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Home My WebLink About45499-Z .�guFf01 i Town of Southold 6/6/2022 a P.O.Box 1179 o - .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43114 Date: 6/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2105 Old Orchard Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-3-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2020 pursuant to which Building Permit No. 45499 dated 11/25/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfnished basement,rear deck, rear second floor balcony and front enclosed porch (conditioned space)as applied for per ZBA#7395 dated 8/20/2020 and De Minimus Determination dated 12/30/2020, The certificate is issued to Wright,Daniel&Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0432 1/25/2022 ELECTRICAL CERTIFICATE NO. 45499 4/19/2022 PLUMBERS CERTIFICATION DATED 8/4/2021 B Piecuch Au o 'ze gnature o�g0 7" TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 45499 Date: 11/25/2020 Permission is hereby granted to: Wright, Daniel & Nancy PO BOX 177 East Marion, NY 11939 To: demolish dwelling (as per Town Code definition) and reconstruct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 2105 Old Orchard Rd, East Marion SCTM # 473889 Sec/Block/Lot# 37.-3-6 Pursuant to application dated; 10/29/2020 and approved by the Building Inspector. To expire on 5/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $812.40 CO -NEW DWELLING $50.00 Total: $862.40 BuilMg g Inspector Form No.6 TOWN OF SOUTHOLD -BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fiom 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) Location of Property: lU5 OLS 11R('Ud gL� L►4_t4C' House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 37 Block 3 Lot i Subdivision 646 IO S *l L?� VVS 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: $ 6Appicant Signature OF SO(/l�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 COUm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Wright Address: 2105 Old Orchard Rd city:East Marion st: NY zip: 11939 Building Permit#: 45499 section: 37 Block: 3 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 34 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water Elec GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser I Single Recpt Recessed Fixtures 45 CO2 Detectors Sub Panel A/C Blower I Range Recpt elec Ceiling Fan 4 Combo Smoke/CO 2 Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 3Q 4'LED Exit Fixtures 11 Pump Other Equipment: 200A Panel 40 Circuit/29 Used, Fridge, Oven, Hood, DW, W/D, LED Mirror Notes: New Two Story Unfinished Basement Inspector Signature: �� Date: April 19, 2022 S.Devlin-Cert Electrical Compliance Form � o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O �yQUM,�� BUII.DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: lease print) Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. I rs Signature) Sworn to before me this day of 0 j A It A 2L, 20j-), SUSAN A.RIZZO Notary Public,01 New York RI6183459 No. Qualified in Suffolk County Notary Public, �l f ��c County Commission Expires March 17,204 Of So(/l�O # . # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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 REMA, KnS: era "_ A02 - r DATE INSPECTOR l� OFSOUI "-- ----- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH- PLBG. r [V FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE`-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE C INSPECTOR q(q b SOF SOOT �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECON [ ] FOUNDATION 1ST [ PROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 l DATE ) 4 INSPECTOR o��OE SO UIyo (� O # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 NSPECTION [. ] FOUNDATION 1ST [ ] ROUGH'PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING = [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0/,\,j cl,aklwol DATE INSPECTOR �L af SOUTyO� ✓ 4 1� 11 2-/ 05, ®I`� ® .� * # 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 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: cove' ,At eeA oi+ loia D! Y//g/ DATE INSPECTOR rjf sol/p, TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION FOUNDATION 1ST R GH PL13G. S FOUNDATION 2ND SULATIOWCAULKING L clkl FRAMING /STRAPPING FINA AL FIREPLACE & CHIMNEY, FIRE SAFETY'INSPECTION I FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL-(FINAL) CODE VIOLATION PRE C/O 10 REIMA 'S. Q' on oo Aim r"wh vl�b WIT 0vt (tqA V�7 av lliek., L4y000 0 DATE — INSPECTO Luigi Pascarella, P.E., PLLC Consulting Engineer P.O. Box 797 Deer Park, N.Y. 11729 PhonelFax(831) 421.3734 Email.,Lou@pascarellape.com April 21, 2022 Mr. Michael Verityy 2 3 2092 Chief Building Inspector MA , Town Hall Annex Building TOBUILDING SuEPT 54375 Route 25 HOLD P.O. Box 1179 Southold, NY 11971 Re: Spray Foam Thermal Barrier Certification - Basement Permit No. 45499 Wright Residence 2105 Old Orchard Road East,Marion, NY 11939 Dear Mr. Verity: I certify that the product (International Fireproof Technology, Inc. Spray on'Thermal Barrier- DC315) installed on the spray foam insulation in the basement of the above (referenced dwelling meets the requirements of Chapter 4 "Residential Energy Efficiency" of the 2020 Energy Conservation Construction Code of New York State. If you have any questions, please feel free to call me @ (631.)'421-3734 or my cellular.phone (516) 987-0558. Sincerely, of NE cAs. ,A r 4 P?930 R�FEsstONP� Luigi Pascarella., P.E. Consulting Engineer cc: Dan Wright, 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 Mr. Michael Verity Chief Building Inspector `S MAR 3 1 2021 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Inspection Certification Permit No. 45499 Wright Residence 2105 Old Orchard Road East Marion, NY 11939 Dear Mr. Verity: A site visit was conducted on Wednesday March 24, 2021 at 2:00 pm at the above referenced residence to inspect the insulation installed inside the dwelling. Based upon my inspection, I certify the insulation installed is in substantial compliance with the approved plans and the 2020 Energy Conservation Construction Code of New York State. If you have any questions, please feel free to call me @ (631) 421-3734. Sincerely, �EOF NEK,1- ��JAG\PA ARF O��' 0 r a � X1930 Q,� v R�FESSIONP Luigi Pascarella, P.E. Consulting Engineer cc: Dan Wright, owner Luigi Pascarella, P.E., PLLC Consulting Engineer P.O. Box 797 Deer Pat*, N.Y. 11729 Phone/Fax(631) 421-3734 March 24, 2021 Mr. Michael Verity Chief Building Inspector J Town Hall Annex Building i i. 54375 Route 25 P.O. Box 1179 U, MAR 3 0 2021 Southold, NY 11971 Re: Inspection Certification Permit No. 45499 Wright Residence 2105 Old Orchard Road East Marion, NY 11939 Dear Mr. Verity: ' A site visit was conducted on Wednesday March.24, 2021 at 2:00 pm at the above referenced residence to inspect the insulation installed inside the dwelling. Based upon my inspection, I certify the insulation installed is in substantial compliance with the approved plans and the 2020 Energy Conservation Construction Code of New York State. If you have any questions,.please feel free to call me @ (631) 421-3734. Sincerely, 7,oF NEW, O CO >1930 Luigi Pascarella, P.E. Consulting Engineer cc: Dan Wright, owner Retrotec rCloud Quality Assurance Report Resnet 380 S' gle PoC t Blower Door Test PASS Your Re ut: 1.99ACH50 (476.46CFM50*60/ 14400fV) Target < CH50 Test Information Test Name 2105 old orchard east marion Test Date 2022-05-14 08:39 AM (UTC-4) Export id ARGHULVI Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 2105 Old Orchard Rd City East Marion State NY Zip/postal Code 11939 Country United States Year Constructed 2020 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.120986,-72.337317 GPS validation Latitude/Longitude: 41.120881.