD.FURRING ^ '-- CEILING JOISTS(SEE PLAN FOR SIZE AND — STRIPS AT 16"O.C.W/1/2"GYP.BD. I STEEL BEAM SPACING) W/1"WD.FURRING STRIPS AT 16" EXISTING CL. CL EXISTING 1 ' O.C.W1 1/2"GYP.BD. y BEDROOM#2 BEDROOM#1 1 l F r i r T.O.WATERTABLE FIRST FLOOR CONSTRUCTION T.O.WATERTABLE bo W r OL F I FIRST FLOOR CONSTRUCTION 1' +2'-11" 3/4"CDX T&G APA RATED (7 r +2'-11" r� 3/4"CDX T&G APA RATED PLYWOOD 1 � jt SUBFLOOR GLUED AND NAILED TO PLYWOOD SUBFLOOR GLUED Z FLOOR JOISTS(SIZE AND SPACING 1€ AND NAILED TO FLOOR JOISTSOL l u1 FIRST FLOOR _' ` s hr' SHOWN ON PLANS)@16"O.C.W/R-30 FIRST FLOOR r I (SIZE AND SPACING SHOWN ON U `" J z 0'-0" r ,, TON X y"z X, xx'.1 t z, PLANS 16"O.C.W/R-30 C/1 F-' w'' SPRAY FOAM INSULATION AND 1/2" Or_Orr ! X t. ,: GYP.BD. GRADEx xsk �,.xk :;k�az�, zxx;_: 11v,;: zX':t;')x Xix'Xiy' I;kXyrzXas. )�° G SPRAY FOAM INSULATION AND Q OIL GRADE EXIST.FLOOR JOISTS GRADE VARIES PROVIDE FLASHING 1/2"GYP.BD, a e¢ VARIES Z TO REMAIN VARIES BETWEEN CONC. BASEMENT BASEMENT F--1 Y, TYP.EXTERIOR WALL WITH STONE: PORCH&RIM JOIST w 2"CULTURED STONE(STYLE TO BE SELECTED ro FOUNDATION WALL: GRADE 1--I z Q t\ BY OWNER)WITH MORTAR SETTING BED ON A V-0"WIDE 3500 PSI POURED v VARIES w METAL LATH OVER A VAPOR BARRIER WITH 2 0o CONCRETE FOUNDATION WALL W/#5 TYP.EXTERIOR WALL WITH STONE: � U LAYERS 1/2"EXTERIOR GRADE PLYWOOD ON REBAR @16"O C VERT #4 REBAR 2"CULTURED STONE(STYLE TO BE SELFOUNDATION WALL: CJ WOOD STUDS @16"O.C.HORIZ ON 2'-0"W X V-0"D BY OWNER)WITH MORTAR SETTING BED V-0"WIDE 3500 PSI POURED P.C.FOOTING W/THREE#5 BARS METAL LATH OVER A VAPOR BARRIER WCONCRETE FOUNDATION WALL LAYERS 112"EXTERIOR GRADE PLYWOOW/#5 REBAR @16"O.C.VERT. TOP OF BASEMENT SLAB WOOD STUDS #4 REBAR @16"O.C.HORIZ.ON 9--6 3/4" 2'-0"W X V-0"D.P.C.FOOTING SLAB CONSTRUCTION ^ W/THREE#5 BARS E_ T=S§cs�Rl 4"4000 PSI POUREDCONC SLAB ON 6X6-10/10 WWF.OVER 6 MIL POLY. SLAB CONSTRUCTION:1'-0" VAPOR BARRIER ON 6"CRUSHED SCALE: 1/4"=1'-0" 4"AB 6X6-10/10 WF.O SLAB ON 6X6-10/10 WWF.OVER STONE COMPACTED FILL 6 MIL.POLY.VAPOR BARRIER w ON 6"CRUSHED STONE [- COMPACTED FILL Q Q 8"R-25 SPRAY FOAM INSULATION AT CATHEDRAL CEILING. PROVIDE MINI" TYP.ROOF CONSTRUCTION: AIR SPACE 20 YR.DIM.ARCH,ASPHALT SHINGLE ON 30# CONT RIDGE VENT FELT OVER 518"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS 3'/z'X 11 7/8"PARALLAM z O 12 2"X4"COLLAR TIES @ 32"O.C. G 1 2"x12"ROOF RAFTERS AT 16"O.C. U {t ,( TYP.EXTERIOR WALL CONSTR.- Q SIDING OVER 15#FELT ON 1/2"CDX EXT.GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS @ 16" �1 MASTER O.C.w/R-15 SPRAY FOAM INSUL.ON 1/2"GYP.BD BLIND FLASHING BEDROOM TYP.FLAT ROOF: w EPDM ROOFING OVER TAPERED cC 1; INSULATION OVER EXT.CRADE PLYWOOD SHEATHING Ob'ER ROOF RAFTERS W/6"SPRAY INSULATION cooir (R-42) N E. N LINE OF ROOF BEYOND SECOND FLOOR r , CEILING CONSTRUCTION(TYP AT STEEL BEAM) CEILING JOISTS(SEE PLAN FOR SIZE STEEL BEAMW 11 O AND SPACING) W/1"WD.FURRING LIVING ROOM " U STRIPS AT 16"O C.W/1/2"GYP.BD. Ell W = U zo TO WATERTABLEQ J F W +2'-11" g W z J C7 EXIST.DECK TO REMAIN z z FIRST FLOOR OIL GRADE X k <'r iA. X?Xs'r ,rtt, ` x VARIES FOUNDATION WALL: BASEMENT V-0"WIDE 3500 PSI POURED CONCRETE FOUNDATION WALL PROVIDE FLASHING W/#5 REBAR @16"O.C.VERT C, -" BETWEEN CONC. v #4 REBAR @16"O C.HORIZ.ON o z 0 z TYP. EXTERIOR WALL WITH STONE: PORCH&RIM JOIST oo 2'-0"W.X V-0"D.P.C.FOOTING 2"CULTURED STONE(STYLE TO BE SELECTED W/THREE#5 BARS Bldg Dept copy from ZBA Q z o BY OWNER WITH MORTAR SETTING BED ON A METAL LATH OVER A VAPOR BARRIER WITH 2 SLAB CONSTRUCTION Final review 0 1J eStS E LAYERS 1/2"EXTERIOR GRADE PLYWOOD ON 4"4000 PSI.POURED CONC. ZBA File# �� Date: ./ SLAB ON 6X6-10110 WWF.OVER WOOD STUDS 'TI Ih:SI:PLANS ARI:AN 6 MIL.POLY.VAPOR BARRIER INSIRUMEN'1 OFSIRVICE ON 6"CRUSHED STONE ANDARETIICPROPVTUY COMPACTED FILL OrTnrI;NCINF.I:R 3 SECTION Al."I1:RATIUN OR ADDI'fR)N To AI IO:OF SLCTI n VIOLA'(ION OF SP:C"PION 7209 OF'I'1lii M' YORK S'I'A IT F.D11CA I ION LAW ROOF CONSTRUCTION(LOW SLOPE): f .- 20 YR.DIM.ARCH,ASPHALT SHINGLE p ON TWO LAYERS 30#FELT OVER 5/8" EXT.GRADE PLYWOOD SHEATHING `s OVER RAFTERS =SS1c IL r ;n, s :1. ":"1:' :'u f!: ::: ;:I '-i� !r, ��1 "1<+ '(:.�, `,'r' '{', rrr `,_( ':� 'i! C) (: TYP. EXTERIOR WALL CONSTR.: 6� Y, E: SIDING OVER 15#FELT ON 1/2"CDX p; EXT.GRADE PLYWOOD SHEATHING ON BEDROOMLIN. MASTER I 2"x4"WOOD STUDS @ 16"O C.w/R-15 f i CL BEDROOM SPRAY FOAM INSUL.ON 1/2"GYP.BD. U N ) 3'/z"X 11 1/4"PARALLAM EXIST.SECOND FLOOR IF g' 1" Y CEILING CONSTRUCTION(TYP AT STEEL BEAM): 3 Yi /"X 11 114' PARALLAM 3/"X 11 114"PARALLAM 3 X 11 114"PARALLAM ' CEILING JOISTS(SEE PLAN FOR SIZE ANDl w SPACING) W/1"WD.FURRING STRIPS AT 16" Lz EXISTING ENLARGED I, O.C.W/1/2"GYP.BD. p:- BEDROOM#1 LIVING ROOM FIRST FLOOR CONSTRUCTION @.i 3/4"CDX T&G APA RATED PLYWOOD N M SUBFLCOR GLUED AND NAILED TO [Ll Yi FLOOR JOISTS(SIZE AND SPACING r� FIRST FLOOR _ SHOWN ON PLANS)@16"O.C.W/R-30 C� " 0'-0" Y rrr , „ }x iX K XJ :i "r SPRAY FOAM I (! x''r ''va', z5'r 'r' : ' YA 't,r'' +-zi e ! zl , X k ii' NSULATIONANDI/2" Z W ' GYP.BD _ N OL GRADE Q BASEMENT VA IES a GRADE FOUNDATION WALL: VARIES v 1'-0"WIDE 3500 PSI POURED 1-1 (/1 w a �C 5o CONCRETE FOUNDATION WALL W/#5 REBAR @16"O C.VERT.#4 REBAR I-1 Law @16"O.C.HORIZ.ON 2'-0"W.X 1'-0"D. o G w i P C.FOOTING W/THREE#5 BARS U r] La SLAB CONSTRUCTION: V) �+ 4"4000 PSI.POURED CONC SLAB ON 1 sECTION 6X6-10/10 WWF.OVER 6 MIL.POLY. E- VAPOR BARRIER ON 6"CRUSHED Z SCALE: 114"=1'-0" STONE COMPACTED FILL w E- Q O z 0 ! a I'>I I�j U BALUSTER SPACING TO NOT W EXCEED 4"BETWEE — L� NEW GUARD RAIL 1 ;,lv 36"H.HANDRAIL AT OPPOSITE WALL—\ o \ NEW BASEMENT ACCESS DOOR TO BE W SELECTED BY OWNER 0 0 NEW STEEL DOOR AND FRAME 1.. TOP OF NEW WALL j I PRIMED AND PAINTED VIF HEIGHT PRIOR TO ORDERING. COORDINATE WITH OWNER 4 • 2"- 1' (2)#5 TOP CONT. j #5 AT 24"O.C.VERT.E F. • b #5 AT 18"O.C.HORIZ.E.F. 8'r 2X4 KEYWAY CONT.(TYP.) • #3 NOS NG BAR(TYP.) (2)#5 TOP CONT. W z • #4 AT 8 D.C. j U Q #4 AT 2 ' O.C. #5 AT 12"O C VERT. #5 AT 12"O.C.VERT— j I W F W as' #5 AT 12"O C HORIZ #5 AT 12"O.0 HORIZ— • EXISTING BASEMENT SLAB t- EXISTING BASEMENT SLAB W o z • AT DATUM ELEV.0'-0" AT DATUM ELEV.0'-0" �3z Z 2 (3)#5 BOT.CONT. (3)#5 BOT.CONT. •• F- ` p LL7 bo • • • • • • 0 1'4" rn o z 0 z — Q SECTION FR� Bldg Dept copy from ZBAFinal revie ed documents ZBA Fii #" 373 71IRU PLANS ARE AN VI INSTRUMENT OF SER PROPER I{ Date: � ANI>ART:'I'{IPPROPfiR'IY OF"I I II.I.NGIN;:YR AL I LRAIION OR A)1)IT1ON '10 TI IF.SB PLANS IS A VIOLA]ION OF SFC-TT(N 7209OF'I'II NEW YORK S FA"I'I?EDI!CA ZION LAW SEAL: /41 ip :51 (� _ - _ c REScheck Software Version 4.6.1 � REScheck Software Version 4.6.1 rolo_Nev.� i--------- ` . Com Nance Statement:The proposed building design described here is consistent with the building p York Foundation Inspection I Complies. I comments/Assumptions p p p g g g plans,specifications,and other - Compliance Ce rt i f i e ate calculations submitted with the permit application.The proposed budding has been designed to meet the 2010 New York Energy Inspection Checklist Energy ___.__PP _____ Conservation Construction Code requirements m REScheck Version 4.6 1 and to comply with the mandatory requirements listed in 303.2.1 Exposed foundation insulation ❑Complies Exception;Requirement is nota licable. - (FO111T protection. ❑Does Not the a-Till ck Inspection Checklist. Energy Code:2010 New York Energy Conservation Construction Code _ ❑Not Observable t:�J Name-Title signature Date Regtirements:40.0%were addressed directly in the REScheck software _ ❑Not Applicable Textin the"Comments/Assumptions"column is provided b the user in the REScheck Requirements screen.For each 403.8 Snow melt controls. ❑Complies - -- _ - - Project Todd Residence i req urement,the user certifies that a code requirement will be met and how that is documented,or that an exception ifF01z]z ❑Does Not is beng claimed.Where compliance is itemized in a separate table,a reference to that table is provided. r" ❑Not observable Q Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Section- --------------'--------,------------,- --T--------_- I-_-____._._--.-__ []Not Applicable J Plans Verified Field VeNfled '-------- - Construction Type Single-family x ID� Pre-Inspection/Plan Review I Value � Value I Complies? I Comments/Assumptions Additional Comments/Assumptions: & Project Type: Addition ---R -- ..__ _____ _ .._ _-C- ____ ,103.2 Construction drawings and ❑ omplies Requirement will be-met. Climate Zone: 4 (5750 HDD) '[PRI] documentation sufficiently ❑Does Not Permit Date demonstrates energy code Permit Number: .1 compliance for the building []Not Observable envelope. ❑Not Applicable Construction Site: Owner/Agent: Designer/Contractor: 103 2 Construction drawings 1gs and ❑Complies 403.7 documentation sufficientloes >' 670 Bayview Drive Lou Pascarella [PR3] demonstrates energycode []Not Observable ` l•/ South Hold,NY Luigi O.'Box 797Ila.PE,PLLC 11 compliance for lighting and Mme( Deer Park,NY 11729 7 mechanical systems.Systems []Not Applicable 631-421-3734 serving multiple dwelling units +tett a mus[demonstrate compliance With•V 03. Heating and cooling eque commercial ipment is Heating: Heating ❑Complies 4 6 n w "77-K Fs. :,o, sir+R,",.°.;,>°,.T'".•`,"}'.',�,r ;,rM•1.....•,."w;:"",y.;k., _ _7.i J - -pn' � t ,#•,ems [PR2 sized per RCCA Manual S based Btu/hr Btu/hr ❑Does Not .a.,o-.<r,..sti e,-n,. .,.rw, x.__u: ✓.