-72.337385:Accuracy: Q Estimated Distance From Address 32 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 65 'F Pre-test Outdoor Temperature 62'F Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 1200 ftz Volume 14400 ft-3 MAY 2 3 ,9n.99 BUILDING DEPT. TOWN OF SOUTHOLD 1 Retrotec rCloud Test Results Summary g Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds- Air Changes Per Hour 1.985 Induced House Pressure -48.51 Pa Corrected Flow 433.14 CFM @ 50 Pa Adjusted Flow 476.46 CFM @ 50 Pa Intercept 34.064 Slope 0.650 Test Results - Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.73 Pa Depressurize Results Air changes at 50 Pa, n5o 1.8048 /hr Air leakage rate at 50 Pa, q56 433.14 CFM Effective leakage area at 4 Pa, EfLA a 24 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0198 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0262 Baseline Pressure,Initial Pa -1.1 -0.8 -0.8 -1 -0.9 -0.8 -0.6 -0.5 -0.4 -0.4 Average baseline,initial AP o, -0.73 AP oi- -0.73 AP o,+ 0 Baseline Duration 14 seconds Building pressure (Pa) -49.24 Induced pressure (Pa) -48.51 Fan Pressure [5000-134] (Pa) 48.37 Total flow qr(CFM) 427.54 Measured flow qm (CFM) 425.54 Total flow through envelope,qenv(CFM) 423.12 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 33.937 33.937 33.937 Intercept, CL 34.064 34.064 34.064 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. Crawlspace 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, bui-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 p-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 Retrotec 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 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -131 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 = jPrBi - 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 JRPI) 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-RPxK1)°x K+ K3xFP xK4 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 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 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= AxFP3 + BxFP2 + CxFP) + D + G -RP xF 5 r 2105 Old Orchard Road HVAC Load Calculations for Mike Chuisano P.O. Box 244 East Marion, NY 11939 Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Friday, March 5,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. j C Rhvac-Residential&-Light Commercial HVAC Load_s _Elite Software Development,Inc. Star Mechanical 2.105 Old Orchard Road Cutcho ue, NY-11935-2130 - Page 2 Project Report m� - -.s. _ - _ '?fx ' moi- - _ ` _ ,; . s ,x4 ,r:5r-':=-."ra '.'. :;--": `; .q. ..*,s•.5;;M. =� - _ - Gene[al,Pro rq#InfOrflla_tion " a. r .g. Project Title: 2105 Old Orchard Road Designed By: Allison Starzee Project Date: Friday, February 26, 2021 Client Name: Mike Chuisano Client Address: P.O. Box 244 Client City: East Marion, NY 11939 Client Phone: 516-680-5617 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: Starpad150@optonline.net yr. Desi•n 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 DrV 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: 1,343 CFM Per Square ft.: 1.304 Square ft. of Room Area: 1,030 Square ft. Per Ton: 338 Volume(ft'): 8,244 Buildin' Loads g ;. v Total Heating Required Including Ventilation Air: 53,713 Btuh 53.713 MBH Total Sensible Gain: 31,750 Btuh 87 % Total Latent Gain: 4,878 Btuh 13 % Total Cooling Required Including Ventilation Air: 36,628 Btuh 3.05 Tons(Based On Sensible+ Latent) NOteS `, 1 Ls0 8114& r K��r� 3V r s :a € s . :" ,y .F., Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and RCCA 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:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc: Star Mechanical 2105 Old Orchard Road Cutcho ue,NY 11935-2130 Pa e 3 Miscellaneous Report System1 ,u k Outdoor Outdoor Outdoor Indoor IndoorI Grains Iriput3Data "k �D.` Bulb ^1Net B lb4 Rel'Hum{ _ � :.:Rel:Hum D. Bulb �..DiI erence Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.160 AC/hr 0.080 AC/hr 11 CFM Infiltration Actual: 0.160 AC/hr 0.080 AC/hr Above Grade Volume: X 8,244 Cu.ft. X 8,244 Cu.ft. 1,319 Cu.ft./hr 660 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 22 CFM 11 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: 0.160 AC/hr(22 CFM), Construction: Tight Summer Infiltration Specified: 0.080 AC/hr(11 CFM), Construction: Tight DuctsLoad.tF._actinScenario5for,,System'"1 n - "" '�`� ��t;` ��,., ' $�� ; "�� , ��•.�.� ,/attic `� ". .aDescnption, Locafion'" = Ceilin : : Leaks a _: > Insulation Area n T MDD 1 Supply Attic 16B 0.12 6 278 No 1 Return Attic 16B 0.12 6 258 No C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM l l Rhvac=Residential&Light Commercial_HVAC Loads Elite Software Development,Inc. Star Mechanical _ 21.05 Old Orchard Road. Cutcho ue,NY 11935-2130 = _ - Page 4` Load Preview Report t2l Sen Lat Net Sen SYS SYS SYS Duct Act Scope T nt Iron Area Gain Gain Gan Loss FM 9 Sae CFM CFM CFM Building 3.05 338 1,030 31,750 4,878 36,628 53,713 666 1,343 1,343 System1 3.05 338 1,030 31,750- 4,878 36,628 53,713 666 MMI 1,343 12x19 Supply Duct Latent 149 149 Return Duct 2,270 506 2,776 2,528 Zone 1-Clg.:66%,Htg.:67% 730 20,464 2,544 23,008 34,093 444 I 932 12x14 1-Bath 1 44 1,805 417 2,222 2,788 36 82 1-5 2-tGtchen 60 1,403 418 1,821 2,687 35I 64 1-5 3-Dining 66 2,384 419 2,803 3,897 51 109 1-6 4-Storage 80 2,673 421 3,094 4,380 57I 122 2-4 5-Porch 150 4,530 428 4,958 7,754, 101 JJE7 206 2-6 6-Living Room 330 7,668 441 8,109 12,587 164 349 4-5 Zone 2-CIg.:34%,Htg.:33% 300 10,415 1,679 12,094 17,091 223475 9X11 7-Bedroom 1 86 2,944 421 3,365 4,905 64 134 2-5 8-Bath2 38 1,665 415 2,080 2,568 3376 1-5 9-Walk In Closet 74 2,564 420 2,984 4,194 55 I 117 2-4 10-Lott 101 3,241 423 3,664 5,424 71I 148 2-5 Sum ofroom airflows maybe greaterthan system airflowbecause system has multiple zones. C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical _ 2.105 Old Orchard Road Cutcho ue,NY 11935-2130 Page 5 Duct Size Preview Room or Minimum Mabmum Rough. Design SP Duct Duct Htg Clg Act Duct DuctName Source Vebcty Vebcty Factor 1_1100 Loss Velocity Length Flow I Flow i Flow I Size System 1 Supply Runouts Zone 1-Bath 1 Built-in 450 750 0.01 0.1 603.3 36® 82 1-5 2-tGtchen Built In 450 750 0.01 0.1 468.9 35M 64 1-5 3-Dining Built-In 450 750 0.01 0.1 553.3 51® 109 1-6 4-Storage Built-in 450 750 0.01 0.1 697.8 57® 122 2-4 5-Porch Built In 450750 0.01 0.1 525.6 101 206 2-6 6-Living Room Built-In 450 750 0.01 0.1 640.6 164®� 349 4-5 Zone 2 7-Bedroom 1 Built-in 450 750 0.01 0.1 491.9 64® 134 2-5 8-Bath 2 Built-in 450 750 0.01 0.1 556.6 33M 76 1-5 9-Walk In Closet Wit In 450 750 0.01 0.1 669.5 55® 117 2-4 10-Loft Built-in 450 750 0.01 0.1 541.5 71®I 148 2-5 OtherDucts in System Supply MainTnnk Built-in 650 900 0.003 0.1 848.4 666=1 1,343 12x19 Summary System 1 Heating Flow. 666 Cooling Flow: 1343 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 2105 Old Orchard Road Cutchogue,NY 11935-2130 Page 7 Building Pie Chart Floor 2%, Infiltration 3% Ductwork 14% Door 8% Building Roof 45%_ Loss 53,713 Btuh Glass 19% Wall 9% AED Excursion 0% Floor 0% Infiltration 1% Ductwork 14% Building Roof 47% Gain 36,628 ----__People 23% Btu h Door 4% Wall 1% Glass 9% C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residenl Light Commercial.HVAC Loads Elite Software Development;Inc:' Star Mechanical 2.105 Old Orchard Road Cutcho ue,NY 11935-2130 Page 8 Detailed Room Loads - Room 1 - Bath 1 (Peak Fenestration Gain Procedure) LG,_Tn.—er IMINIM IBM Room is in zone 1, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 44.0 sq.ft. Supply Air: 82 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 14.0 AC/hr Volume: 352 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 603 ft./min. Percent of Supply: 0 % Runout Air Velocity: 603 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.299 in.wg./100 ft. Actual Summer Infil.: 1 CFM I.Item Area -U- Htg Sen Clg Lat N:"SR��Description Quanti Value HIM Loss HTM Gain ain;; N-Wall-1 2E-Obw 4 X 8 3 0.068 4.1 12 0.3 0 1 N-Wall-12E-Obw 11 X 8 88 0.068 4.1 359 0.3 0 26 N-Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116 N-GIs-1 B-cm shgc-0.78 0%S 8 1.130 67.8 542 34.8 0 278 UP-Ceil-16B-0 11 X 4 44 0.408 24.5 1,077 17.5 0 772 Floor-1 9D1-11 osp 4 X 11 44 0.072 0.9 38 0.1 0 5 Subtotals for Structure: 2,393 0 1,198 Infil.: Win.: 1.7, Sum.: 0.8 120 0.917 110 0.058 17 7 Ductwork: 285 137 AED Excursion: 3 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,788 417 1,805 C:\...\like Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&Light Commercial HVAC Loads _ ;Elite Software Development,Inc. Star Mechanical- - _ 21,05 Old_ Orchard Road Cutcho ue,NY 11935-2130 Page 9 Detailed Room Loads - Room 2 - Kitchen (Peak Fenestration Gain Procedure) Room is in zone 1, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 64 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.0 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 64 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 0 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.182 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg" Lat Se�n'y S.- ,tion Quanti ' Value HTM Loss HTM Gain Gains; N-Wall-12E-Obw 6 X 8 12 0.068 4.1 49 0.3 0 4 N-Wall-12E-Obw 10 X 8 80 0.068 4.1 326 0.3 0 24 N-Door-11 G 3 X 8 24 0.540 32.4 778 10.3 0 246 N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419 U P-Ceil-1 6BR-1 9 10 X 6 60 0.049 2.9 176 2.1 0 126 Floor-19D1-I1osp 6 X 10 60 0.072 0.9 52 0.1 0 7 Subtotals for Structure: 2,295 0 826 Infil.: Win.: 1.8, Sum.: 0.9 128 0.914 117 0.063 18 8 Ductwork: 275 107 AED Excursion: 2 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,687 418 1,403 C:\...\like Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential A Light-Commercial HVAC Loads _ Elite Software Development,Inc. Star Mechanical 2.105 Old Orchard Road Cutcho ue,NY 11935-2130 - Page 10 Detailed Room Loads - Room 3 - Dining (Peak Fenestration. Gain Procedure) Room is in zone 1,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences:. 1 Room Length: 11.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 66.0 sq.ft. Supply Air: 109 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.3 AC/hr Volume: 528 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 109 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 553 ft./min. Percent of Supply: 0 % Runout Air Velocity: 553 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.195 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item eaSen Ig Lat Seri, ®esen on, NNNWOuwtiValue HTM Loss HTM Gain Gain., N-Wall-12E-Obw 6 X 8 15 0.068 4.1 61 0.3 0 4 N-Wall-12E-Obw 11 X 8 88 0.068 4.1 359 0.3 0 26 N-Door-11 P 3 X 7 21 0.290 17.4 365 5.5 0 116 N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419 UP-Cell-1613-0 11 X 6 66 0.408 24.5 1,616 17.5 0 1,158 Floor-1 9D1-1 losp 6 X 11 66 0.072 0.9 58 0.1 0 8 Subtotals for Structure: 3,373 0 1,731 Infil.: Win.: 1.9, Sum.: 0.9 136 0.919 125 0.059 19 8 Ductwork: 399 181 AED Excursion: 4 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,897 419 2,384 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&.Light Comm_ ercial HVAC Loads, _ Elite Software Development,lm Star Mechanical 2.105 Old_Orchard Road Cutcho ue,NY 11935-2130 Pae 11' Detailed Room Loads - Room 4 - Storage (Peak Fenestration Gain Procedure) ,F, +s3:• ,.. _ .. ._ - `.-"9A;k,.._ '. .. _ "ti[R.,: - - ��'.-� .':5 .'. :=.yy�y.. "yx.a4�`- _i.T.-:•,y..={�::�-Y..-.N - - ___ _ _. _ - in Room is in zone 1, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 80.0 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.4 AC/hr Volume: 640 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: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 698 ft./min. Percent of Supply: 0 % Runout Air Velocity: 698 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.545 in.wg./100 ft. Actual Summer Infil.: 1 CFM Ltem Area -U- WMf? Sen "` w:rCcri tion Quanti Value Losse. NTM Gain - m, N-Wall-12E-Obw 8 X 8 28 0.068 4.1 114 0.3 0 8 N-Wall-12E-Obw 10 X 8 80 0.068 4.1 326 0.3 0 24 N-Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N-GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419 UP-Ceil-1613-0 10 X 8 80 0.408 24.5 1,958 17.5 0 1,404 Floor-1 9D1-11 osp 8 X 10 80 0.072 0.9 70 0.1 0 9 Subtotals for Structure: 3,800 0 1,996 Infil.: Win.: 2.0, Sum.: 1.0 144 0.917 132 0.063 21 9 Ductwork: 448 203 AED Excursion: 5 People: 200 [at/per, 230 sen/per: 2 400 460 Room Totals: 4,380 421 2,673 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac:Residential&Light Commercial HVAC_ Loads- _- Elite Software Development,Inc. Star Mechanical 2.105 Old Orchard Road Cufcho ue,NY 11935-2130 _ Pa e,12 Detailed Room Loads - Room 5 - Porch Peak Fenestration Gain Procedure Room is in zone 1, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 150.0 sq.ft. Supply Air: 206 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.3 AC/hr Volume: 1,200 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 526 ft./min. Percent of Supply: 0 % Runout Air Velocity: 526 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.177 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat , - Sen;; ®escri tion Qu_anti Values _ HTM Loss N-Wall-12E-Obw 10 X 8 24 0.068 4.1 98 0.3 0 7 N-Wall-12E-Obw 15 X 8 120 0.068 4.1 490 0.3 0 36 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N-GIs-1A-cm-o shgc-0.75 0%S 24 1.270 76.2 1,829 34.9 0 838 UP-Ceil-16B-0 15 X 10 150 0.408 24.5 3,672 17.5 0 2,632 Floor-1 9131-11 osp 10 X 15 150 0.072 0.9 131 0.1 0 17 Subtotals for Structure: 6,777 0 3,706 Infil.: Win.: 2.8, Sum.: 1.4 200 0.915 183 0.060 28 12 Ductwork: 794 344 AED Excursion: 8 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 7,754 428 4,530 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac Residential'&-Light;Commerc�al HVAC.Loads Ehte Software Development,Inc. Star Mechanical 2105 Old Orchard Road' Cutcho ue,NY 11935-2130 . - 1' - -Pae 13. Detailed Room Loads - Room 6 - Living Room (Peak Fenestration Gain Procedure) Room is in zone 1, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.4 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 1 Area: 330.1 sq.ft. Supply Air: 349 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.9 AC/hr Volume: 2,641 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 641 ft./min. Percent of Supply: 0 % Runout Air Velocity: 641 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.336 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item A Arm _Utgm Losses H MGa n � Y�Gatri'` _. escri tion My" , , Quantity , 1/alue ., w - MEI •_.�-_..