•�, on loads per ACCA Manual)or rrl Compliance: 5.9%Better Than Code Maximum UA 424 Yo.ir UA 399 other approved methods. Cooling: Cooling, ❑Not Observable Fye r.l Btu/hr Btu/hr W Ilia%E eerier r worse moo cote lore,energy use now t e,lu to cTO a m,n, me node s easel On code nage-0n mien ❑Not Applicable It Does NOT prov�ee an estimate or eneror use or cosr reiatne eo a mmimumcode rrome I z Envelope Assemblies Additional Comments/Assumptions: Flat Roof Flat Ceiling or Scissor Truss 299 420 0.0 0.028 8 M Second floor Cathedral.Cathedral Ceiling 782 420 0.0 0.025 20 LJ i First floor roof:Steel joist/Rafter,16"o.c.:2x10 535 42.0 0.0 0.035 19 7 Front Elevation:Wood Frame,16"o.c. 814 15.0 0 0 0.077 55 r� Z �•' N Window 1:Vinyl/Fiberglass Frame-Double Pane with Low-E 94 0.330 31 TU Q Z �, Rear Elevation:Wood Frame.16"o.c. 814 15.0 0 0 0 077 37 r 1 ^ Window 4:Vinyl/Fiberglass frame:Double Pane with Low-E 171 0.330 56 CG Door 1:Glass 159 0.330 52 h+i a p¢•, C4 v Right Elevation:Wood Frame,16"o.c. 504 15.0 0 0 0.077 32 (/) C4 x Window 2:Vinyl/Fiberglass Frame*Double Pane with Low-E 87 0.330 29 Left Elevation:Wood Frame,16"o.c. 504 150 0 0 0 077 32 LU LLJ � Window 3:Vinyl/Fiberglass Frame.Double Pane with Low-E 86 0 330 28 O c0 W U oQ 1 High Impact(Tier 1) 2 Medium Impact(Tier D _3,Low Impact(Tier 3) 1�High Impact(Tier 1) 2 i Medium Impact(_Tier 2) 3'.Low Impact(Tier 3) )" Project Title:Todd Residence Report date: 10/29/19 Project Title'Todd Residence Report date: 10/29/19 Pro ect Title:Todd ResidenceZ Report date: 10R9/19 Project Title:Todd Residence Report date: 10/29/19 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 1 of 7 Data filename C:\Users\Eric\Documents\E)R Design\Drawings\Pascarella\2019\1906 Todd Page 2 of 7 Data filename:C:1Users\Eric\Documents\EjR Design\Drawings\Pascarella\2019\1906 Todd Page 3 of 7 Data filename C:\Users\Eric\Documents\E)R Design\Drawings\Pascarella\2019\1906 Todd Page 4 of 7 ., Residence\Todd-RESCHECK.rck Residence\Todd-RESCHECK.rck Residence\Todd-RESCHECK.rck Residence\Todd-RESCHECK.rck D.] h --------------- -- - -- -. - -----j -- ----- - - -- -- '---- -�----T-------- Sedlon 1 030 News Section Plans Verified I Field Verified # Framing/Rough-In Inspection Plans Verified I Field Blue tl Complies? Comments/Assumptions I York Insulation Inspection Complies? L Comments/Assumptions 1&t q ID I Final Inspection Provisions Value Value i Complies? Comments/Assumptions &Req.ID 1 Value J Value I I I Energy 402.4.4 Fenestration that is not site built ❑Complies Requirement well be met. 303.1 x All installed insulation labeled or ❑Complies Requirement will be met. 401.4.2, Building envelope lightness ACH SO=_ ACH 50=__ ❑Complies Requirement will be met. ]FR20] is listed and labeled as meeting ❑Does Not 1 (IN13) installed R-values provided. ❑Does Not !402.4.2 1 verified by blower door test result ❑Does Not ' a y AAMA/WDMA/CSA 101/l.5.2/A440 I[f117)' of&Iq7 ACH at 50 Pa.This ❑Not Observable ❑Not Observable Y. or has infiltration rates per NFRC 1 requirement may instead be met ❑Not Observable •, a'� Cor-t f.y r}�f 400 that do not exceed code ❑Not Applicable ❑Not Applicable i p 't__ &7 '• =A..L,i' `a°a Lion i ------------------- ---------- -- -- ----- --------...--------------_..--------'-' via casual inspechon,mwhich ❑Not Applicable , "' _f� Additional Comments/Assumptions: case verification may need to 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. I occur during Insulation ,��^^^"��on, ^^aa tt ^-°f' r o x Inspection. I ice•„o R I L t~h,_&of,�.$,li o A HCode O IFR 6]2 sealed at housing/interior/interior hmsh ❑Does Not leakage t 8 cfm to outdoors,or ❑Does Not 9 and labeled to indicate&It;=2.0 ❑Not Observable 403.2.2 Duct tightness via post- _cfm _cfm ❑Complies y - cfm leakage at 75 Pa. -- - (F14p construction with maximum gay "t ,° ;'•�'}•'t�t I ;a ❑Not Applicable !,.��2 r LC.;, r r I!�. ..5 F c 1403.2.2 All joints and seams of air ducts, ❑Complies ! 12 cfm across systems.For []Not Observable _ 0.. [FR13]1 air handlers,filter boxes,and ❑Does Not ! rough-in tests,verification may []Not Applicable a l+ >• r^-ap: G y O V building cavities used as return •r - w ... ducts are sealed. ❑Not Observable Inspection,with maximum I- •s n f W need to occur during Framing __..___.._._ 9 -. _ p - leakage of 6 cfm across systems .,r' - Rq'a', ";kY, Ae,y, t n, ,r•.: _., Q 3 p i and 4 cfm without air handler ,• ` :•<t�;^- .«r 4`- ��-i• p -- . - ---------------- - --._- - Above-Grade Wall 15.00 NotA Applicable 403.2.3 Buildm cavities are not used as ❑Com hes (FR15I ducts or lenums. ❑Does Not I, 403.1.1 Programmable thermostats ❑Complies []Not Observable I[F191` installed on forced air furnaces. ❑Does Not Below-Grade Wall 0.00 ' []Not Applicable r4."3- ❑Not Observable Floor 0.00 403.3 HVAC piping conveying Fluids R-_ R-- ❑Complies I _ ❑Not Applicable illabove 105 vF or chilled fluids ❑Does Not .1.2 Heat pump thermostat installed ❑Complies Ceiling/Roof 42.00 .x below 55 vF are insulated to R-3. []Not observable 30]2 on heat pumps Dopes Not dit d ❑Not-Applicable r! ❑Not observable tone spaces). W0.' Ductwork(unconditioned 403.4 Circulatingservtce-hot-water R-_ R-- ❑Complies ___ __________ ____ ❑Not Applicable "?,.�",)'�. L: °:' ` i' -..:.:fi'o^'tac..f'tt =aa..r" i, 5 :' �403.4i Circulating service hot water ❑Complies Window 0.33 IFR181t pipes are insulated to R-2. ❑Does Not ❑Does Not I U u ❑Not Observable IFIlIJ accic or ess bleaManual cove ntrols ❑Not observable Door ❑Not Applicable I, 0.33 403.5 a Automatic or gravity dampers are []Complies Requirement will be met. - -_❑Not Applicable [FR19] installed on all outdoor au ❑Does Not 401.3 Compliance certificate posted ❑Complies Requirement will be met. " r4' S°k "' -`? rfi_.:= 'fz"rw•r�h-- `�' s:;� -A6Y1 v. intakes and exhausts. []Not Observable [FI7p ❑Does Not Heating System: ❑Not Applicable []Not Observable Cooling System: p'•' Additional Comments/Assumptions: `_.. _ _ ____ _ Applicable _ Water Heater: O I[Fi Manufacturer manuals for ❑Complies �[F118p mechanical and water heating ❑Does Not ',,.').„;i; .-;,,,, -mmm.' _,�,..a W,,,y�.:..4,� ', •` O s equipment have been provided []Not observable Name: N Date' []Not Applicable Comments Additional Comments/Assumptions: U CG Z w Z w_ rx 3 z Z W Ca<< 3 Z O� w 0 Bldg Dept copy from ZBA _ - 1e merits - Final reviewed documents $ z Ca z ZBA File#`73 d J q z o 1(High Impact(Tier 1) 2 I.Medium Impact(Tier 21 3,Low Impact(Tier 3) :1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medmm Impact(Tier 2) 3 Low Impact(Tier 3) Date: O� i < G x Project Title:Todd Residence Report date: 10!29/19 Project Title:Todd Residence Report date: 10/29/19 Project Title:Todd Residence Report date: 10/29/19 -Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page S of 7 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1906 Todd Page 6 of 7 Data fiename:C:\Users\Eric\Documents\EJR Des ign\Drawings\Pascarella\2019\1906 Todd Page 7 of 7 Residence\Todd-RESCHECK.rck Residence\Todd-RESCHECK.rck Resldexe\Todd-RESCHECK.rck '17I IESE PLANS ARG AN INS'rRI IMEN'I OF SERVICE AND ARE TI h PROPIER'1'Y Or-nn:ENGINRI:R ACrF.RA IION OR ADDITION TO THESI`.PLANS IS A VIOLA I ION Ol'SFC"17ON IL7209 01:1 fit:NEW YORK S'I A If:FDUCATIION LAW. Must provide Manuals � DO NO F;1O,+EED V.'iTH �, ,of NEw� FRA"JUNG UNTIL SUIVEY�� D,J and S as per `� VIS a OF FOUNDATION LOC TIIO' WS Bnergy Cad 11 r APPROVED. HAS BEENJAI �� A f I VED AS NOTEDn� - F;ETAM STORi',1 WATER Fi,1NOFF m ASL .d:.`_41.093.''�'—.t,>' ,•` OLZYA ) OA- ,v4 AN 0 '41 S I I I DITI N - -_ l SEC L S 66°39'00"E DATE: �' S.P.# 1 FL,RSU�;f,rT TO CHAPTER 236 Aq�Fa� , FEE ' BY Or THE TOWN CODE. GRAVEL DRIVEWAY ,.•\\\MPyT ke76.88 W/BELG. BLK. CURB '` PeSSION� NOTIFY BUILDING DEPARTMENT AT ,mow 47 J 765-1802 8 AM TO 4 PM FOR THE COMPLY WITH ALL CODES OF t, FOLLOWING INSPECTIONS: NEW YORK STATE & TOWN CODES POLE 1�T1 1. FOUNDATION - TWO REQUIRED AS REQUIRED s °� 1141 EILZ- IOR AT TERATIONS FOR POURED CONCRETE YN O M r 2. POUGH - FRAMING & PLUMBING ,$W4 A 20.3• 1yy l� 3. INSULATION i �� TEST off. I 4. FINAL_ - CONSTRUCTION MUST - 0 0 1 2p.s HOLE BE COMPLETE FOR C.O. Ih', TOV','NTR ES � � 4 LOT 115 w a ALL CONSTRUCTION SHALL MEET THE °' A , 30,5 17.0' REQUIREMENTS OF THE CODES OF NEW N r kh A YORK STATE. NOT RESPONSIBLE FOR DESIGNOR CONSTRUCTION ERRORS. f f' �` �m ClY4\ fCCIS PROP. LOT 113 F--� STY _ O C C U F/p`,I N iCY 0 Y l �� 1�e '��O w ?4 PROP. CO W 2N DD. N W Ko0 2ND STY �w L r t�, FUL ^y 1a0 Cop o ofCK DECK J fv f't-wl�aa.''i�I !!NG REQUIRED f P`` '• " _ ^^�j f' C PTE CO Sf SCA 7F '1 -C • ETA QUIREF� 6' -'!"jI 6 11 kM1 WA RFTA/ p� ,� 9h m OF(� (? CCS ^' • 01101CUPll, , ��! LOT 114 a TIE LINES 00 ea ^ ALONG HWM. / ® ® eUC W opo W p0 ,�,m,r.�r�nx , n kyFAo �`� WACRFTAIV b NON-TURF 9 : „ ,._,., �,- N 66°49 50 W cS a �, rn L tJfd t3=.i'1 0-S :f IFICATION 64.69' BUFFER AREA CIA nAl LEAD CONTENT BEFORE W ti- C"E.R T47--ICA TE OF OCCUPANCY N 17°00'18"w y 30 .DER USED IN WATER PLUMBING 28.92' "StJFFOLK CO Y v>'U` 'SYSTEM CANNOT ALL PLUMBING WASTE OaEP° rl E� "`10 OF 1% LEAD. &WATER Lh4ES NEED < TEST',NG EEFORE COVERING it PILE S 63°39 27 'W —� N 87'57'53"W s.0 x 20 22.99 M Simpson Stronb-Tie 1-12A . • • , FLOATING List of Drawings: ROOF FRAMING DOUBLE TOP PLAT 22.82 DOCK �tovTcr{door` a,��t��.^ett�t1�°�or i�� n� tom.n d duct 1"'Ar W 11n��r�.p��C��o� PILE tI1rC�_. rcpaired rhwilconforr� T-100 COVER / PLOT PLAN �esting re4 >�o Chapter 172 SPRING POND CRIPP ,E ST S Cf'�jt°� Code W T-101 NOTES JACK AND KING STUDS TO BE STRAPPED HEADER-WIDTH VARIES N O o W W T-102 NOTES WITH 1 1/4" 20 GA. GALV STRAPPING. 12" MIN. ON STUD FULL BEARING ON HEADER N Q EN-101 ENERGY CODE COMPLIANCE PLOT PLAN A-101 LOWER LEVEL AND FIRST FLOOR REMOVAL HEADER STUDS FULL LENGTHWALL STUD ® ® SCALE: 1"=30.0' Q PLAN ° A-102 SECOND FLOOR REMOVAL PLAN NOTE' UPLIFT CONNECTION IS REQUIRED AT EACH ° Z ` A-103 LOWER LEVEL CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF ® o ° A-104 FIRST FLOOR CONSTRUCTION PLAN 1 1/4" 20 GA. GALV STRAPPING HEADER STUDS IN AD^IT',"N To A-105 SECOND FLOOR CONSTRUCTION PLAN 12" MIN. ON STUD CONNECTORS AT wAL.I ; ,ivll�s, AND AT TOP ® W NO UPLIFT I'r'�.cS CONNECTOR REQ AND BOTTOM OF CRI RED A-106 ROOF CONSTRUCTION PLAN Q A-200 REMOVAL ELEVATIONS ; POST TO GIRDER JOIST HANGER FOR A-201 PROPOSED ELEVATIONS SIMPSON STRONG-TIE (CC) 2 X INSTALLATION A-202 PROPOSED ELEVATIONS 11F I CC INSTALL @ 16" O.C. Abre_ runs: A-301 BUILDING SECTIONS A-302 BUILDING SECTION TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS' A.F.F. ABOVE FINISHED FLOOR ZO NOTE: CFM CUBIC FEET PER MINUTE F" RIDGE CLIPS (LSTA18): C.I. CAST IRON ALLOWABLE ASD TENSION LOADSCMU CONCRETE MASONRY UNIT U - 1160 LBS. USE FOURTEEN (14) IOD FI A'. C.O. CLEAN OUT W NAILS COL. COLUMN OA OVERALL v Q ICONC. CONCRETE OC ON CENTER CL CENTER LINE OD OUTSIDE DIAMETER Simpson Strong-Tie 0 HD7B DL DEAD LOAD OPNG OPENING 0 O 0 DN DOWN OZ OUNCE DR DOOR PSF POUNDS PER SQUARE FOOT DBL DOUBLE PSI POUNDS PER SQUAME INCH ° 0 \ DWG. DRAWING PVC POLYVINYL CHLORIDE 0 0 0 o DWR DRAWER PC PIECE ° o PERP PERPENDICULAR o a. o EHCI EXTRA HEAVY CAST IRON PIL PILASTER Simpson Strong-Tie o .0 . 