__a _ - - . _ u N-Wall-12E-Obw 17 X 8 96 0.068 4.1 392 0.3 0 29 N-Wall-12E-Obw 19.4 X 8 155.3 0.068 4.1 634 0.3 0 46 N-Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N-GIs-1A-cm-o shgc-0.75 0%S 16 1.270 76.2 1,219 34.9 0 558 UP-Ceil-16B-0 19.4 X 17 330.1 0.408 24.5 8,081 17.5 0 5,791 Floor-1 9D1-11 osp 17 X 19.4 330.1 0.072 0.9 288 0.1 0 38 Subtotals for Structure: 11,032 0 6,594 Infil.: Win.:4.1, Sum.: 2.0 291 0.916 267 0.062 41 18 Ductwork: 1,288 583 AED Excursion: 13 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 12,587 441 7,668 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac:-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star'Mechanical. " 21,0566 Orchard_Road �,Cutchogue,NY 11935-2130 - Pae 14 Detailed Room Loads - Room 7 - Bedroom 1 (Peak Fenestration Gain Procedure) Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 9.6 ft. Zone Number: 2 Area: 86.3 sq.ft. Supply Air: 134 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.7 AC/hr Volume: 690 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 492 ft./min. Percent of Supply: 0 % Runout Air Velocity: 492 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.200 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item x r .v.,:, , . _:Quanf ,Mem. Value. HTtUIs, os � H_TMa_in P Gain. �Descrr atlom �� N -Wall-12E-Obw 9.6 X 8 36.7 0.068 4.1 150 0.3 0 11 N-Wall-12E-Obw 9 X 8 72 0.068 4.1 294 0.3 0 22 N-Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N-GIs-1A-cm-o shgc-0.75 O%S 16 1.270 76.2 1,219 34.9 0 558 UP-Ceil-1613-0 9 X 9.6 86.2 0.408 24.5 2,111 17.5 0 1,513 Floor-1 9D1-11 osp 9.6 X 9 86.2 0.072 0.9 75 0.1 0 10 Subtotals for Structure: 4,267 0 2,246 Infil.: Win.: 2.1, Sum.: 1.0 149 0.915 136 0.061 21 9 Ductwork: 502 224 AED Excursion: 5 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 4,905 421 2,944 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac-Residential&-Light'C®mniercial_HVAC Loads -., Elite`Softwar`e Development;Inca -Star.Mechanical _2108 OId Orchard Road: Cutcho ue,NY 11935 2130; Pa a 15 Detailed Room Loads - Room 8 - Bath 2 (Peak Fenestration -Gain Procedure). General• �.� � � .�a_�� ..�� _a. t __� �,� � - ��_�_ _ Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.0 ft. System Number: 1 Room Width: 9.6 ft. Zone Number: 2 Area: 38.3 sq.ft. Supply Air: 76 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 14.8 AC/hr Volume: 307 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 0 % Runout Air Velocity: 557 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.255 in.wg./100 ft. Actual Summer Infil.: 1 CFM Iterii` en`� Area ill= Htg<` Y SCIg� r�Lath` aDescnption .� ,, _ ,N Quantity _ Ualues HT,M Loss A ,HTM�_ Gain N -Wall-12E-Obw 9.6 X 8 52.7 0.068 4.1 215 0.3 0 16 N -Wall-12E-Obw 4 X 8 32 0.068 4.1 131 0.3 0 10 N -Door-11 P 2 X 8 16 0.290 17.4 278 5.5 0 88 N-GIs-1A-cm-o shgc-0.75 0%S 8 1.270 76.2 610 34.9 0 279 UP-Cell-166-0 4 X 9.6 38.3 0.408 24.5 938 17.5 0 672 Floor-1 9D1-11 osp 9.6 X 4 38.3 0.072 0.9 33 0.1 0 4 Subtotals for Structure: 2,205 0 1,069 Infil.:Win.: 1.5, Sum.: 0.8 109 0.920 100 0.064 15 7 Ductwork: 263 127 AED Excursion: 3 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,568 415 1,665 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM �-Rhvac-Re'Isiden_tial&Light Commercial HVAC:Loads Elite Software Development,.lnc:; ;Star'Mechamcal 2105 018 Orchard Road; Cu#cho ue- NY 11935-2130 = rage-16 [Detailed Room Loads - Room 9 - Walk In Closet (Peak Fenestration Gain Procedure) General r 3x _ Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.8 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 2 Area: 74.4 sq.ft. Supply Air: 117 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.8 AC/hr Volume: 595 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 669 ft./min. Percent of Supply: 0 % Runout Air Velocity: 669 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.502 in.wg./100 ft. Actual Summer Infil.: 1 CFM � tep"N� �d `; Area 3 Ung ,EHt r.Sen k CI Lat -_Sen Dcrlpfion >. uan_tity ..' value HTNi LosseHTMy� Gain ':. r Gain_. N-Wall-12E-Obw 9.5 X 8 40 0.068 4.1 163 0.3 0 12 N-Wall-12E-Obw 7.8 X 8 62.7 0.068 4.1 256 0.3 0 19 N -Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N -GIs-1A-cm-o shgc-0.75 0%S 12 1.270 76.2 914 34.9 0 419 UP-Ceil-1613-0 7.8 X 9.5 74.4 0.408 24.5 1,822 17.5 0 1,306 Floor-19D1-11osp 9.5 X 7.8 74.4 0.072 0.9 65 0.1 0 9 Subtotals for Structure: 3,638 0 1,897 Infil.: Win.: 1.9, Sum.: 1.0 139 0.916 127 0.058 20 8 Ductwork: 429 195 AED Excursion: 4 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 4,194 420 2,564 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM IRhvac Residential&Light Commercial'HVAC Loads Elite Software Development;lnc. Star.Mechanicat ' 2105 Old Orchard Road" t6i6hoaUe;NY 11935-2130 "Pa e`1Y7 Detailed Room Loads - Room 10 - Loft (Peak Fenestration Gain Procedure) G•- 'r 5a' , - ,.-,.i -' .:� - - -- L-...y..�_ N�" r4�•- '-''e i.;`y.'=Ay�.::'"' '$;, - - �'Fi;+S.,�` . Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 2 ' Area: 101.4 sq.ft. . Supply Air: 148 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 10.9 AC/hr Volume: 811 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 542 ft./min. Percent of Supply: 0 % Runout Air Velocity: 542 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.241 in.wg./100 ft. Actual Summer Infil.: 1 CFM Description Quanfiifi a__ Value. HTM_" __ Losse _HTML.__;, Gain, • y- t Gan N -Wall-12E-Obw 12.4 X 8 59.3 0.068 4.1 242 0.3 0 18 N-Wall-12E-Obw 8.2 X 8 65.3 0.068 4.1 267 0.3 0 20 N-Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N-GIs-1A-cm-o shge-0.75 0%S 16 1.270 76.2 1,219 34.9 0 558 UP-Ceil-1613-0 8.2 X 12.4 101.4 0.408 24.5 2,483 17.5 0 1,779 Floor-1 9D1-11 osp 12.4 X 8.2 101.4 0.072 0.9 89 0.1 0 12 Subtotals for Structure: 4,718 0 2,519 Infil.: Win.: 2.3, Sum.- 1.1 165 0.917 151 0.061 23 10 Ductwork: 555 246 AED Excursion: 6 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 5,424 423 3,241 C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM ( r Rtivac-Residential"&Light:Commercia!HVACLoads :. .' Elite Software Development,Inc. Star Mechanical 2105 Old Orchard Road- age Le,_M'_11935 2130,; ;} Pa a 18 System 1 Boom Load Summary ',fi€ �`. y�`k'`�,dm, �+c�,Y�'' xa tN-;',.:5°.nY Fx Y�4.r ,�'+,, ; t+ t9 '�' 9" -Kh$ '"�,' '` ' ,'v.a✓ t U: 4 T;� � s,i'.P�a', Room Area SensHtg Duct Duct Sens ` Lateya Clg� Sys'; ---Zone 1--- 1 Bath 1 44 2,788 36 1-5 603 1,805 417 82 82 2 Kitchen 60 2,687 35 1-5 469 1,403 418 64 64 3 Dining 66 3,897 51 1-6 553 2,384 419 109 109 4 Storage 80 4,380 57 2-4 698 2,673 421 122 122 5 Porch 150 7,754 101 2-6 526 4,530 428 206 206 6 Living Room 330 12,587 164 4-5 641 7,668 441 349 349 Zone 1 subtotal 730 34,093 444 20,464 2,544 932 932 ---Zone 2--- 7 Bedroom 1 86 4,905 64 2-5 492 2,944 421 134 134 8 Bath 2 38 2,568 33 1-5 557 1,665 415 76 76 9 Walk In Closet 74 4,194 55 2-4 669 2,564 420 117 117 10 Loft 101 5,424 71 2-5 542 3,241 423 148 148 Zone 2 subtotal 300 17,091 223 10,415. 1,679 475 475 Duct Latent 149 Return Duct 2,528 2,270 506 System 1 total 1,030 53,713 666 31,750 4,878 1,343 1,343 System 1 Main Trunk Size: 12x19 in. Velocity: 848 ft./min Loss per 100 ft.: 0.098 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. ;Conlin S sternSumma_ :;.. Cooking Sensible7Latent'.