0 EL. ELEVATION PL PLATE LSTA18 ° ° o ELEC. ELECTICAL, ELECTRIC P/L PROPERTY LINE Simpson Strong-Tie EXP. JT. EXPANSION JOINT PLAS PLASTER HCP EXT. EXTERIOR, EXTERNAL PLYWD PLYWOOD RIDGE STRAP TIE HOLD DOWN DETAIL PROP PROPERTY STUD TO PLATE SIMPSON STRONG-TIE (LSTA18) HIP CORNER PLATE SIMPSON HD7I3 FAS. FABRICATED PRCST PRECAST JOIST HANGER FOR LTP4 OR WRAP COIL STRAP - WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. LSTA STRAP TIE INSTALL @ 16" O.C. SIMPSON STRONG-TIE (HCP) TENSION LOAD: 6645 LBS F.B.O. FURNISHED BY OWNER PREFAB PREFABRICATED HCP2- 2X MEMBER SIZE FIN. FINISH PT POINT U HCP4- 4X MEMBER SIZE FXTR. FIXTURE PTN PARTITION Z QTY QUANTITY FL. FLOOR W NOTE: FLUOR. FLUORESCENT R RISER Q w UPLIFT: 575 LBS FDN. FOUNDATION F- LATERAL: F1 - 130 LBSca C7 RA � z „ FT. FOOT, FEET RETURN AIR RAD RADIUS z LATERAL: F2-55 LBS 1 STANDOFF 3 o z ® FTG. FOOTING REQ'D. REQUIRED w 3" MINIMUM ° SATISFIES CODE _ REV REVERSE, REVISION Q 3 W REQUIREMENTS �� G.C. GENERAL CONTRACTOR RH RIGHT HAND Q SIDECOVER ® RO ROUGH OPENING 0 w Q � • i GL GLASS G.W.B. GYPSUM BOARD ROW RIGHT OF WAY REINF.REINFORCE, REINFORCING n ° H/C HANDICAPPED u., / \ LFTA HD. WD. HARDWOOD o I A35F HM HOLLOW METAL SECT SECTION MOD. SPECIFICATION HVAC HEATING/VENTILATING/ I6 —� z TBD To be Determined z AIR CONDITIONING ° o Q Simpson Strong-Tie - T&G TONGUE AND GROOVE w Q z o Two ' — LTB40 TYP. TYPICAL ¢ o 3 H LB. POUND w ti Simpson Strong-Tie LL LIVE LOAD H2A — LT. LIGHT UL Underwriters Laboratory Q IVw Q p g VIF VERIFY IN FIELD H2A L. LENGTH/LONG I TO DOUBLE TOP PLATE PROVIDE FOURTEEN MIN. MINIMUM THESE PLANS ARE AN RAFTER (14) 1 OD NAILS MISC. MISCELLANEOUS W/WITH INSTRUMENT OF SERVICE WC WATER CLOSET AND ARE THE PROPERTY AND ALL VALLEY CONNECTIONS JOIST TO JOIST POST TO CONC. FOOTINGWD WOOD OF THE ENGINEER. ( ) TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT ALTERATION OR ADDITION SIMPSON STRONG-TIE (H2A) SIMPSON STRONG-TIE LTB40 SIMPSON STRONG-TIE W/O WITHOUT TO THESE PLANS IS A H2A INSTALL @16 NOM NOMINAL O.C. INSTALL AS SHOWN CBSQ44 SIMPSON STRONG-TIE (MTS 16, A35F, LSTA, 4BP) NO NUMBER WWF WELDED WIRE FABRIC VIOLATION OF SECTION USE BOTH MTS 16 AND A35F INSTALL @ 16' O.C. 7209 OF THE NEW YORK NTS NOT TO SCALE STATE EDUCATION LAW. E �oF NEW TABLE 301 NAILING5GHEDULE C ENERAL NOTES r � C7 Lu 1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION 12-24 OF THE 2020 N.Y.S. CODE. 2. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS NUMBER AI NUMBER OF NAI A �� P 25-32 OF THE 2020 N.Y.S. CODE. JOINT DESCRIPTION L SPACING fi�ssta� COMMON NAILS BOX NAILS 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE ROOF FRAMING WITH CHAPTERS 33-42 OF THE 2020 N.Y.S. CODE. 4. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-1001 PER RAFTER O WITH SECTION R613.5. ALL GLAZING IS TO COMPLY WITH SECTION R308. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-801 3-1001 PER JOIST ,. 5. IN ACCORDANCE WITH SECTION R303.6, ALL INTERIOR AND EXTERIOR STAIRWAYS CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) 4-I6d 4-4001 EACH LAP �A SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING GEILING JOIST LAPS OVER PARTITION (FAGS-NAILED) 4-16d 4-40d EACH LAP LANDINGS AND TREADS. 6. IN ACCORDANCE WITH SECTION R807.1, AN ATTIC ACCESS OPENING SHALL BE COLLAR TIE TO RAFTER (PAGE-NAILED) 4-1001 4-12d PER TIE PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F. AND HAVE A VERTICAL HEIGHT OF '� 2" 30" OR GREATER. THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"x30" BLOCKING TO RAFTER (TOE-NAILED) 2-801 2-1001 EACH END AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. v RIM BOARD TO RAFTER (END-NAILED) 2-I6d 3-I601 EACH END 1 7. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF N WALL FRAMING THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-16011 2-16011 PER FOOT WITH SECTION R318. #g PRE-DRILLED I dl TABLE R301.2.1.2 TOP PLATES AT INTERSEGTIONS (FAGS-NAILED) 4-1601 5-I6d JOINTS - EACH SID �T� w 8. WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION 0 WINDOW JAMB HOLE NOT GREATER THAN 200 AND A SMOKE- DEVELOPED INDEX OF NOT GREATER WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c Y2" GDX STUD TO STUD (PAGE-NAILED) 2-I6d 2-I6d 24" O.G. ^ w THAN 450 IN ACCORDANCE WITH SECTION R315. PLYWOOD PANEL FASTENER 5PAGIN6 HEADER TO HEADER (FADE-NAILED) 16d I6d 16" o.c. ALONG EDG S 9. INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND FASTENER 4 FEET 6 FEET r--� TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d 2-4001 PER STUD A SMOI<E-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN WITH SECTION R316. _ < 4 FEET _ < 6 FEET _ < 8 FEET TYPICAL PRE- D I LLE D HOLE 10. INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH 2WJ" #6 16" 12" a" LOCATION BOTTOM PLATE ENDJOIST OR BLOO CKING (PAGE-NAILED)FLOOR JOIST, BAND-1015T, 2-160112 2-16d12 PER FOOT ►� SECTION R702 AND EXTERIOR WALL COVERING SHALL BE INSTALLED IN 1 � d- M�T_i w ACCORDANCE WITH SECTION R703. SCREWS PER WINDUW F-�-i 11. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. 2 #8 FLOOR FRAMING WOOD 16" 16" 12" W � 12. IN ACCORDANCE WITH SECTION R321, APPROVED NUMBERS OR ADDRESSES SCREWS JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-IOd PER JOIST Z N SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, 1 POUND = 0.454 kg, BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EAGH END PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 1 MILE PER HOUR = .44M/S ED j BLOGKIN5 TO JOIST (TOE-NAILED) 2-8d 2-1001 EACH END Z z '� 13. STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R311.5 a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECONDS GUST OF 130 MPH BLOGKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d 4-I6d EACH BLOCK M AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.5.6. ) 3 AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. E - LEDGER STRIP TO BEAM (PAGE-NAILED) 3 I6d 4 I6d EACH JOIST b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL w a PANEL. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-1001 PER JOIST c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BAND JOIST TO JOIST (END-NAILED) 3-I6d 4-I6d PER JOIST W w HIND UPLIFT DESIGN BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM -- ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED)WOOD ION MANUAL 2-16011 5-1601 PER FOOT Q W a FOR ONE & TWO FAMILY AIVE TDWELLINGS (2018 EDITION) TABLE R301 .7 TYPICAL WINDOW PANEL ALLOWABLE DEFLECTION OF ROOF SHEATHING U Q H -SECTION ABI�E 3.2,SILL 3.2APLATE TTO FOUNDATION STRUCTURAL MEMBERS STRUCTURAL PANELS 801 IOd 6" EDGE / 6" FIELD -SECTION :3.2.2.3 WALL ASSEMBLY TO FOUNDATION GABLE ENDWALL RAKE 8d IOd 4" EDGE / 4" FIELD -TABLE 3.413 ALLOWABLE TABLE R301 .5 -SECTION 23.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY STRUCTURAL MEMBER a DEFLECTION MINIMUM UNIFORMLY DIAGONAL BOARD SHEATHING -TABLE 3.4, 3.413 Q -SECTION :3.2.3.1 HOLDDOWNS RAFTERS HAVING SLOPES GREATER THAN DISTUBUTED LIVE LOADS I"x6" or 1"x8" 2-801 2-I0d PER SUPPORT 17- -TABLE 3.17E -SECTION :5.2.5.4 HEADER AND/OR GIRDER TO STUD 3/12 WITH NO FINISHED CEILING ATTACHED L/180 (IN POUNDS PER SQUARE FOOT) I"xl0" or WIDER 3-801 3-IOCI PER SUPPORT Z -TABLE 3.7 TO RAFTERS -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY H/180USE LIVE LOAD CEILING SH E A TH I N G INTERIOR WALLS AND PARTITIONS -TABLE 3.4, 3.413 UNINHABITABLE ATTICS I�:THOUT STORAGE b 20 -SECTION ;3.2.5.1 RIDGE STRAPS FLOORS L/360 GYPSUM WALLBOARD 5d COOLERS 5d GOOLERS 7" EDGE / 10" FIELD -TABLE 3.6, 3.6A UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 10 CEILINGS WITH BRITTLE FINISHES INCLUDING H PLASTER & STUCCO) L/360 HABITABLE ATTICS AND ATTIGS SERVED WITH FIXED STAIRS 30 WALL SHEATHING Q TABLE 3.413 ALL OTHER STRUCTURAL MEMBERS L/240 BALGONIES (EXTERIOR) ,AND DECKSe 40 STRUGTURAL PANELS 8d IOd 6" EDGE / 6" FIELD UPLIFT STRAP CONNECTION REQUIREMENTS EXTERIOR WALLS - WIND LOADS WITH FIRE ESCAPES 40 ) FIBERBOARD PANELS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION PLASTER OR STUCCO FINISH H/360 a s GUARDS AND HANDRAILS 200 X6 601 3 EDGE / 6 FIELD (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) EXTERIOR WALLS - WIND LOADS WITH GUARDS IN-FILL GOMPOP�ENTS F 50 232 8013 - 3" EDGE / 6" FIELD TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL OTHER BRITTLE FINISHES H/240 Q PASSENGER VEHIGLE GARAGES 5d, GYPSUM WALLBOARD 5d GOOLERS 5d GOOLERS 7 EDGE / 10 FIELD Z FOR ONE 8c TWO FAMILY DWELLINGS (2018 EDITION) Q HARDBOARD 8d 801 6" EDGE / 12" FIELD EXTERIOR WALLS - WIND LOADS WITH / ROOMS OTHER THAN SLEEPING ROOMS 40 DEAD LOAD ASSUMPTION: ROOF CEILING ASSEMBLY DL = 15 psf FLEXIBLE FINISHES H 120 / P SLEEPING ROOMS 3O PARTICLEBOARD PANELS 801 801 (SEE MANUFACTURE ) THREE SECOND GUST LINTELS SUPPORTING MASONRY VENEER e L/600 STAIRS 4� DIAGONAL BOARD SHEATHING U WIND SPEED (mph.) 110 115 120 130 140 150 160 170 180 195 Q WALLS - FOR SUBNOTE5 REFER TO THE 2020 N.Y.S.CODE I"x6" or I"x8" 2-8d 2-1001 PER SUPPORT Q v FRAMING ROOF NUMBER OF 801 COMMON NAILS or 1001 BOX In a.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD I"XIO" or WIDER 3-801 3-IOd PER SUPPORT SPADING SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) SPAN (ft.) NAILS IN EA. END OF 1-Y4"x20 GAUGE STRA�,2,3,4 LOADS OBTAINED FROM TABLE R301.2(2) (In„) Z b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE FLOOR SHEATHING O CANTILEVER. 12 1 1 1 1 1 2 2 2 2 3 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF N SUNROOM ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH STRUGTURAL PANELS 16 1 1 1 1 2 2 2 3 3 3 O PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS 20 1 1 1 2 2 2 3 3 3 4 N ALUMINUM STRUCTURAL MEMBERS SUPPORTING EGDE OF GLASS, THE TOTAL DEFLECTION I" OR LESS 8d loci 6" EDGE / 12" FIELD 1[: 24 1 1 1 2 2 2 3 3 4 4 SHALL NOT ECXEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS 28 1 1 1 2 2 3 3 4 4 5 OR WALLS OF SUNRROM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION GREATER THAN I" loci I6d 6" EDGE / 6" FIELD LY SHALL NOT EXCEED L/120. 32 1 1 2 2 2 3 3 4 5 5 LL d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE DIAGONAL BOARD SHEATHING 36 1 1 2 2 3 3 4 4 5 6 Z LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. TABLE R301 .2(1 ) 11 LU e. REFER TO SECTION R703.8.2. 1"x6" Or I 11 x 2-8d 2-10d PER SUPPORT 12 1 1 1 2 2 2 2 3 3 4 u CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 16 1 1 1 2 2 2 3 3 4 4 WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD I"xl0" or WIDER 3-801 3-1001 PER SUPPORT GROUND SEISMIC WINTER AIR 20 1 1 2 2 2 3 3 4 4 5 ('n SNOW SPEED TOPOGRAPHIC WIND-BORN FROST LINE UNDERLAY- FLOOD DESIGN DESIGN FREEZING 1 Ei 24 1 1 2 2 3 3 4 4 5 6 LJ DEBRIS WEATHERING TERMITE MENT HAZARDS J LOAD MPH EFFECTS CATEGORY DEPTH TEMP INDEX 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL 28 1 2 2 2 3 3 4 5 5 7 CD ( ) ZONE REQUIRED SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING 32 1 2 2 2 3 4 4 5 6 7 < 1 MILE BOF 3 FT. MODERATE SEE CALL PLANS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 36 2 2 3 3 3 4 5 6 7 8 20 psf 130VULT NO FROM C SEVERE BFG TO HEAVY BELOW YES EXAMINERS 599 SHALL BE USED TO MAINTAIN THE LOAD PATH. COAST & FI OFFICE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED 12 1 1 1 2 2 2 3 3 4 4 TO BE REDUCED TO 1-16d NAIL PER FOOT. 16 1 1 2 2 2 3 3 4 4 5 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL W 20 1 2 2 2 3 3 4 4 5 6 TABLE R402.2 REQUIREMENTS. U 19.2 24 1 2 2 2 3 4 4 5 6 7 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Z w 28 2 2 2 3 3 4 5 5 7 8 W 32 2 2 2 3 4 4 5 6 7 9 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F c) Q H 36 2 2 2 3 4 5 6 7 8 - TYPE OR LOCATIONS OF b ~ CONCRETE CONSTRUCTION WEATHERING POTENTIAL z F" TABLE R301 .5 Q z 12 1 2 2 2 2 3 3 4 4 5 NEGLIGIBLE MODERATE SEVERE 3 0 2 16 1 2 2 2 3 3 4 5 5 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R507.4 w 20 1 2 2 3 3 4 5 5 6 7 BASEMENT WALLS, FOUNDATIONS AND OTHERDECK POST HEIGHT 24 24 2 2 2 3 4 4 5 6 7 8 CONCRETE NOT EXPOSED TO THE WEATHER 2500 2,500 2,500 (IN PONDS PER SQUARE FOOT) Q 28 2 2 2 3 4 5 6 7 8 - a,b O w 32 2 2 3 3 4 5 6 7 9 - BASEMENT SLABS AND INTERIOR SLABS ON GRADE, USE LIVE LOAD DECK POST SIZE MAXIMUM HEIGHT 36 2 3 3 4 5 6 7 8 - - EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 (FEET-INCHES BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR UNINHABITABLE ATTICS WITHOUT STORAGt 10 4"x4" 8' w 1. PRESCRIPTIVE LINITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O 2. TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,00001 3,00001 UNINHABITABLE ATTICS WITH LIMITED STORAGff 20 4"x6" 8' N LOCATED IN EXPOSURE B. EXPOSED TO WEATHER HABITABLE ATTICS AND ATTICS SERVED WITH FIXED S IRS30 3. TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND 6x6 14' p Q PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 2,500 3,000de 3500de'` BALCONIES EXTERIOR AND DEC�<S 40 o z CEILING ASSEMBLY DEAD LOAD OF 9 PSF (0.60 x 15 psf = 9 psf). THE WEATHER, AND GARAGE FLOOR SLABS ( ) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING FIRE ESCAPES 40 FOR SI: 1 FOOT = 304.8 MM O v (D O w ti 3 ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE - a. MEASURED TO THE UNDERSIDE OF THE BEAM E-• O H , TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT A. AT 28 DAYS PSI. GUARD AND HANDRAILS 206 b. BASED ON 40 .PSF LIVE LOAD EACH END OF THE STRAP. B. SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL. c.THE MAXIMUM PERMITTED HEIGHT IS 8 FEET FOR ONE-PLY AND _ 4. MINIMUM ASTM A653 GRADE 33 STEEL STRAP. C. AO CRETE IN THESE ESEWITHFLOCATIO THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN GUARD IN-FILL COMPONENtS 5CP TWO-PLY BEAMS. THE MAXIMUM PERMITTED HEIGHT FOR D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN PASSENGER VEHICLES GARAftS5d THREE-PLY BEAMS ON POST CAP IS 6 FEET 9 INCHES THESE PLANS ARE AN 7 PERCENT. INSTRUMENT OF SERVICE E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. AND ARE THE PROPERTY F. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3 ROOMS OTHER THAN SLEEPING ROOMS 40 PERCENT IS PERMITTED IF THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSI. OF THE ENGINEER. SLEEPING ROOMS 30 ALTERATION OR ADDITION TO THESE PLANS IS A STAIRS 4CP VIOLATION OF SECTION 7209 OF THE NEW YORK FOR SUB-NOTES REFER TO THE 2020 INTERNATIONAL RESIDENTIAL CODE STATE EDUCATION LAW. NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION OF New (REQUIRED FOR.ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) � (SEE FLOOR PLANS FOR LOCATIONS) TABLES 3.2B,3.2C,3.3A NOTE: TABLE 3.17F ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR NOTE: 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) SECOND FLOOR ATTACHMENT SEE TABLE R301,2(ll SHT. C-1, TYPICAL TYPICAL r `' w FOR WIND SPEED SPACING CORNERS m .� w ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS (ALL (REQUIRED FOR ALL NEW CONSTRUCTION STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) AND SECOND FLOOR ADDITIONS) 3'-0" D.C. (130 MPH) 6- MIN, 2'-6" O.C. (140 MPH) 12" MAX, ALL STRAPPING TO BE SPACED AT 16" O.C. FBS,SkON-'l ALL TABLES REFER TO 2018 W.F.C.M. X RIDGE "SIMPSON" HDU5SDS 2.5 AT RAFTER TO RIDGE CONNECTION BOARD ° a a FOR RIDGE STRAP - 4-8d COMMON NAILS OR 4-10d BOX NAILS IN EA. 2-16d COMMON O END OF STRAP. - TABLE 3.6A ROOF NAILS 6" O.C. PLAN RAFTER FOR FULL LENGTH FOR ALT. COLLAR TIE - 4-10d COMMON NAILS OR BL❑CKIN OF STUD 4-12d BOX NAILS IN @ ENDWALL END. - TABLE 3.6AII COLLAR TIE I L — — — — — I 3" SQ. x 5/16" WASHER NOTE: 32; O.C. MAX. WHEN RIDGE IS STRAPPED. & END NUT SETUP COORDINATE w/ TABLE 3.4B SHT. N-1 16' O.C. MAX. WHEN RIDGE IS NOT STRAPPED. FOR ALL STRAP CONNECTION REQUIREMENTS DOUBLE SILL PLATE 0 COPPER TERMITE SHIELD AT RAFTER TO TOP PLATE "SIMPSON" HDU5SDS 2.5 w/ SILL INSULATION L z TO STUD CONNECTION ROOF RAFTER 5/8" DIA. ANCHOR .. BOLTS (TYP.) FOR STRAP - (SEE TABLE 3.4B SHT. N-1) W AT EACH END OF STRAP ________�_-3 ALL STRAPPING, ANCHORS, HOLD DOWNS, & FIRST FLOOR ATTACHMENT POURED CONCRETEW -- FOUNDATION WALL FOR ALTERNATE - 14-10d NAILS AT EA. STRAP, ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION "SIMPSON" MTS 12 AS PER MANUF'RS EA. S . CEILING MANUFACTURES SPECIFICATIONS. AND FIRST FLOOR ADDITIONS) JOIST Q^ ~ (TWO STRAPS TOTAL) ll` U (MEETS OR EXCEEDS UPLIFT SECTION M---i REQ'TS OF TABLE 3.4) "SIMPSON" NOTE: Z N cn SIMPSON HDU5SDS (� - NOTE: N 1.) USE 5/8" DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR 2-16d COMMON CONCRETE W/ 3" SQUARE x 5/16" WASHERS AND END NUT SETUP. JOIST TO HEADER CONNECTIONS PROVIDE "SIMPSON" NAILS @ 6" O.C. 2.) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED FOR FULL LENGTH BY HOLD DOWNS FOR SHEARWALLS. N "LSSU210" ADJUSTABLE HANGER. „ 1 L. S X 20 R BLOCKING OF STUD 3.) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MINIMUM TO AT STUD TO FLOOR ASSEMBLY STL. STRAP OR © ENDWALL I Z 'SIMPSON CS20' 12 MAXIMUM FROM ENDS AND CORNERS. TO STUD CONNECTION , I ; ►—a (ONLY APPLICABLE FOR TWO-STORY 'SIMI SON' SPLICING OF TOP PLATE a CONFIGURATIONS) MTS 16 I �, F--I FOR STRAP — (SEE TABLE 3.413 SHT. N-1) SHOE PL. rhe Q � AT EACH END OF STRAP SUBFLR. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TABLE 3.21 RIM JOIST FLOOR 7/8" DIA. THREADED ROD EMBEDDED 12 1/2" W CONCRETE W/ SIMPSON ET (HIGH STRENGTH EPDX o W W FOR ALTERNATE - 14-10d NAILS AT EA. STRAP, n "SIMPSON" MTS 16 AS PER MANUF'RS REQ'TS. JOIST ADHESIVE) & FOR TEMPERATURES (0 DEG. TO 40 TOP PLATE SPLICE TOP PLATE SPLICE I--i (TWO STRAPS TOTAL) DEG F) USE 'SIMPSON' AT (HIGH STRENGTH ACRYLIC REQUIREMENTS REQUIREMENTS (MEETS OR EXCEEDS UPLIFT TOP PL. ADHESIVE) ONE STORY SLAB-ON-GRADE ALL OTHER CASES I REQ'TS OF TABLE 3.4) Z Building Minimum Splice Building Minimum Splice FOR SECOND - STRAPPING TO OVERLAP FLR. ADDITIONS FIRST & SECOND FLOOR Dimension(ft.) Length(ft.) 1,2, Dimension(ft.) Length(ft.) 1,2, STUDS BY MIN. 12" DOUBLE PORTAL FRAME 1 1/4" X 20 GA. 12'-0" 3'-0" 12'-0" 2'-0" Z NOTE: STL. STRAP OR FIGURE R602.10.6.2 DOUBLE PORTAL FRAME 'SIMPSON CS20' (TWO BRACED WALL PANELS) 16'-0" 4'-0" 16'-0' 3'-0" ALL CLIPS & STRAPS CAN BE MOUNTED EXTENT OF HEADER FROM EITHER ALL EXTERIOR OR ALL Z 201-011 S'-0" 201-011 4'-0" INTERIOR, BUT NOT A COMBINATION OF BOTH. 241-011 6;—ON 24'-0" 4'-0" SHOE PL. (ONE BRACED WALL) N SINGLE PORTAL FRAME 28 _p 7'-0# 28'-0" 5'-0" d AT STUD TC FLOOR ASSEMBLY SUBFLR. EXTENT OF HEADER 32'-0" 8'-0" 32'-0" 6'-0" Q TO SILL PLATE CONNECTION RIM JOIST FLOOR 36'-0" 9'-0" 36'-0" _j7/-0" FOR STRAP - (SEE TABLE 3.4B SHT. N-1) JOIST AT EACH END OF STRAP 4, __•= 401-011 11'-0" 401-011 8'-0" 4J 6' T 18' I TYPICAL PORTAL FRAME CON STRUCTI i' 50'-0" 13'-0" 501-011 10'-0" 1 n FASTEN TOP PLATE HEADER WITH TWO a 60'-0" 16'-0" 60'-0" 12'-0" _ i1�TMOLB ROWS OF 16D SINKER NAILS A 3 O.C. FOR A PANEL SPLICE (IF NEEDED) Z HPANEL EDGES SHALL BE BLOCKED, AND ' W i STRAP OPPOSITE SHEATHING n 701-011 19'-0" 701-011 14'-0" O OCCUR WITHIN 24" OF MID-HEIGHT. ONE :I i it x a] 11/—FASTEN SHEATHING TO HEADER W/ 8D ROW OF TYPICAL i a 80'-0" 22'-0" 80'-0" a COMMONI OR GALVANIZED BOX NAILS IN SHEATHING-TO-FRAMING NAILING IS r TOP PLATE SPLICE LENGTH 