`; t Sensible (Latent ;Tofal Y Tons: a Split ` ` �tuh", ? Btuf1:` " Btuh Net Required: 3.05 87%/ 13% 31,750 4,878 36,628 E dipmerif Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: F03016ESJNA Indoor Model: BCRMB6636-S2N4 Brand: fujitsu 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:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM Rhvac=',Resideritial&Light Commercial HVAC Loads Elite-Software Development,lnc. StarMechanical 2.105 Old Orchard Road, Cutcho ue.NY`-11935 2130 - - - Page 6 Total Building Summary Loads Component ry a M -r gree Sen Lat Sen jotal. Deserlptlon}` �.. , , Quan " .' Loss `t... Gafri �Gairii Gain 1 B-cm: Glazing-Single pane window,fixed sash, clear, 8 542 0 193 193 metal frame no break, u-value 1.13, SHGC 0.78 1A-cm-o: Glazing-Single pane, operable window, clear, 128 9,752 0 3,154 3,154 metal frame no break, u-value 1.27, SHGC 0.75 11 P: Door-Metal-Polyurethane Core 210 3,655 0 1,156 1,156 11 G: Door-Wood-Panel 24 778 0 246 246 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1210 4,938 0 363 363 cavity, no board insulation, brick finish,wood studs 1613-0: Roof/Ceiling-Under Attic with Insulation on Attic 970.5 23,758 0 17,027 17,027 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-0 insulation 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 60 176 0 126 126 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal 19D1-11osp: Floor-Over enclosed crawl space, R-19 1030.5 899 0 119 119 insulation on exposed walls, spray foam insulation, sealed crawl space, passive, R-11 open cell 1/2 Ib. spray foam, 3 inches in 2 x 10 joist cavity Subtotals for structure: 44,498 0 22,384 22,384 People: 20 4,000 4,600 8,600 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,767 655 4,618 5,272 Infiltration: Winter CFM: 22, Summer CFM: 11 1,448 223 96 319 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 53 53 Total Building Load Totals: 53,713 4,878 31,750 36,628 Check Figures Total Building Supply CFM: 1,343 CFM Per Square ft.: 1.304 Square ft. of Room Area: 1,030 Square ft. Per Ton: 338 Volume(ft'): 8,244 Buildin =Loads :. . -- - - .- - Total Heating Required Including Ventilation Air: 53,713 Btuh 53.713 MBH Total Sensible Gain: 31,750 Btuh 87 % Total Latent Gain: 4,878 Btuh 13 % Total Cooling Required Including Ventilation Air: 36,628 Btuh 3.05 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Mike Chuisano 2105 old orchard road.rh9 Friday, March 5, 2021, 1:59 PM a .;_M k '"h ✓'M:a�`�Y ;":�,y��'�a # 'xA r'r'�k' z fp �� P �� ke�C a J. �p t Y.W." t4• �x 4.�'� �k. d f � r r �z G Wo, a 'h � ��* .,�,•� �"Y <<,:� " h. tis�-) .�r. '411 A row s r rt r J � �j' � 1„ � E� � V�$ ,�-', (,,,. i t i� � � o � — e ,'i i i-� .'^��_ -r - � — `� _-y.. ., ,_4 ., I s [ x, +1O II } f r.., w 1 jji i• • " 4t t '.r .: ... xklw ow !m: s s�•.LSA 8� WM low I. i A 711 a , c T i, rL 4 JV 'T , 99666 y ; EWA r , r i a� t S� w � f D , Order: <<�a3 - •...••. 1WVV11UWVVC;111V';!t e Building Envelope' Customer 2129pOc P0: 5.21.21 Job: OR' ray ACRMGOMVArrY Rep U G21 Ordered: 5124121 Loaded 6/ Customer MATTITDC� `'� e, New York 11788 22355 COUNTY SS Ship To:MATTITUC - Phone(631)234-2200- Fax(631)234-8866 48 UNIT 16 22355 CCI CUTCHOCU� NY 11935-1168 Phone' 631 734-6666 CUTCHQC Terms: 1 ok 10 da , Net 30 Freight PREPAID Shq Duote Number: 13498$ Item Qty Description Width Height Shape Sq. Ft. If CAD files are supplied w/PO 's, oBE will fabricate according to the CAD file which supersedes all other information supplied on Po. Thankou for choosing Oldcastle BuildingEnvelope, we appreciate your business. 1 1 GLS.14 101 118 41 V 2 30.92 1/2 CL TP PER FLAT POLISH RADIUS LONG: 2 SHORT: 2 RC RADIUS CORNERS QTYILITE: 1 4 INCH SEE DWG FOR 1— 4" RADIUS CORN & FINISHED SIZE 2 1 GLS.14 34 r 79 314 2 22,67 112 CL TP 95 3!4 25 1/2 CCHG1 CONTOUR CHARGE TYPE 1 QTYILITE; 1 PE FLAT POLISHED EDGE LONG. 2 SHORT: 2 FUEL SURCHARGE Order Weight: St 347 gr Boxing InstruCtions: Ft, T i J r # I i3 _ I 1 - . V ��W SMEEN WHITE � UNION rP `� wfR W000 AND FOAM PLA" T� G ♦y�lle� Y,.ew ew H ✓' "l ��VqAAA GAY%, 4 v . r. _7T z I- ' I �. ,r .nC 1 t s f a. u .. a M a w k aY. O NO :Y x , e , s .V x3 �' y 'V•. IrAA ��I � *ay- r >f Tw II I 06 {{ i 5 i ` ......�.� mow • 1 ` � Y :n I 1 �r . n _ e W il- ...... :n Ti. ,i rg;y T A. } 40, Al AL s� i ' ` Bunch, Connie From: Dan Wright <wrightfamily@optonline.net> Sent: Friday, May 20, 2022 9:00 AM To: Jarski, John Cc: Bunch, Connie Subject: Re: BP#:45499 Wright Old Orchard Road East Marion Good morning, >>Photos of the basement stairs with railing/guards as well as outside handrails,with returns. >>Thanks, >>Dan Wright >>631-790-4924 errr Mom Y y� 't •YMMAr��l� 1 r, 1 r f 1 — - - a -,. � �_ �� -- � ��l ,,� � _. � .�,� 1J J��.. lig , T� 'III`' �� s�� 2 Bunch, Connie From: Dan Wright <wrightfamily@optonline.net> Sent: Friday, May 20, 2022 8:58 AM To: Jarski, John Cc: Bunch, Connie Subject: Re: BP#:45499 Wright Old Orchard Road East Marion >Good morning, >Photos of the basement stairs with railing/guards as well as outside handrails, with returns. >Thanks, > Dan Wright >631-790-4924 ,i r I 1 1 1 M� 11 FOUNDATIONFOUNDATION(lST) AM 1 J;Mffll� li► "�i7/�i'�'I l� % •iii►1,21 ® � ROUGH FRAMING. INSULATION PER N.Y. STATE ENERGY CODE TEAM Mei''. , "1. .1� -"1W, �" '" , . 7� ADDMONAILCqMMENTS - WF , _ ,_ - M (o�g11FFd1,��QG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy�01 �ao`� Telephone (631) 765-1802 Fax(631) 765-9502 hl!ps://www.southoldtommu.jzov For Office Use Only Date Receiv`ed PERMIT NO. Building Inspector: Lg L)1 Applications and forms must be filled out in their entirety.Incomplete applications OCT 2 9 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ::.;;,..< '1T�' v�'i1O ;='31T'I'1kOTLD' "'APPLICATIO.N. F®R BUILDING'PERMIT--7. Date: 10/26/2020 - OWNER S:OF;PROPERTY -.:, Name: Daniel L. Wright and Nancy A. Wright Tax Map#:SCTM#1000-037.00-03.00-006.000 Physical Address: 2105 Old_Orchard_Rd,_East_Marion,_NY 11939 ____��__ Phone'#: 631-790-4924 Email: wrighffamily@Qptonline.net_�__�_ _..,_____ Mailing Address: PO Box 1.7__7 Eas#_Marion,_NY 1__1_939 �� CONTACT PERSON Name: Daniel L. Wright Mailing Address: PO Box 177 East Marion, NY 11939 Phone#: 631-790-2249 Email: wdghtfamily@optonline.net DESIGN PROFESSIONAL-'-INFORMATION:;..' Name:rt_ Mailing Address: Phone#: 3, Z _ �'l Email: CONTRACTORINFORMATION: Name: Mailing Address: Phone#: (03 O_ 2 Email: ..c1f; �� ,�;� ti►�\�1n,�. ►�e {- DESCRIPTION OF PROPOSED.CONSTRUCT ION„ New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 300 1-06 O Will the lot be re-graded? ❑Yes?No Will excess fill be removed from premises? ❑Yes MNo , . PROPERTY INFORMATION Existing use of property: NQS �`cE2.� C P Intended use of property: Date of Purchase: Name of Former Owner: �{ 1 Zone or-use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 'KNo IF YES, PROVIDE A COPY. [Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,'alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e): ❑Authorized Agent wner Signature of Applicant: Date: STATE OF NEW YORK) S COUNTY OF�( 11,�av0< \ L, C`� � being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ©W w (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this U ay of C%l.v v"' , 20 SMfi l� NOTARY PUBLIC,STATE W A/`(fA#yo nk Registration No.01HA& 3 1p at( PROPERTY OWNER AUTH RIZAT ed in Suffolk Colav� Y (Where the applicant is not t elbvMihki0n Expires February j% p'Z a;)L I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. N Trustees N C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form m Storm-Water Assessment Form Contact: '✓ i 1e, Approved 200h Mail to: ON G. 