3' GRID PATTERN AS SHOWN AND REQUIRED. IF 2X4 BLOCKING IS USED, 1 END VIEW 111� 3"O.C. IN ALL FRAMING (STUDS, THE 2X4'S MUST BE NAILED TOGETHER 71 n BLOCKING AND SILLS) I�jHD&lkk S� EPI§ST i 1.) TABULATED SPLICE LENGTHS ASSUME TOP PLATE—TO— Q �a IN 2X4 FRAMING I' TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT, 71 li I FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 3/8" MIN THICKNESS WOOD IN 1000LB TIE DOWN DEVICE I' SHALL BE REDUCED IN ORDER TO PROVIDE AN AT STUD TO FLOOR ASSEMBLY _ STRUCTURAL PANEL SHEATHING ]a � .i: EQUIVALENT NUMBER OF NAILS. TO SILL PLATE CONNECTION END VIEW SECTION T „ SEE SECTION R602.10.6.2 2.) TABULATED SPLICE LENGTHS ASSUME A BUILDING (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) u I I LOCATED IN EXPOSURE B OR C. 3.) TOP PLATES SHALL BE A MINIMUM OF STUD GRADE FOR STRAP - (SEE TABLE 3.413 SHT. N-1) MATERIAL. AT EACH END OF STRAP MIN 4200LB TIE DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILESD INTO FRAMING) f NAILING & STRAPPING AT TYP. PROVIDE RAFTER TO KING FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS ALIGNED TORHMENT RAF E SHEN LYW❑❑D LENGTH 'L'—j DIAPHRAGM BRACING sTuY2 BEARING (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) AND KINGS TO PLATES (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE RATIO LIMITS = H/L_ < 3 1/2 SECTION 3.3.5&3.5.5 NAILING SCHEDULE 1131 : (2018 W.F.C.M.) TYP. PROVIDE RAFTER TO ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H APOREEQUOALN ORTION FORW�A AR SHOWN U RIDGE I Notation STRAP DETAIL @ LEFT W Rou h A B C D = SOLID BLOCKING @ W g SEAMS Q w= BLOCKING 2 BAYS Opening = V5 � _ _ _ � � z BACK @ 48" TYP. STRAPPING ac. M DOUBLE 2x MIN. 2'-0" (1) 2x4 1 1 1 NAILING AS PER w WALL SHEATHING TO BE NAILED Q z c7 -j FOR HEADER OR BEAM = AS PER TABLE 3.1 'SHT. N-1, ATTIC Q 4'-0" (1) 2x4 2 2 2 TABLE 3.413 SHT. N-1 _w R Z � 3 Y2 ROD REQUIRED I _j 2018 W.F.C.M. > C AT EA. END OF STRAP J Q � � 3 W r� FOR STUY2 THREADED ROD 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 Q Q < z 3 PLYWOOD SHEATHING oa Q w 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 FOR NUMBER OF 8D COMMON NAILS © 6" �, w Q Z 10'-0" (2) 2x6 4 5 5 JACK STUDS REFER O.C. EDGE & FIELD. A TO FLOOR PLANS 12'-0" (2) 2x6 5 6 6 B FIRST & SECOND FL, -CNW COUPLER NUT Notations : THOLD IS SHEET DOWN SEE DETAILS O M MIN. EDGE DISTANCE A. o AS PER MANUF. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT � p z APPLY TO DOORS) o z Q TYP. STRAPPING o Q z N B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OFw p 3 D NAILING AS PER NOTE: H BLOCKING 2 BAYS HEADER TABLE 3.413 SHT. N-1 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN ° AT EA. END OF STRAP Q a Q BACK @ 48" ac, a 'g MIN. END DISTANCE C. NUMBER OF 16D NAILS END-NAILED THROUGH SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. ADJACENT KING STUD TO END OF HEADER AT EACH 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. EXCEPTION: AS PER MANUF. SIDE 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD THESE PLANS ARE AN WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE NOTE: PATH. INSTRUMENT OF SERVICE GABLROOFEENDWALL DAP RAGMOR WHEN A BLOCKING ISINOTOOF REQUI EDM IS USED, ADDITIONAL HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP) AN OF THE ENGINPROPERTY ADJACENT JACK STUDS TO END OF SILLS) AT EACH STEEL OR 'SIMPSON' EQUIVALENT ALTERATION ORADDITIONSIDE (DOES NOT APPLY TO DOORS) CS20 (COILED STRAP) TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : SOF NEI)- Cb Y 19 �ESSIO s' 4 ' 1 I I I 4t 1 i lr \J EXISTING DECK EXIST. DECK TO REMAIN (TYP) Fri w j ! II II �!I, •� Z N - \—EXIST. ROOF � l RAFTERS ABOVE TO ~ � - - --- BE REMOVED (TYP.) up EXISTING SUNROOM ' a I w � r I �I EXIST. DOOR TO BE REMOVED (TYP.) l ! ! II I EXISTING LIVING EXIST. WALL TO BE REMOVED (TYP.) ROOM EXISTING II - --- _ BEDROOM W I� EXIST. STAIRS UP EXIST. FIREPLACE TO TO BE REMOVED I Q EXISTING CONC. SLAB TO BE REMOVED IN ITS III j BE REMOVED IN ITS I i I ENTIRETY � ENTIRETY I I � - --- ---- — — - EXIST. FLOOR JOISTS EXIST. WALL TO BE J z ABOVE TO BE REMOVED (TYP.) O REMOVED (TYP.) H I E ISTING f 1 Q EXIST. WINDOW EXISTING DINING EXISTING BATHROOM (lI TO BE REMOVED F- ROOM KITCHEN �I: i= I '� I (TYP,) - - 1 REMOVE PART UP EXISTING -- �' OF EXTERIOR ' I I - I - EXIST. SINK TO BEDROOM I WALL FOR NEW - — -- - I — � -! I BE REMOVED WINDOW, TYP, -- -- --- I SEE (FLOOR PLAN F--- - EXISTING FOUNDATION -- -- (STING 1/2 FOR ADDITIONAL INFORMATION I I I WALLS TO BE REMOVED IN II II ! I EXIST. ENTRY STAIRS BATH � � - I THEIR ENTIRETY ! TO BE REMOVED ,1 1 5 > (^1 1' U Z LOWER LEVEL FIRST FLOOR W z REMOVAL PLAN REMOVAL PLAN Q Q Q SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" w Q w O u Q O w THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SE L : SOF NE('I'1- O t-- C9 A 19 P'ESSO4 r O U F---1 w W ,w EXISTING ROOF ~ Z RAFTER AND CEILING JOISTS TO BE a I REMOVED (TYP.) I I W III II I Z EXISTING ROOF RAFTER AND CEILING -- JOISTS TO BE ! REMOVED (TYP.) EXISTING ROOF _ ! ! EXISTING STAIR TO BE RAFTER d AND CEILING ! Q JOISTS TO BE ENTIRETY REMOVED (TYP.) I EXISTING DOOR TO BE REMOVED (TYP.) I I EXISTING CHIMNEY TO BE i REMOVED IN ITS ENTIRETY - -'1 - -- - j F- = I-- -- ---- - - ISI EXISTING EXTERIOR WALLS JATEXISTING WINDOWS TO BE SECOND FLOOR TO BEREMOVED (TYP.) REMOVED IN ITS ENTIRETY W I U SECOND FLOORQz oz z Q � REMOVAL PLAN Q > < 0 0 SCALE: 114"=l'-O" CD N U w O o z Q °z v THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL - 4 OF EAL :4OF NEW -10 INTERIOR < p 5 3'-9Y211 Y' a ' r � II A v PESS101A 3'-10" WELL WIDTH lilt II 3'-6" HT. 4000 PSI REINFORCED CONC. STORM LEACHING RING " SECTION = I I I '1 I FOUNDATION LINE CD 6'-0" DIA., 8" THICK CIRCULAR ----- --" SLAB WITH NO ACCESS HOLE I ' WELLCRAFT CLEAR WELL "r. COVER ABOVE - -_ NEW 4" PVC (SIC H. 40) / 5'-0" MIN. DRAINAGE PIPING, PITCH 1/8" EGRESS WINDOW WELL TO PER FOOT MIN. CONNECT TO \ / BE WELLCRAFT 2062 � ll NEW DRYWELL. — SERIES W/206270, V 511-411 POLYCARBONATE COVER WELLCRAFT EGRESS ` \ 3'-8" 24'-7" 261-911 _ EXTERIOR MOLDED UNIT w POURED CONCRETE LADDER BUILT IN TO rTl FOUNDATION WALL, 8" 3'-0" 5'-0" 2'-1111 8'-9" 2'-11" 5'-0" 3'-1" 2'-11" 20'-911 6'-311 W w SEE DETAIL FOR ENLARGED PLAN o ADDITIONAL INFO 2 AT WINDOW WELL z 36 H. HANDRAIL A-302 RM M SCALE: 1/4"=1'-0" POURED I __ I -10 CONCRETE I �n - - - - - - - - - - - - - - - - - - - - - - - - - - - - N FOOTING, SEE I NEW CONCRETE F- Cq DETAIL FOR I f- ~ I U) z i STAIRS, SEE O v z l ADDITIONAL INFO I I � SECTION FOR Z W d Q Q • : I ADDITIONAL � z GUARDRAIL I R. INFORMATION 30"x30"x12" POURED O m , ' I 10" POURED CONC. TOP OF EGRESS WINDOW E-+ .- CONC. FTG. W/#4 @ 6" 4" DRAIN c� ti •: I 09 � I •- I FOUNDATION WALL W/#5 I I O.C.E.W. a O0 z I REBAR @16" O.C. VERT. #4 LINE OF EXTERIOR FINISH I P I w I REBAR 16" O.C. VERT., 3500 uJ DIN 4" o PSI CONCRETE MIN. ON A ~ W a d , • r------------------- ------- 3 I I I .' 1'-8"W. X 10" D. P.C. FOOTIN N .4302 I 1 2x6 $ coo Q _ _ _ _ L - W10x26 71 ~ I �- - - O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ I II ZLINE OF GRADE SLOPE I I I \ - - - - - AWAY FROM WELL co ANDERSON STORMWATCH ESS WINDOW SEE .� I 3 1/2"X 3 1/2"X1/8" HSS i I I "' ' ' O I BEAM POCKET z BEAM POCKET L - - - - - - - ; WINDOW SCHEDULE Q C14 I a REINSTALL STAIRS I I I � I EGRESS WINDOW WELL o I 18" POURED FOUNDATION ( TO BE WELLCRAFT 2062 �- LINE OF WALLS WALL WITH NEW BILCO DOOR I �n SERIES ro `.. I BASEMENT cn z ABOVE ------- ----------------- „ - (TYP.) I WITH MANUFACTURER I W -9-6 3/4 L O _ , I , � I PROVIDED NEW BILCO STAIRS777777 I � H - - - - - -Lo Oo I ' = - - - - - - � ELEVATION Q * I I I L� I *� I -1 AT WINDOW WELL I I 00 I I I h SCALE: 1/4"=1'-0" NI I w o i t N I I I ( o m BASEMENT: ( L - - - NEW EGRESS WING W, SEE L p 4 POURED CONC. SLAB. ( - - \ DETAIL 2/A-103 FOt � - -_ 6X6-10/10 WWM. OVER 6 ADDITIONAL INFORII\AVATION. 00 1 . o O cn MIL. POLY. VAPOR BARRIER GRADE BEYOND OVER COMPACTED FILL „ „ C2 = _ - U 4X3 X3/16 HSS I � - � I .A I � WELLCRAFT CLEAR WELL Q I 2062 POLYCARBONATE CD I @� L I I L J � -1 COVER 30"x30"x12" POURED ° z 6 TOPSOIL CONC. FTG. W/#4 @ 6" I I NEW 14" FLOOR I 1: I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O.C.E.W. I I TRUSS WITH co a. GYP. BD AT CEILING, -- • ' ° - - i- - - - - - - - - I TYP. - I o j I .II- III I M I I (2) 2x8 HEADER =-1 -d- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — L - - — - - - - - - - - - - -- - - - - -� I _ FT EGRESS I rI L __ -1 LADDER 8 POURED CONC. FOUNDATION STEP FOOTING NEW INSULATED WALL W/#5 REBAR @16" O.C. VERT. EGRESS WINDOW #4 REBAR @16" O.C. VERT., 3500 PSI CONCRETE MIN. ON A 16"W. X 8" D. G U EGRESS WINDOW WELL 301-7#1 20'-9" TO BE WELLCRAFT 2062 Z Z P.C. FOOTING 1 SERIES W W 51'-4" z 12" PEASTONE BACKFILL o Z. Z Q > 3 W zi X LOWER LEVEL G E--•I w Q O U CONSTRUCTION PLAN - G G G SCALE: 1/4"=1'-0" o G o o G o 0 0 0 w G o 0 0 0 o O c� � ' 0 0 0 0 0 1 •• c\ 0 Q Z + G G , C7 M o w Qp 3 p o v w o a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE WALL SECTION AND ARE THE PROPERTY OF THE ENGINEER. T H R U WINDOW WELL ALTERATION L ADDITION TO THESE PLANS IS A SCALE: 1/4"=1'-O" VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: SEAL DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. CONTRACTOR IS TO VERIFY THE SIZE, STYLE & ND OF W STRUCTURAL MEMBERS(TYP.) EXHAUST. PROVIDE MIN. 100 CFM EXHAUST FAN. MANUF. OF ALL NEW WINDOWS AND DOORS WITH �O DOOR JAMB NOTE: THE HOMEOWNER PRIOR TO ORDERING AND BEFORE WALL CONSTRUCTION DOOR JAMBS TO BE LOCATED N MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS: THE START OF ANY CONSTRUCTION. EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR BRICK VENEER 8"TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED. OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. ROUGH OPENING NOTE: ,��- �" �' Q" 24"AND MINIMUM WIDTH OF 20", 5.0 SQ. FT CONTRACTOR IS TO VERIFY THE ROUGH OPENING BEARING WALL '-' r=s=.. � k FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. DOOR AND HARDWARE NOTE: SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS LINE OF WALLS ABOVE CONTRACTOR TO PROVIDE AND INSTALL ALL NEW WITH THE MANUFACTURER' SPECIFICATION FEsstio�� DOORS AS SHOWN ON THE DRAWINGS. PROVIDE AND PANTRY SHELVING NOTE: DOOR TO BE INSTALLED INSTALL ALL HARDWARE AS SELECTED BY OWNER. CONTRACTOR TO PROVIDE FIVE ADJ. 3/4" PLYWD. FLOOR SADDLE NOTE: F� CONTRACTOR TO REVIEW THE SIZE, STYLE&TYPESHELVES w/MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN WITH OWNER PRIOR TO PLACING ORDER. THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL (TYPICAL) FE7 EXHAUST FAN, 75 CFM (NOTE: DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S. - MARBLE SADDLE/W.S. =WEATHER STRIP O O HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: PROVIDE SMOKE DETECTORS AS PER THE RES. CM CARBON MONOXIDE DETECTOR CODE OF NEW YORK STATE INTERCONNECTED AND a WOOD POSTS 3 HARDWIRED TO ELECTRIC PANEL A-301 POSTS FROM ABOVE SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE' CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP ATTENUATION BLANKET AROUND ALL BATHROOM/POWDER ROOM WALLS. a EXISTING DECK W W O O O 4"x6" WOO POST N M 3 1/2" x 11 7/8" PARALAM �T� W • 4"x6"WO F-+-I POST p r TYP. NEW EXTERIOR WALL04 04 z N Q x CONSTR.: NEW SIDING, OVER Z d- F -- N N O HOUSEWRAP ON 1/2" CDX EXT. Z 3 1/2" x 3 1/2"x1/8" GRADE PLYWOOD SHEATHING ON TYP. CEILING HSS 2x4 WOOD STUDS @ 16 O.C. w/ �o R-15 SPRAY FOAM INSUL. ON 1/2 CONSTRUCTION: O SIMPSON MODEL 2 1 a OJ HUCQ FACE o A-301 GYP. BD. A-301 1/2" GYP. BD OVER CEILING JOISTS. x N C14 LL 04 MOUNTED X EQ. EQ. -4"x6"WOOD N X CONCEALED (2) 1 3/4"x4" POST N HANGER 3 12/ x O COLUMN-7o W 11 1/4 O 0 O NEW BILCO DOOR WITH WINDOW/SLIDING DOOR SCHEDULE u N Q ®W12x50 FLUSH BEAM ® _ ;; — MANUFACTURER PROVIDED NEW 3 1/2" x 3 1/2"x1/8" 3 1/2" x 11 1/4" PARA AM DR BILCO STAIRS SQ. FT. SQ. FT. NAME MANUF PRODUCT SIZE GLASS VENT REMARKS 1 HSS ENLARGED 1 A 7. 7" 1 UP 1 10.0" 4x6 WOOD A-302 A ANDERSON 400 TW2432 2'-5 5/8" x 3'-4 7/8" A-302 O 2—% LIVING P 1' N N `D D POST d SERIES WITH DOUBLE HUNG WINDOW' -Lu _ _ STORMWATCH x ROOM v N RENOVATED C14 I O 172'r 1/4-PA M ( I PROTECTION SIMPSON MODEL HWU 3 EXISTING LINE OF POS Q LINE OF g - 112 x 11 1/4 TOP MOUNT BEDROOM #1 Q B ANDERSON 400 TW30410 3'-1 5/8" x 5'-0 7/8" DOUBLE HUNG WINDOW POST (EACH SIDE) Q SERIES WITH W ABOVE EGRESS WINDOW Q ABO < CM O 3'-7" 3'-2" Q 6'-5" - O __. STORMWATCH IL _ O PROTECTION Q _7 �_I O �� w - PROVIDE FIBERGLASS PAN w/ O _ FLOOR DRAIN FOR WASHING C ANDERSON 400 A51 4'-11 7/8 x 2'-0 1/8" AWNING WINDOW O U 2' 0" 2'-9" °x I �(o — SERIES WITH _" x MACHINE - - STORMWATCH M �✓� X M 3 z 6 a L LINE OF LDRY. CL `1 PROTECTION POST N TYP. INTERIOR WALL 04, 111DIRECT VENT GAS `Vco ' I ABOVE W/D - CONSTRUCTION: D ANDERSON 'A' FWGD 2'-8 3/8" x 6'-7 1/2" STATIONARY FRENCHWOOD GLIDING PATIO DOOR z FIREPLACE TO BE SELECTED BY OWNER CM O LL -4 M — _ =b ONE LAYER OF 1/2" GYPSUM WALL SERIES WITH 2968-S I I EN VATE O �� N BOARD ON EACH SIDE OF 2"x4" STORMWATCH 00 co STUDS @ 16" O.C. w/2"x4" SOLE PROTECTION E IST. 0 m (o PLATE AND 2 2"x4" TOP PLATES cn 4 x3 x3/16 HSS O o TH lox (Ox (Ox O E ANDERSON 'A' FWGD 5'-11 1/4" x 6'-7 1/2" F W W12x58 FLUSH BEAM _ L W12tUSH M� N W12x58 FLUSH BEAM N N RENCHWOOD GLIDING PATIO DOOR Q — —� _ -NEW EGRESS WINDOW, SEE DETAIL SERIES WITH 6068 o KI EN 2/A-103 FOR ADDITIONAL INFORMATION. STORMWATCH y, LI 4"x3"x3/16" HISS ! PROTECTION ` - 4"x3"x3/16" HSS O _ LINE WALL ABOVE 00 cv `,� � R OVAT d (TYP.) = F ANDERSON 400 G55 4'-11 1/4" x 4'-11 1/4" GLIDING WINDOW, EGRESS WINDOW ` U� (D RENOVATED SERIES 4"x4 WD. POST, ` ox n X AND SEE TEMP. PLYWOOD SHUTTER DETAIL 2/A-106 TYP, U.O.N. (2)2x12 HDR M ( 2x1 �OB_J ATH EXISTING �? g G ANDERSON 'A' FWGD '- " BEDROOM #2 � O G 15 9 x 6-7 1/2 TRANSOM WINDOW TO HAVE ANDERSON ART GLASS O O O O I N � SERIES WITH 151068-4 ALIGN N �- EXISTING EXTERIOR WALL: STORMWATCH H Q w PROTECTION O INSTALL NEW SIDING, OVER H ANDERSON 400 TW210410 2'-11 5/8" x 5'-0 7/8" DOUBLE HUNG WINDOW HOUSEWRAP ON EXISTING SERIES WITH (2)2x12 HDR (2)2x12 HDR 2 2x12 _ SHEATHING. _ _ HDR STORMWATCH Its ® PROTECTION O O 1 ANDERSON 400 P4040 4'-0"x4'-0" PICTURE WINDOW TYP. CEILING SERIES WITH z CONSTRUCTION AT AREA A 01 NEW PORCH: STORMWATCH 2 1 1 1/2" THERMAL BLUESTONE (OR A-301 " A-301 PROTECTION U a OF STL BEAM: STONE TO BE SELECTED BY J ANDERSON 400 C15 2'-0 1/8"x 4'-11 7/8° CASEMENT WINDOW z w Z 1/2" GYP. BD, ON 1" FURRING STRIPS OWNER) ON 1" MORTER BED SERIES WITH W AT 16" O.C. SECURED TO CEILING OVER 4" P.C. SLAB ON 6X6-10/10 STORMWATCH Q F' JOISTS. WWPROTECTION F. OVER 6 MIL. POLY. VAPOR � 3 � Q � z BARRIER OVER 6" CRUSHED K ANDERSON 'A' FWGD 7'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIO DOOR w Z (� STONE BASE ON COMPACTED SERIES WITH 8068 FIRST FLOOR FILL STORMWATCH Q q Z PROTECTION t- w o O CONSTRUCTION PLAN L ANDERSON 400 AX351 3'-4 13/16 x 2'-4 3/8" AWNING WINDOW SERIES WITH SCALE: 1/4"=1'-0" STORMWATCH o PROTECTION 00 M ANDERSON 'A AAN2818 2'-7 1/4" x V-7 1/4" SERIES WITH BASEMENT AWNING WINDOW z ° STORMWATCH w 3 0 PROTECTION ¢ �, N ANDERSON 'A' ACW2638 2'-5 1/4"x 3'-7 1/4" SERIES WITH BASEMENT CASEMENT EGRESS VVINDOW STORMWATCH THESE PLANS ARE AN PROTECTION INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. CLOSET SHELVING NOTE: NEW WOOD MOLDING NOTE: STRUCTURAL NOTE:: SMOKE DETECTORS NOTE: WINDOW AND DOOR NOTE: S E A L CONTRACTOR TO PROVIDE A 1.1/4" DIA. OAK POLE ALL NEW WOOD BASE, DOOR TRIM, WINDOW TRIM DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE SMOKE DETECTORS AS PER THE RES. CONTRACTOR IS TO VERIFY THE SIZE,5' STYLE & ECzEND SOF NEW @ -0" H. A.F.F. &A 3/4" PLYWOOD SHELF AND ALL TRIMMED OPENINGS TO MATCH EXISTING STRUCTURAL MEMBERS(TYP.) CODE OF NEW YORK STATE INTERCONNECTED AND MANUF. OF ALL NEW WINDOWS AND OORS WITH THE w/OAK VENEER & HARDWOOD EDGE @ 6-0"A.F.F. WOOD TRIM. REVIEW WITH OWNER ALL AREAS HARDWIRED TO ELECTRIC PANEL HOMEOWNER PRIOR TO ORDERING AND BEFORE THE WALL CONSTRUCTION , FOR ENTIRE LENGTH OF CL. TO RECEIVE WOOD TRIM. DOOR JAMB NOTE: START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 4"MINIMUM OFF WALL SOUND ATTENUATION BLANKET NOTE: BEARING WALL LINEN CLOSET SHELVING NOTE: EXISTING EXTERIOR WALLS: UNLESS OTHERWISE NOTED OR DIMENSIONED. PROVIDE CONTRACTOR TO PROVIDE SOUND � DOOR STOPS AT ALL DOORS AS REQ'D. STOPS TO BE ROUGH OPENING NOTE: CONTRACTOR TO PROVIDE FIVE ADJ. 3/4 PLYWD. REMOVE EXISTING SIDING AND INSTALL NEW TYVEK ATTENUATION BLANKET AROUND ALL LINE OF WALLS ABOVE 3-t;,�. ?y;_$�-;- � �• SHELVES W/ MELAMINE FINISH. SHELVES TO BE VAPOR BARRIER AND SIDING (SEE ELEVATIONS) SELECTED BY OWNER CONTRACTOR IS TO VERIFY THE ROUGH OPENING $c� SET ON ADJUSTABLE STANDARDS. OVER EXISTING SUBSTRATE SHEATHING. SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS DOOR TO BE INSTALLED `O 19 P CONTRACTOR IS TO VERIFY THAT THE CONDITION OF DOOR AND HARDWARE NOTE: BATHROOM NOTE: WITH THE MANUFACTURERSPECIFICATIONS. ,cESS10\4 THE EXISTING SHEATHING IS SUITABLE TO REMAIN INSTALL 1/2" WATER RESISTANT GYP. BD AT EXHAUST FAN, 75 CFM AND NOTIFY ARCHITECT. CONTRACTOR TO PROVIDE AND INSTALL FLOOR SADDLE NOTE: v NEW DOORS AS SHOWN ON THE DRAWINGS. ALL BATHROOM WALLS. PROVIDE SADDLES BETWEEN ALL CHANGES IN PROVIDE AND INSTALL ALL HARDWARE AS FLOORING MATERIAL (TYPICAL) OS HARDWIRED SMOKE DETECTOR PAINTING NOTE: SELECTED BY OWNER. CONTRACTOR TO M.S. =MARBLE SADDLE/W.S. =WEATHER STRIP O ALL NEW WALLS AND CEILINGS TO BE EXTERIOR WALL NOTE: CM CARBON MONOXIDE DETECTOR PAINTED (THREE COAT JOB), COLORS TO BE REVIEW THE SIZE, STYLE & TYPE WITH ALL GYP. BD ALONG AN EXTERIOR WALL TO SELECTED BY OWNER OWNER PRIOR TO PLACING ORDER. EMERGENCY ESCAPE WINDOWS: 0 WOOD POSTS BE MOISTURE RESISTANT EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR POSTS FROM ABOVE OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF 24"AND MINIMUM WIDTH OF 20", 5.0 SQ. FT M.S. MARBLE SADDLE FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE. W.S. WEATHER STRIP ellw W w 3 - - A-301 M---1 _ II Ii i 4'-4" 1 42'-8" 4'-4" W N 20'-3" 22'-5" ol U ¢ z 5'-11" 5'-11" 5'-8" 5'-7" 12'-8" 5'-2" .� M 101, SLEEPER 2 F_ 9'.0'. ,JOISTS AT A-301 A-301 W a AREA OF Z Q w ' DECK p o W w DECK II J OK JO II OI B , O (2) 2x12 HDR LIN 15 F. AT 7.27" iv L s s 1 T. A 110" DN - 4"VTR 4"VTR FLASH AS FLASH AS A-302 N 2 x 6 1 LU / " O IN A-302 O +/-1 -6y2 . 10-8' ( IN.) 3'-6" 10'-8.. REQ'D JIL REQ'D IIL ROOF t, Utell Lo p' + Z Lu - cm CM O s s v O o s , Q U Q o 12'-0�2 OS 3x6 4._0.. 2 x 6 0 - q o MASTER POST DOWN 11 Nr HALL BEDROOM TYP. INTERIOR WALL ATTIC N BEDROOM TO FDN. 2 x 6 0 CONSTRUCTION: MASTER BATHROOM --T 1z" Q _ _ _ _ _ _ _ _ _ _ _ ONE LAYER GF 1/2" GYPSUM WALL °° - '� 3 1/2" x 14" PARALAM RIDGE BOARD ON EACH " Eo b DIRECT VENT GAS CH SIDE OF 2x4 I 12.. I12„ 1z. I 12„ 12„ X FIREPLACE TO BE • 4 x 6s STUDS @ 16 O.C. w/2"x4" SOLE i� SELECTED BY OWNER - POST DOWN PLATE AND (2) 2"x4"TOP PLATES M 14' 1/ 2'-2" ' " ~ SINK SINKI 11'-8�2" TO FDN. 12-6 �j r WHIRLPOOL TUB I SECOND elco d N z � - TYP. NEW EXTERIOR WALL + 12° 12° sHowE FLOOR co MASTER N W.I.C. w q CONSTR.: NEW SIDING, OVER 2" 2" 3"CD x CL. BA-r o Q r- HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON RENOVATED -" 2"x4" WOOD STUDS @ 16" O.C. w/ EXIST BATH J I EXPAONDED BATH W i o o CV b d v R-15 SPRAY FOAM INSUL. ON 1/2" 12 12" -� 11, Q GYP. BD. KITCHEN 0 T I 2'-4" O 10'-7y2" O 2'-0" 8'-8%4'. A 12'-5)/4" O 6-7" 12 1z" 12" 12.. 114., ( 12„ 12.. 12„ I I Cn 4'-4" 42'-8" 4'-4" T 4\AIA SIN C. I I SINK C. WHIRLPOOL TUB NEW 4" SHOWED WM 3" FIRST F.A.I. " 1�" 1�., DRAINFLOOR z zC CO 3,. 