'N-5d 177 Disapproved a/c U F7 , 1 r161\`d✓t Phone: 75 O ` 2. Expiration ,20 -DI F Bui mg InspectorSAPPRyOVAL APPLICATION FOR BUILDING PERMIT JAN 2 1 2020 Date / , 2026- INSTRUCTIONS 026-INSTRUCTIONS a. This applicafion-MUST-be'completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for.necessary inspections. �r (Signature of plicant or name,if a corporation) d. 17 lam, K �V (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0\NML-- Name of owner of premises 'Jciy\n 4 L )VA (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 006 QQCIIA,(L� 10 House Number Street Hamlet County Tax Map No. 1000 Section ?j� !-Block ' :''3'= Lot V Subdivision Gwli A7 Yl 5 &I �� 7'e Filed.Map No. —2 7S7 Lot is 4.1 014 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy pQ iy J9-`I t-- b. Intended use and occupancy 'PR 1y>9-T t;- 1 ��)✓�L� 3. Nature of work(check which applicable): New Building Addition '� Alteration 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 r If garage, number of cars 6. If business,.commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures, if any: Front 21 Rear /6- Depth Li Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories i � � U4,;.' `3 9. Size of lot: Front Rear 40 Depth 215= 96- 10. Date of Purchase \L\\�Tb k'ID Name of Former Owner `✓e ( l ` �� 11. Zone or use district in which premises are situated FiFsIb�7 l A - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES % NO N Will excess fill be removed from premises? YES NOA" 14. Names of Owner of premises \/CIA�f l ��` 1v\�Address 9.6% t�� "I Phone No.t �7 f J j� Name of Architect Address Phone No Name of Contractor o w*� 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 NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) IS COUNTY OF ' OL 1 . � h�\A L. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the fO Q\I\-(( (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. Swo n to before me ths "^ day of 20 CLU 47 Notary Public LYNDA M.RUDDER Signature ofplicant Notary Public,State of Neva York IP No.OIRU6020932 Qualified in Suffolk County Commission Expires March S.20� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: January 31, 2020 TO: Daniel Wright PO Box 177 East Marion, NY 11939 Please take notice that your application dated January 21, 2020: For permit to: demolish the existing dwelling and reconstruct a new single-family dwelling at: Location of property: 2105 Old Orchard Road, East Marion, NY County Tax Map No. 1000—Section 37 Block 3 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 8,638 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 front yard setback of 35 feet, a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. The site plan shows a front yard setback of 26.12 feet, a minimum side yard setback of 6.04 feet and a combined side yard setback of 19.45 feet. In addition, the new single-family dwellingis s not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The reconstruction of the single-family dwelling results in the existing accessory garage being located in the front yard. Authorizedure 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. BOARD MEMBERS Southold Town Hall 'Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 ?atricia Acainvora Office-Location: Eric Dantes Town Annex/First Floor, Robert Lehnert.Jr. 54375 Main Road(at Youngs Avenue) :Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS -------- 5 TOWN OF SOUTHOLD �5 December 30, 2020 Tel.(631)765-1809-Fax(631)765-9064 J A N 4 2021 Luigi Pascarella, P.E. PLLC Consulting Engineer P.O. Box 797 LD Deer Park,NY 11729 RE: Request for De Minimus Determination Appeal No. 7395,Wright 2105 Orchard Road,East Marion SCTM No. 1000-37-3-6 Dear Mr.Pascarella; I am in receipt of your correspondence, dated December 16,2020,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you request a de minimus approval to demolish and construct a new single family dwelling I having less than the minimum front yard,side yard, and combined side yard setbacks as required by the Town Code. You explain that upon unearthing the existing foundation and exposing the existing framing, it was discovered that the existing components are substandard, and that with the Zoning Board's permission you wish to extend the demolition of the structure further than originally proposed. You have requested that the existing foundation and framing be removed and replaced with a code compliant foundation/footing system and proper framing members. Bas'ed upon the information provided,I have determined your request is de minimus in nature because the changes do not increase the degree of non-conformity and uphold the intent of the original ZBA decision. Please be advised that conditions set forth in Appeal No. 7395 still apply. We ask that you submit to our office two original signed and stamped architectural plans depicting the aforementioned changes. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department. Sin e _C.s.fie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector _ S ` BOARD MEMBERSSouthold'Town Hall OF SOUL Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 h0 �O Southold,NY 11971-0959 Patricia Acamporat _ Office Location: Eric Dantes cn ye Town Annex/First Floor, Robert 4hnert,Jr.. • _ iQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lyC� �;�` Southold,NY 11971 httpXsoutholdtownny.gov , ZONING BOAR_ D'aF APPEALS` r TOM N=OF SOUTHOLD UAUG 2 5 2020 Tel:(631)765-1809•Fax(631)765-9064 So hold Town Cleric FINDINGS;DELIBERATIONS AND DETI&RM A - ..MOF AUGUST 20,202- 0' ZBA FILE 0395 NAME OF APPLICANT: Daniel Wright PROPERTY LOCATION:2405.Old Orchard Road,Orient,NY SCTM# 1000 37-3-6 - SEORA DETERMINATION: The ZoningBoard of Appeals has visited-the property under consideration in*this application.and_deter-mines that this..review falls-under.the Typd_II category of.the StaWs List of Actions,without . •furthersteps under S�QRA:: -: - . : - - - - - - ..-. . . S.I01✓K COITIVTY ADMINISTRATIVE CODE:..This applicetiort vas not required t .lie refered fo:the Sgffolk: . .-C qunfy-Departrrierit Qf Ptanning under--tlie:Suffolk County Admmisti 6e Code$ectioits`A.f4=1446 23. LWRP DETEitMNATTON::The:xeliot permit, or interpretation requested in this applicatign is listed under the . Minor Actions'exempt'list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTIOM The-subject property is a non-confoiniing 8;b38-square foot parcel located in an-R-40 Zoning District. The parcel has two front yards and measures 40.00 feet fronting Old Orchard Road -along the westerly.property line, 215.95 feet along the northerly property line, 40.00 feet fronting_Sylvan Drive along.tlie easterly property line and 215.95 feet along the southerly properly line. The parcel is Improved-with a one-story frame.residence -anti a-one- and one-half story'frame garage. X411-is shown on a survey prepared by Francis..X Karl,L.S.,last revised December 28,20 10. BASIS OF-APPLICATION: 'Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and-the Building Inspect&r -January.31, 2020 Notice of Disapproval based-on an application for a permit to demolish_ an existing dwelling and reconstruct a new single family dwelling; at 1.) -located less.than the code required minimum front yard setback-of 35 feet; 2)located less than the code required minimum side yard setback of 10 feet-, 3) located less than the code required minimum combined.side yard setback of 25 feet;. 