2..3NE 3"WASTE LINE 3"WASTE LINE BASEMENT 3 2 1 C.O. C.O W a A-301 A-301 A-301 U TO EXIST w C, a p SANITARY SYSTEM HOUSETRAP p SECOND FLOORtwo z Q � CONSTRUCTION PLAN PLUMBING RISER DIAGRAM H Q z � SCALE: 1/4 -1 -0 2 Q < 3 pU z SCALE: N.T.S. w Q O w O O z Q z � H w u D 3 Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : E OF NEW 0 ca ;0 19 ROOFING NOTE: PESS04 CONTRACTOR TO PROVIDE ICE AND WATER MIN. DISTANCE SHIELD ON ROOF EAVE TO A POINT UPWARD BEYOND OUTER 2'-0" MIN. PAST THE INTERIOR SURFACE OF LIMIT OF WINDOW 1/2" THK. CDX. PLYWOOD THE EXTERIOR WALLS AND 1'-0" ON BOTH FRAME SIDES OF ALL HIPS. VALLEYS AND RIDGES. 4 SEE TABLE 1609.1.4 FOR {, O FASTENING SCHEDULE zz ° 0 0 6 0NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER ° /;, G LIMITS OF THE WINDOW. EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE.° ° OUTER LIMIT OF ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY w WINDOW FRAME ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ° ° ° ° ° ARE IN ACCORDANCE WITH TABLE 1609.1.4 "WINDBORNE C� DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL - - - - - - - - - - - - � F"� d - - - - - - - - - - - - - - - - WOOD PANELS". � I ~ > W Z u- C) i TEMPORARY PLYWOOD SHUTTER M <w O i I LINE OF ICE & WATER SHIELD u- Zo _ (TYP.), SEE ROOFING NOTE SCALE: N.T.S a a II O Q I ON THIS SHEET I � d I Q w o W W o - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - I I I I � I I TYP, ROOF CONSTRUCTION: 1 I I � 20 YR. DIM. ARCH. ASPHALT I Q U I SHINGLE ON 30# FELT h I w O I OVER 5/8" EXT. GRADE o c.0 N I PLYWOOD SHEATHING I I W �-- I OVER RAFTERS I I o ¢ Q I X I w C° I w N o (D l 3 1/2" x 14" PARALAM RIDGE I Q v I Q I OF- � o =.Io ( I o � I N I ui Q 0 I I Qb IX I I � O IN I o (o I I O I O � I rr Q I I CD w I N I I w w � L- - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I O - 0Q o X � I `V a v w O N - - - N�- - - - - - - - - - - - - - - - - - - - - - - - - 0 co I � Q co 12 12I o I 7 � Q7 I N I - - - - - C) - - - - - - - - - - - - - - _ d ao A-I W � U ROOF w 4 Qz `� P4 3o Z P4 CONSTRUCTION PLAN Q � � 3 w � SCALE: 1/4"=1'-0" O ¢ x O O w O p� o 01) Q a Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : rr ,,�pF NEwr t ie EXISTING CHIMNEY TO BE 1 EXISTING ROOF TO BE REMOVED EXIST. CHIMNEY TO BE 1 EXISTING ROOF TO BE REMOVED IN ITS REMOVED IN ITS REMOVED 41 ENTIRETY -. - -- - - - - - --- -- - - ENTIRETY. A 19 I EXISTING WINDOW TO BE ( PESS04 REMOVED (TYP.) EXISTING SECOND FLOOR W a EXISTING SECOND FLOOR - •._�I WALLS TO BE REMOVED O WALLS TO BE REMOVED .. I (TYP.) EXISTING WINDOW TO BE (TYP.) fi. --- - a --- -� --- - REMOVED -- ---- - - --- — , I (TYP.) III R1 7 , -- - -- - - - - - EXISTING ROOF TO BE } EXISTING ROOF TO BE REMOVED REMOVED PROVIDE OPENING FOR NEW WIN W - _ DO TYP. SEE EXISTING V STING WINDOW TO BE FLOOR PLAN FOR _ REMOVED (TYP.) EXISTING WINDOW TO BE ADDITIONAL INFO. _ - - -- - -- - - -- - REMOVED (TYP.) -- - I J. I �- F- i N M I EXISTING ENTRY STAIRS i—+ TO BE REMOVED REMOVAL FRONT ELEVATION REMOVAL SIDE ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ~ Q W o W W Q r E-' Q EXISTING ROOF TO BE EXIST. CHIMNEY TO BE EXIST. CHIMNEY TO BE REMOVED �� REMOVED IN ITS EXISTING ROOF TO BE REMOVED IN ITS - - ENTIRETY. REMOVED ENTIRETY. EXISTING WINDOW TO BE Z REMOVED (TYP.) O H I � EXISTING SECOND FLOOR WALLS TO BE REMOVED EXISTING SECOND FLOOR -' TYP. W WALLS TO BE REMOVED - - (TYP.) EXISTING ROOT= TO BE �- --_ - - -J - � - EXISTING WINDOW TO BE I � REMOVED - REMOVED (TYP.) PROVIDE OPENING FOR NEW WINDOW, TYP. SEE I - 4 EXISTING ROOF TO BE FLOOR PLAN FOR EXISTING WINDOW TO BE REMOVED - - ADDITIONAL INFO. _-- — — REMOVED (TYP.) - - — - --- — -- - ---- --- -- - - -- - - - � i� I I I I I I I I J1 L t I T- - - O PROVIDE OPENING FOR W NEW WINDOW/ DOOR, EXISTING WINDOW TO BE U TYP. SEE FLOOR PLAN _ _-_-_ -- -- _ _ -- . -- --_- -_-_ REMOVED (TYP.) M W FOR ADDITIONAL INFO. � WoCIO z � � C REMOVAL REAR ELEVATION REMOVAL SIDE ELEVATION 0 SCALE: 1/4"=1'-0" SCALE: 1/4"=l'-O" O1 H o h THESE PLANS ARE AN -INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EAL : OF NEIN TYP. SOFFIT CONSTRUCTION: 1/2"VINYL BEAD BOARD RIDGE VENT, TYP. (VENTED) ON A 1/2" CDX �— AT ALL RIDGES PLYWOOD SOFFIT (2" CONT. m �' SLOT) A 19 _...................._..__.....__._.._____ fiESS10 TYP. ROOF CONSTRUCTION: _._..__� .............. .._.___.._....__.._.._-____.._. 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE _ __.._.........._._. CD __.__..._.._.._..._._._____._._..___.....___..___.__._.__..__._..._.. ..._....... PLYWOOD SHEATH OVER RAFTERS _ ....___._ _._ _ GAS FIREPLACE ENCLOSURE Ut € } E i I I TYP. EXTERIOR WALL CONSTR.: _._ _ ILILI_h-�_L_.1 I IJ . I ._.�......� I....�-.. �Lith .L�-_�..,_1_x m�.._1 ^.... ti 1....�,'..._ 3 O i O I O O ; i I SIDING OVER 15# FELT ON 1/2" CDX �_ _____>_l__� __�_�_ _ r._ _1_e._1_w 3 ._.L. _k �_._< EXT. GRADE PLYWOOD SHEATHING ON Jill - I � i V i s I �... -�J- .._...... ... - ._..._.... _..'..... ROOF CONSTRUCTION (LOW SLOPE). 3 l 2"x4"WOOD STUDS @ 16" O.C. w/ R-15LJ ! 20 YR. DIM. ARCH. ASPHALT SHINGLE F---i -ter BATT INSUL. ON 1/2" GYP. BD. I — _ �1-! — — =-LA ! — ' -e- - ..... ::v::_.. :..... I I .'ILL UJ. _ � .... »_..: ........- :. ...:........:... . .. _ � = : .-........ - -::.-.. ON TWO LAYERS 30# FELT OVER 5/8" _ -: WOOD SHEATHING -_. .mom _ :. _ _ _ - -_. _._.___.._........._. :: -::. :' :: .....__..............._. ......................_ N __.__..._.........._.._.__._^..----.^_ _ ___ -- -12.___.______.._.__... _......__________.__............. ........ EXT GRADE PLY N _.............^...._._......_.._._....................._....................................... _Q7 _..._._- BLIND FLASHING.._-.... .... ...........e_ _ _. -........._..... ..._.........._.._ __.._.... ......__ OVER RAFTERS EXIST. SECOND FLOOR -=--==-==---=mm==---�-:�:---._^___..._.. __....... ............. ...._......... _.—..._................... _—_ _— ....... .. ___ _-._...._ — — _.._. — — — — 9'-1" _....._ f _...___..._.._ _ ._..__.. . ....._... _..._ ANDERSON WINDOWS WITH • ...Y..........^ i ... i STORMWATCH PROTECTION, A-I _?. ._1 ._.. I ( ._� ....._.. .. SEE WINDOW SCHEDULEFORr--� til ADDITIONAL INFORMATION A A ( ( ( s-1 I s ` c� ^ ; I i i 2 CULTURED STONE (STYLE AND FINISH I- LJ t IL J,(_1 sLl ��._.l_�. ._�. -R. _..�_.�. r_!...�.. ..,._..�_...._�_......._._ _° !._.__�._.� ; _.._ .i_ .... '. �' �_�_...� _ TO BE SELECTED BY OWNER) N r' T.O. WATERTABLE - - „I ?____ s { i ; WITH MORTAR SETTING BED Alk s f [ 2 - -- - --=- -- -=- -- METAL LATH _ 2 e.w .. ww„ ..._.� mvvv\ «.... R'i.. "Ar .,k'# e ...a \ .,,,,v.......:u::..:>...,w>.a\\\\..� vv....:....,..�..,..,•kx..� .v vu�: \\.r\\\\a\Axvx ,:.gid .v vv - ... ..... .. .. ....._ .. .. ._..._ ..Lr.... , ... ,, � mm ,a\tea\w>�u. ..�.� "m a < �ux ii FIRST FLOOR Z ..,., j-�-- -- . . . A >. :ter __ NEW 36 H 10 DIA. STRUCTURAL COLUMN IGH TO BE SELECTED BY OWNER TYP. EXTERIOR WALL WITH STONE: % GAURDRAIL TO BE W 2" CULTURED STONE (STYLE TO BE SELECTED SELECTED BY NEW STOOP: 1 1/2" BLUESTONE ON 1" MORTER BED BY OWNER WITH MORTAR SETTING BED ON A �i OWNER ! OVER 4" P.C. SLAB ON 6x6-10/10 WWF. O W , a 8 DIA. STRUCTURAL COLUMN OVER 6 MIL. POLY. VAPOR BARRIER � o W W METAL LATH OVER A VAPOR BARRIER WITH 2 TO BE SELECTED BY OWNER OVER 6" CRUSHED STONE BASE LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON ! U N Q ON COMPACTED FILL WOOD STUDS jj BASEMENT z FRONT ELEVATION SCALE: 1/4"=V-0" W Q 12 z TYP. ROOF CONSTRUCTION: Q6 O 20 YR. DIM. ARCH. ASPHALT SHINGLE ON Li 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS .�..__ ..� _......... ROOF CONSTRUCTION (LOW SLOPE): TYP. SOFFIT CONSTRUCTION: 1/2 VINYL EEAD BOARD 20 YR. DIM. ARCH. ASPHALT SHINGLE I �Y (VENTED) CN A 1/2" CDX ON TWO LAYERS 30# FELT OVER 5/8" ( EXT. GRADE PLYWOOD SHEATHING .L �w_. _ .. __I i PLYWOOD SOFFIT (2" CONT. = __�,- SLOT) OVER RAFTERS 12 _. __ �_1�.�__._ _� .._ :L. � _�.. co 3.5 -' mm NEW 36" HIGH GAURDRAIL TO �,� BE SELECTED BY OWNER EXIST. SECOND FLOOROL ! 9, 1„ _. _ -.. __... ......_.............! _ ...—.�.. _ ........- .. ........._ IL TYP. EXTERIOR WALL CONSTR.: Lt SIDING OVER 15# FELT ON 1/2 CDX ! � I { EXT. GRADE PLYWOOD SHEATHING ON _. #...._ ._..,�_L_.U_.1�..-_I I -�! C 2"x4”WOOD STUDS @ 16 0.C. w/ R-15 ._.�.._. O BATT INSUL. ON 1/2 GYP. BD. W OIL T.O. WATERTABLE L I I --�-�-_�-,' Lj s w W + 2'-11" ! I Q FIRST FLOOR — I I I I I I ! t __,... 3_.._,_.! i ! i.,, i Q z Q - — 0.. ...�. .._._ �... �._ .,. NEW EGRESS WINDOW, SEE NEW BILCO DOOR WITH O w Q a DETAIL 2/A-103 FOR ADDITIONAL - -,i MANUFACTURER PROVIDED INFORMATION. NEW BILCO STAIRS I w O 6� T O W ti 0 3 N BASEMENT -9'-6 3/4" — — — — — — THESE PLANS ARE AN INSTRUMENT OF SERVICE SIDE E L E VAT I O N AND ARE THE PROPERTY OF THE ENGINEER. SCALE: 11/4"=V-0" ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : RIDGE VENT, TYP. OF. Ew y AT ALL RIDGES c� � O TYP. SOFFIT CONSTRUCTION: TYP. ROOF CONSTRUCTION: -„- --- „___._.�. _.„„„ „�- 1/2 VINYL BEAD BOARD cu 20 YR. DIM. ARCH. ASPHALT SHINGLE ON _- __ ._ _ (VENTED) ON A 1/2” CDX — 11 30# FELT OVER 5/8 EXT. GRADE _ __ ___ _ _..„....__. „.._.„ _ ._._.. _______..................„__....._.._.. __..____.__ _m _.._ m^^`„,.„, ..__^,.._„ - V^ PLYWOOD SOFFIT (2” CONT. 19 tG�' -- PLYWOOD SHEATHING OVER RAFTERS _ ..................„___. ...__.„ __ _„ _ „„„„...._.__.„..„..„...„ �� __„ .. „.._.„....._._............_...„ ..._..„.„....„.........„_„__�_„_..._ SLOT N sSI P ill H ! I 1 E 1 i TYP. EXTERIOR WALL CONSTR.: J_uLuiuLffl-u SIDING OVER 15# FELT ON 1/2” CDX �i - O _.. � - - EXT. GRADE PLYWOOD SHEATHING ON _ __� i P4040 E FWG8968 i 2"x4"WOOD ,STUDS @ 16” O.C. w/ R-15 -�Uildu_-L-- _.�-_ 11 3 BATT I N S U L. O N 1/2 GYP. BID. :--- --.-�e,�;,-:::.. .�. ,I,......�_.LLI...�..„..�.i 1 _.„_ -�„.•�....�„�.......�._„..w.��_ ._'_ �:-„:.�.„:m -ww„-�::----: ... GAS FIREPLACE ENCLOSURE will I_ _II L-11-Li �_ i_ I N __..._.........................__IS- ....... tt EXIST. SECOND FLOOR - - -- I ) 1 ( I 1 111”, I ( I I -,- I „:I I I '-- ! NEW 36” HIGH GAURDRAIL TO �...� ._ -111 - --- L-4 -- - BE SELECTED BY OWNER 1 . E 1 Iti E ANDERSON WINDOWS WITH W FWG2968-S FWG2968-S FWG2968-S FWG16068-4 FWG2968-S 1 STORMWATCH PROTECTION, I II ! ._ G _. SEE WINDOW SCHEDULE FOR OE [„„„„.1. UAL L „-�-11�._ ._.„ _' O � ADDITIONAL INFORMATION � ~ -u-jili'l[-Tff�-J FIRST FLOOR ... OIL H � N �I W � W [�' I I BASEMENT -9'-b 3/4 -- - - - - --- - - - - a REAR ELEVATION SCALE: 1/4"=1'-0” W Q 12 TYP. ROOF CONSTRUCTION: a6 GAS FIREPLACE ENCLOSURE 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8” EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS Y-�----_J-- E I t 771 TYP. SOFFIT CONSTRUCTION: v, _ 1/2”VINYL BEAD BOARDU.__ . . „_„.. 411L ._......w-1 LI (VENTED) ON A 1/2” CDX PLYWOOD SOFFIT (2” CONT. 12 I SLOT) co NEW 36” HIGH GAURDRAIL TOAl 3•5 N BE SELECTED BY OWNER _... � t i } ( I EXIST. SECOND FLOORAsk I ( { I _.___.._..... .... ...._.. _..._._ [{i! EiiE it{i � I!! � .._„„ ..„_. ............ ... ... ..t........ ....... ......_„ ..�4ry�-M�...i..��. F-f...._ i E i..__.�..J ti...f-----�'_�..._ �;. ._._�.„y€._..€._.t.....'_�..... --i._._..3.............�..._.. 11 10 DIA STRUCTURAL COLUMN TYP. EXTERIOR WALL CONSTR.: _ ' [ _ E TO BE SELECTED BY OWNER 11 I - ---- .i�.-._t..„w�. - --- �-L I j;.�.�.„�_ E ' 11 SIDING OVER 15# FELT ON 1/'2 CDX - ' ( I � I � { -- EXT. GRADE. PLYWOOD SHEATHING ON ... _LU F-o �.�_L... i _„„_�__G--_. -_L_�_1__ � - A i._ ._... A 1 1/2” BLUESTONE ON 1” MORTER BED 2"x4"WOOD STUDS @ 16” O.C. w/ R-15 i ( j OVER 4 P.C. SLAB ON 6x6-10/10 WWF. F_�._..� . __ ...._ i.._ O ......_!.__._. . BATT INSUL. ON 1/2” GYP. BD. O O I I OVER 6 MIL. POLY. VAPOR BARRIER OVER 6 CRUSHED STONE BASE ILl J-Lli ON COMPACTED FILL11-LI 1-1 v1 -•... _ 1 1 i NEW 36” HIGH GAURDRAIL TO Q ! EE BE SELECTED BY OWNER 33 tt 1L-T Ji Alk FIF,ST FLOOR ' 1 _.�„-1. I 0'-o- 1' I , 1 H 11 11 E � F i 1 H 2” CULTURED STONE (STYLE AND FINISH w o z TO BE SELECTED BY OWNER)WITH O = ON A METALOMORTAR BED Q bo O w a I O OIL BASEMENT c -9'-6 3/4” - - -- - - o z '~ 3 ti SIDE ELEVATION � SCALE: 1/4"=V-0” _ THESE PLANS ARE AN 'INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THEN EW YORK STATE EDUCATION LAW. AL : TYP. ROOF CONSTRUCTION: TYP. ROOF CONSTRUCTION: E OF NEW}- 20 YR. DIM. ARCH. ASPHALT 8" R-25 SPRAY FOAM ,� C) 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT INSULATION AT CATHEDRAL CEILING. PROVIDE MIN 1 SHINGLE ON 30# FELT ,. OVER 5/8" EXT. GRADE PLYWOOD SHEATHING AIR SPACE OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS W/6" SPRAY CONT. RIDGE VENT OVER RAFTERS W/6" SPRAY CONT. RIDGE VENT ,6' S.MCfafi- INSULATION (R-42) 3 INSULATION (R-42) A '/2" X 11 7/8" PARALLAM � —3 '/2" X 11 7/8" PARALLAM 7 g 6� 6J 12 2"X4" COLLAR TIES @ 32" O.C. PESSIO� 2"x12" ROOF RAFTERS AT 16" O.C. 2"x10" ROOF RAFTERS AT 16" O.C. i ROOF CONSTRUCTION (LOW SLOPEROOF CONSTRUCTION (LOW SLOPE): ): - 20 YR. DIM. ARCH. ASPHALT SHINGLE 20 YR. DIM. ARCH. ASPHALT SHINGLE CD ON TWO LAYERS 30# FELT OVER 5/8" ON TWO LAYERS 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING EXT. GRADE PLYWOOD SHEATHING ` OVER RAFTERS W/6" SPRAY , TYP. EXTERIOR WALL CONSTR.: OVER RAFTERS W/6" SPRAY TYP. EXTERIOR WALL CONSTR.: INSULATION (R-42) 1 -0 SIDING OVER 15# FELT ON 1/2" CDX INSULATION (R-42) 1�-0 SIDING OVER 15# FELT ON 1/2" EXT. GRADE PLYWOOD SHEATHING ON MASTER .--- CDX EXT. GRADE PLYWOOD 2"x4" WOOD STUDS @ 16" O.C. w/ R-15 BATHROOM SHEATHING ON 2x4 WOOD W.I.C. BEDROOM #3 j SPRAY FOAM INSUL. ON 1/2 GYP. BD. - HALL STUDS @ 16'" O.C. w/ R-15 -� 12 \ SPRAY FOAM INSUL. ON 1/2" SECOND FLOOR CONSTRUCTION Zv 3/4" CDX T&G APA RATED PLYWOOD N 12 LIOD FROOF BEYOND SUBFLOOR GLUED AND NAILEDTO + P"� a/ + SIZE AN EXIST. SECOND FLOOR S OWNFLOORJON PLOISTSANS ) @16"D 6D0 C SPACING w go-illCEILING CONSTRUCTION (TYP AT W W � ._. ._._. _ STEEL BEAM): — CEILING CONSTRUCTION (TYP AT STEEL BEAM): W12x58 STL BEAM CEILING JOISTS SEE PLAN FOR SIZE CEILING JOISTS (SEE PLAN FOR SIZE AND 1'-8" AND SPACING) W/ 1"WD. FURRING STEEL BEAM STRIPS AT 16 O.C. W/ 1/2 GYP. BD. ~ SPACING) W/ 1"WD. FURRING STRIPS AT 16" EXISTING CL. CL. EXISTING O.C. W/ 1/2" GYP. BD. BEDROOM #2 BEDROOM #1 = T.O. WATERTABLE c I FIRST FLOOR CONSTRUCTION Agk T.O. WATERTABLE 00 FIRST FLOOR', CONSTRUCTION + 2'-11" 3/4" CDX T&G APA RATED PLYWOOD + 2'-11" 3/4" CDX T&G APA RATED SUBFLOOR GLUED AND NAILED TO PLYWOOD SUBFLOOR GLUED '~ FLOOR JOISTS (SIZE AND SPACING AND NAILED TO FLOOR JOISTS FIRST FLOOR _ SHOWN ON PLANS) @16" O.C. W/ R-30 FIRST FLOOR 0. (SIZE AND SPACING SHOWN ON 0'-0" X SPRAY FOAM INSULATION AND 1/2" GRADE PLANS) @16" O.C. W/ R-30 M GYP. BD. SPRAY FOAM INSULATION AND GRADE EXIST. FLOOR JOISTS GRADE VARIES PROVIDE FLASHING 1/2" GYP. BD. a a rx VARIESVARIES z_ TO REMAIN . BETWEEN CONC. TYP. EXTERIOR WALL WITH STONE: BASEMENT PORCH & RIM JOIST BASEMENT ~ W a 2" CULTURED STONE (STYLE TO BE SELECTED FOUNDATION WALL: M,M;., GRADE M---( Z Q W BY OWNER) WITH MORTAR SETTING BED ON A : . 10"WIDE 3500 PSI POURED CONCRETE d` VARIES W METAL LATH OVER A VAPOR BARRIER WITH 2 00 FOUNDATION WALL W/#5 REBAR @15 TYP. EXTERIOR WALL WITH STONE: co O o W LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON O.C.VERT. #4 REBAR @16" O.C. HORIZ. 2" CULTURED STONE (STYLE TO BE SELECTED FOUNDATION WALL: N Q WOOD STUDS ON 1'-8"W. X 10"D. P.C. FOOTING W/ BY OWNER) WITH MORTAR SETTING BED ON A 10" WIDE 3500 PSI POURED THREE#5 BARS METAL LATH OVER A VAPOR BARRIER WITH 2 .. CONCRETE FOUNDATION WALL 1/2'DEX @16" O C TOP OF BASEMENT SLAB LAYERS EXTERIOR GRADE PLYWOOD ON W/#5 REBAR VERT. -9'-6 3/4" WOOD STUDS #4 REBAR @16" O.C. HORIZ. ON 1'-8"W. X 10"D. P.C. FOOTING SLAB CONSTRUCTION: W/THREE #5 BARS 001 SECTION 4" 4000 PSI.POURED CONC. SLAB ON SECTION SLAB CONSTRUCTION: SCALE: 1/4"=1'-0" 6X6-10/10 WWF. OVER 6 MIL. POLY. SCALE: 1/4"=1'-0" 4" 4000 PSI.POURED CONC. VAPOR BARRIER ON 6" CRUSHED SLAB ON 6X6-10/10 WWF. OVER STONE COMPACTED FILL 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED STONE H COMPACTED FILL Q w 8" R-25 SPRAY FOAM INSULATION AT CATHEDRAL CEILING. PROVIDE MIN 1" TYP. ROOF CONSTRUCTION: AIR SPACE 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# CONT. RIDGE VENT FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS 3 '/2" X 11 7/8" PARALLAM12 O H 2"X4" COLLAR TIES @ 32" O.C. a 2"x12" ROOF RAFTERS AT 16" O.C. U W TYP. EXTERIOR WALL CONSTR.: Q SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" MASTER O.C. w/ R-15 SPRAY FOAM INSUL. ON 1/2" GYP. BD. BLIND FLASHING BEDROOM TYP. FLAT ROOF: EPDM ROOFING OVER TAPERED INSULATION OVER EXT.GRADE PLYWOOD SHEATHING OVER ROOF 00 RAFTERS W/6" SPRAY INSULATION 1 (R-42) N c' LINE OF ROOF BEYOND + OgL SECOND FLOOR �H 9'-1" 2 CEILING CONSTRUCTION (TYP AT STEEL BE= -AM): CEILING .JOISTS (SEE PLAIN FOR SIZE STEEL BEAM J U AND SPACING) W/ 1"WD. FURRING i LIVING ROOM STRIPS AT 16" O.C. W/ 1/2"' GYP. BD. W a U H T.O. WATERTABLE co Q H + 2'-11" ' WQz EXIST. DECK TO REMAIN P", w o z Z FIRST FLOOR Q ¢ Q GRADE O ¢ Q pa � w VARIES FOUNDATION WALL: BASEMENT 10" WIDE 3500 PSI POURED w 0 PROVIDE FLASHING CONCRETE FOUNDATION WALL W/#5 REBAR @16" O.C. VERT. o z BETWEEN CONC. �r #4 REBAR @16" O.C. HORIZ. ON TYP. EXTERIOR WALL WITH STONE: PORCH & RIM JOIST o0 1'-8" W. X 10"D. P.C. FOOTING o v Q 0 2" CULTURED STONE (STYLE TO BE SELECTED W/THREE#5 BARS BY OWNER) WITH MORTAR SETTING BED ON A SLAB CONSTRUCTION: Q Q METAL LATH OVER A VAPOR BARRIER WITH 2 4" 4000 PSI.POURED CONC. LAYERS 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS SLAB ON 6X6-10/10 WWF. OVER THESE PLANS ARE AN 6 MIL. POLY. VAPOR BARRIER INSTRUMENT OF SERVICE ON 6" CRUSHED STONE AND ARE THE PROPERTY SECTION COMPACTED FILL OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A \. SCALE: 1/4"=1'-0" VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : NEwr ROOF CONSTRUCTION (LOW SLOPE): 20 YR. DIM. ARCH. ASPHALT SHINGLE +, - ON TWO LAYERS 30# FELT OVER 5/8" `— EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS A 19 PESSO, TYP. EXTERIOR WALL CONSTR.: SIDING OVER 15# FELT ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON BEDROOM LIN. MASTER 2"x4"WOOD STUDS @ 16" O.C. w/ R-15 I CL 3 BEDROOM SPRAY FOAM INSUL. ON 1/2" GYP. BD. r E e U N I 3 '/z" X 11 1/4" PARALLAM EXIST. SECOND FLOOR CEILING CONSTRUCTION (TYP AT STEEL BEAM): 3 '/2" X 11 1/4" PARALLAM 3 '/z" X 11 1/4" PARALLAM 3 '/2" X 11 1/4" PARALLAM rTl• W CEILING JOISTS (SEE PLAN FOR SIZE AND W w SPACING) W/ 1"WD. FURRING STRIPS AT 16" EXISTING ENLARGED ' a Z O.C. W/ 1/2" GYP. BD. BEDROOM #1 LIVING ROOM FIRST FLOOR CONSTRUCTION 3/4" CDX T&G APA RATED PLYWOOD N M SUBFLOOR GLUED AND NAILED TO w w FLOOR JOISTS (SIZE AND SPACING M FIRST FLOOR SHOWN ON PLANS) @16" O.C. W/ R-30sk W 0'-0" GYP. BD. INSULATION AND 1/2" � � W � N GRADE H � z � VARIES BASEMENT ^ GRADE FOUNDATION WALL. V RIEb 10" WIDE 3500 PSI POURED CONCRETE 0o FOUNDATION WALL W/#5 REBAR @16" W ' O.C. VERT. #4 REBAR @16 O.C. HORIZ. ON 1'-8"W. X 10"D. P.C. FOOTING W/ W �4 THREE #5 BARS l o W 771sk LLJ SLAB CONSTRUCTION: 4" 4000 PSI.POURED CONC. SLAB ON k SECTION 6X6-10/10 WWF. OVER 6 MIL. POLY. VAPOR BARRIER ON 6" CRUSHED SCALE: 11/4"=1'-0" STONE COMPACTED FILL W H s Q r O H a BALUSTER SPACING TO NOT �% EXCEED 4" BETWEE W Q NEW GUARD RAIL 36" H. HANDRAIL AT OPPOSITE WALL NEW BASEMENT -- ACCESS DOOR TO BE SELECTED BY OWNER 0 M NEW STEEL DOOR AND FRAME 1.. TOP OF NEW WALL I I PRIMED AND PAINTED 11" - VIF HEIGHT PRIOR TO ORDERING. COORDINATE WITH OWNER • . .• 211 (2) #5 TOP CONT. U #5 AT 24" O.C. VERT. E.F. - - . • O o #5 AT 18" O.C. HORIZ. E.F. . co re 2X4 KEYWAY CONT. (TYP.) #3 NOSING BAR TYP. (2) #5 TOP CONT. - - - - - w z " • #4 AT 8' . - U a b #4 AT 2 ' O C. #5 AT 12" O.C. VERT. #5 AT 1211 O. C. VERT. I W a U #5 AT 12 O.C. HORIZ. #5 AT 12 O.C. HORIZ. F- Qw� � W a EXISTING BASEMENT SLAB I H EXISTING BASEMENT SLAB z AT DATUM ELEV. 0'-0" AT DATUM ELEV. 0'-0" 3 o z 00 Q Oo � (3) #5 BOT. CONT. (3) #5 BOT. CONT. co • " .� • • • `• • • • • -------------- -------------- i ------------------------------ 1 1 11-411 ----------------------------------------------------- --- 1'-4,. - kn ol H Q v N H SECTION SECTION L. SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.