4) existing garage-located in other than-the-code required rear yard; located at: 2105 Orchard Road;East Marion,.NY. SCTM No. 1000-37-3- RELIEF REQUESTED: The applicant requests variances to demolish the existing structure and construct a new structure with a front yard setback of 26.12 feet where the code requires a minimum front yard setback of 35 feet,a side yard setback of 6.04 feet where the code requires a minimum side yard setback of 10 feet and a combined side —yamsetback–f193 eet w &e eco a requires a minimum com me T sia yarse acC or 25 war. The demolition and construction will result in the accessory garage in a front yard location where code requires that accessory garages be in a rear yard location. c _ Page 2,August 20,2020_ #7395,Wright ' SCTM No. 1000-37=3-6 ADDITIONAL INFORMATION: The applicants testified that they. renovate the existing house and keep as much of the existing structure as possible. They.are-applying to.demolish the existing structure and build a new Douse because they are planning to demolish.over 50% of the value.of the-existing structure thereby.making the ..project a "demolition" as defined by Town Code: The ants applic -also testified that they have approval for the sanitary.system from the Suffolk County Health Department subject to approval of the roquired variance relief from the Board-of Appeals: _ -. FINDINGS OF—FACT/—REASONS,FOR BOARD ACTION: The Zohing Board.of Appeals held-a public hearing on this applicatian on August-6,2020 at which time-written and.oral,evidence Were-presented.-Based upon-all testimony,documentation,personal inspection of the property and surrounding neighborhood,aiid other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: -I: -Town Law..5267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of . the neighborhood or a detriment to nearbyproperties.. The neighborhood is an:older neighborhood.that consists of sipgle-family homes on small lots. Very few oi`the homes in this neighborhood meet current zoning setbacks: The- .proposed'eicpansJon of the home will have lot line setbacks_that are more conforming-than the-Oxisiing.side yard lot line et oks��'I'he::aaCessiiry garage is.not being moved and viIl rexriaiu.iit a non4o orm_ ing front hard:location.- Tha;proposed additioiis arid:alterations will-.not change the characterpfthe.neighbQrhood; �. . = -2; 'To�:Law_ 267,b(3)(b)(Zl.-The.benefit sought by the.applicant•cannot be i.;achieved by:.sbme method; feasible: .� .. -, foes the applicant to pursue,'other than an iwea-variance.- The property is only,46-&tt_wide-arid.it has two:-front ya ds Oecaiise.-the-pfoperty lies-:two front yards.there is.technically:no code`cottfiyrming-rear-yard locations-in'._ which to.place an accessory garage'and the existing accessory garage will-remain m the same location,.wh cls:is behind=thp.subject:dwelling as it.fronts on Old.Orchard Road and in.the.f`architectuf]",ieac.yard which fronfs-on Sylvan AFive. A,dditioiially,because the parcel_is c�rily 40-:feet w_ide,the only code•conforming.)iouse the applicant :.could build would be an unreasonably small 1-S.&O wide. 3. Town Law. 14267-b(31�b)(3). _The variance granted-herein for the accessory-garage in a front yard location-'i s mathematically substantial;-representing 100%-relief from'the code. The variance granted herein for the.non- conforming front yard setback is mathematically substantial, representing 25% relief from.the code; the' variance granted herein for the non=conforming side yard setback is-mathematically substantial, representing 40% relief from-the code; and the variance granted herein for.the combined side yard setback is-mathematically substantial, representing 22% relief from the code. However, the proposed second story additions are consistent with the pie- existing non-conforming.setbacks and, in the-case of the-proposed deck acid se.cond story balcony, the proposed setbacks-are more conforming than the existing structure. 4. Town Law.5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residen'al 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 �—limitationson the use ofthe parcelr-mer the oning Code in effect prior to-or at the time of purchase. Page 3,August 20,2020 Z #7395,Wright - SCTM No. 100047-3-6 6: Town Law 4267-b. Grant of the,requested relief is the minimum action necessary and adecivateao enable jthe applicant:to enjoy_the:benefit of a-new.single-family dwelling while.presertiing aitd protecting the character of the neighborhood and•the:health,safety,and.Welfare-of the,community. RESOLUTION-OF-TH>✓ BOARD:-.In considering:all of the-above factors-and applying the balancing test•un d er l ew..York Town)✓aw 267=B;motion v►ras offered by Meintier Dantes, seconded by Member Acampora; ai d duly carried;.to.. GRANT':the-variances- as applied for, and-shown on the Site'Plan and Architectural Plans prepared by L-igi Pasearella P. dated-January 20,-2020,and.labeled A 100,A.:i01;A402;A-103;A-201;A-301.: Any deviation froth the survey, site plan and/or architectural drawings cited;n this decision will result an delays andlora-possible.dental'by the BuildingDepartment of a.buildingpermk and may require a new:application.and- public hearing before the Zoning Board of-Appeals. . y Any deviation from the variances)granted herein as shown on the architectural drawings, site plan'ondlor survey . cited abode; such.as alterations, extensions, or-demolitions, are not authorized under•this application_when involving nonconformities under the zoning code. -This g0tian does'not authorize or condone any current or futt�e use, setback.-or other-feature of the subject property-that miry violate the Zoning.Code, other than_.siaeh:.tis setliiacks and other,featw.es.-as are-ezpr'essty.cAaWes'sed in this action..In the event that this is an approval subj t = . i.: to conditions,lli gppraual shalt nvt be�ee»iQd ffeoibe-until,sWc h iiirie-Hutt the foregoing cortdltions are meet;.. d (allure to corripXy=therewith willreider:this gpRt'aval null;and vvic ;.. ?- ?lie'Bpard reserves the right76substitute:a.samtar=ailesigrr t is ile ininittiis in_nritiire far an alteration tat it es not:increase the degree of nonoonfb7nily.. -- Futsuautao-Chapter 7SO446(B).of tlie'.C66 of t6s Town of Southold.oily iatiance granted byahe hoard. U. AppOals:sbalt Become sill.Ono wild whi a Geiiiticate of Occt��anay hn i,:hot:been pro�u�red;:and/air a subilrvisiom ieiatp bay:not been'stet �tvitli.tlie Spfi'oJkouaty,(4lok,vthn three(3):years€romtlie dollueli . _ =vrince'wasr �itedi.'Ills Bo01i'ii of Agipels:niiay;upon:wtitten request prior fo°tlie date:of eIiitation; :f. grant an exterision.,not to. zced.three.(3j eonsebutii�e pne.(1):year term's.: Vote ofthe'Board,:Ayes:Members)Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento(5-0y. .Leslie K6nes Weisman,.Chairperson•. Approved for filing �. /2024 I Scott A. Russell �0- �� IrST�O�]E�I��1 WA I �)E�. SUPERVISOR �T 0 1��1[A\I�A.G]EM]E1\\'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 16 53095 Main Road-SOUTHOLD,NEW YORK 11971 41- n's Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[2 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous.area. ❑® 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. ❑M E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of`any watercourse. F. Iizstallatlon of new or resurfaced impervious surfaces of 1,000 s- uare., ❑ - g- feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control an and a completed Check List Form to the Building Department with your Building Permit Application. Date: APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 ` 1 p 1 2 District f �1 NAME: 1 ~ - IN ...... Section Block Lot (S'S ""!'00F :':` I-OR.UILDING DEPARTMENT USE OND"'" • , 1 Contact Information l/o`b./ 1 7d,pbo„r Reviewed By: Date: PropertyPropeFty Address / Location of ConstructionWork: — — — — — — — — — — — — — — — — c\ 6 ,(Ci a e ,,� C ❑ Approved for processing Building Permit. ` 1 ` '7� Stormwater Management Control Plan Not Required: M ` `n`/� o� ` i� ✓ Stormwater Management Control Plan is Required, (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) T a�ySU QIr Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ylc P-1 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing TcleYl,one Number: Ql �' all Information that has been Required by the following.Checklist! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 000 c. Existing - Natural & Man Made Features within 500 L.F. 00� of the Site Boundary as required by §236-17(C)(2)., d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. 00� 0gf. Existing & Proposed Contours of the Site (Minimum 2'Intervals) r7=1=— g. . Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. 000 h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. . J. Location of proposed Soil Stockpile Area(s). �00 k. Location of proposed Construction Entrance/Staging Area(s). ! I. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. �00 2. Stormwater Management Control Plan must include Calculations showing ! ' that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 000 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details 'shall include but not be limited to: a. Erosion & Sediment Controls. 00� b. Construction Entrance & Site Access. �0O c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) o�o d. Leaching Structures (e. . infiltration basins,swales,etc.) 0 L. C, ..� 1'�1.,E..1,!\tx D1;I ,I�"1"1`41LN"1' (jSf� ONLY . .... .. ..... ........ .............:........................ ......._.:. ,.............................. ......... ...... ......._.......... ......... . . Additional Information is Required. Reviewed & i Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater:_Management Control Plan .is Complete.. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 �O��g11fF0(�`O Gy< BUILDING DEPARTMENT-Electrical Inspector cm W = TOWN OF SOUTHOLD �,j, • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate #__9_3_3 Date '2-21 2021 Customer Name Electrician Name K Address 21 o 5 C)L-0 Op A,5od Phone ( 777 0 t-1 6 Lf e-mail a-mails Ket 4rl Phone License# M,6 Size 4 a A Phase 'Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vr 9 s from the date ove. Authorized by � ] SUFftt(�:. BUILDING DEPARTMENT- Electrical Inspector °may ; TOWN OF SOUTHOLD y _. . Town Hall Annex - 54375 Main,Road - P.O Box 1179 ^+ Southold, New York 1197170959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov seand southoldtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 2— , 2 P r Company Name: — lt'L-�-rtc Name: License No.: 512,0 M� email: J pt, a, eC*fru C- hLf- Phone No: ( ( 0tl- gtJ 01 request an email copy of Certificate of Compliance Address.: i JOB SITE INFORMATION (All Information Required) Name: 'D04(\. Wt�113k+ Address: 'L, i 0 (` p Cross Street: Phone No.: 1 --7 cl 0-- Ll 01 ZLl BIdg.Permit#: q S I � email: a h+ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) I Check All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ES ❑NO Issued On Temp Information: (All information required) Service Size R1 Ph ❑3 Ph Size: 200 A # Meters i Old Meter# ©New Service ❑ Service Reconnect 0 Undergroundverhead # Underground Laterals [:]l 02 ❑H Frame —]Pole Work done on Service? ❑Y D N Additional Information: PAYMENT DUE WITH APPLICATION l Electrical Inspection Form 2020.xlsx J PERMIT# ddress: ell J� Switches �r ` Outlets GFI's Surface Sconces HH's } 10to� - VC Lts Fans I 1 Fridge i HW Exhaust-• ` Oven Dryer 70 Smokes 'DW Service Carbon . : :: .: ': : .:... _ IVlicro: e.neraor: .. Combos :> Cktop r �sfec 00 �. LA AC f AH` fVlini Special:. _. .. ... . Comments: . �'�`'% C" rrb 0 PSEGISLANDY. DIST. RT. FOLIO S. RATE CODE APPLICATION & CONTRACT ❑ ELECTRIC FULLI NAME LAST WRIGHT FIRST DANIEL MIDDLE L SERVICE NUMBER STREET APT. NO. VILLAGE NY ZIP ADDRESS 2105 OLD ORCHARD ROAD EAST MARION 11939 NEAREST CROSS PREMISES STARTING TELEPHONE � HOME 11OTHER P13 OWN I STREET BAYVI EW OCCUPIED AS RESIDENCE ON DATE ASAP 631-447-0743 RENT AILING ADDRESS (IF OTHER THAN ABOVE) PO BOX 177, EAST MARION, NY 11939 EMAIL WRIGHTFAMILY@OPTONLINE.NET FORMER ADDRESS NUMBER OFQ FORMER ACCOUNT# SAME YEARS HERE 8 9674312707 r EMPLOYED ADDRESS OCCUPATION TELEPHONE NUMBER OF BY C H U B B 1 BEAVER VALLEY RD,WLIMINGT CLAIMS ADJUSTER 631-477-0154 YEARS HERE 34 THE APPLICANT AGREES THAT HE OR SHE WILL PAY THE APPLICABLE RATES AND CHARGES FOR THE ELECTRIC SERVICE HEREIN REQUESTED AND TO BE BOUND BY AND COMPLY WITH THE RULES AND REGULATIONS OF THE COMPANY APPLICABLE THERETO.PSEG Long Island LLC and its operating subsidiary have been appointed as agent by the Long Island Power Authority to provide the day-to-day management and operations services outs electric utilitysystem. Daniel L Wright Aate:lly 02104 .211nedY09:57:06-04Daniel L �O90ht 4/21/21 Daniel L Wright 4/21/21 SIGNATURE OF APPLICANT/AGENT DATE AGENT—ALSO PR/NTYOUR NAME ON LINE DATE ❑ ON ❑ RATE GE [:] OB NO. AMOUNIT RECEIPT NO. PAID ACCEPT. DATE PSEG LONG ISLAND CERTIFICATE OF COMPLIANCE New Electric Service to: ❑Existing Residential Construction - or - ❑ New Residential Construction Expansion of Electric for Purpose of: ❑Providing Electric Heat - or - ❑ New Building Addition The undersigned certifies that the: ❑ 1 or 2 Family Residence - or - ❑ Multi-Family Residence - or - ❑ Mobile Home ❑Existing dwelling - or - ❑ Addition to existing dwelling described above is or will be in compliance with the "Minimum Insulation Standards for Residential Construction of Buildings" issued by the New York State Public Service Commission and adopted by PSEG Long Island, not later than 30 days after time of occupancy or 30 days after completion of expansion of existing electric service for the purpose of providing electric heat. It is understood that electric service will not be connected or will be disconnected (as is the current practice) if upon inspection the structure is found not to be in compliance with the conditions set forth. The undersigned certifies that a properly executed copy of this certificate will be delivered to the owner prior to closing in the case of new construction, or, on completion of the new building addition, or, in the case of expansion of existing electric service for the purpose of providing electric heat, on completion of the electric work; and agrees that any successor in title shall be deemed a beneficiary of the undertakings described in this certificate. DATED SIGNATURE OF BUILDER OR CONTRACTOR FC 11311 8/14 SEAL : TEST HOLE 30/2019 BY McDONALD GEOSCIENCE J S PROPERTY WITHIN 150' DUG 08 / SUFFOLK COUNT( TAX MAP \ / �.. EAST: IMPROVED AND ELEV.=19.3' DISTRICT-1000 \` WATER CONNECTED TO PUBLIC 1.0' o, DARK BROWN LOAM (OL) SECTION-037.00 Js, BLOCK 03.00 LOT 006.000 ONC 3.0' BROWN SILTY SAND (SM) MON. _ PROPERTY WITHIN 150' 4 NORTH: IMPROVED AND WATER CONNECTED TO PUBLIC 13.0' ., PALE BROWN FINE SAND (SP) G vp� v \1C. 17' �O °� S s�O ON. O COMMENTS: NO WATER ENCOUNTERED MN , o 0 . , EXP. �i9, O4 LP % r IE CONC ! \--/ MON,• O. � 8' DIA. X 12' DEEP w, \O��GE 1�Oj O4 � PRECAST CONCRETE 1�l ' O LEACHING POOL � ST 0 w P00 a � •'0 5� 12 cG o CO C C. 61 Faces •OQ+ � , 1�FO F""1 9Ati (��p��G� S S� 1500 GALLON PRECAST F� X81 CONCRETE SEPTIC TANK .-� M � RIM. ELEV. 18.50 o" MC � o ' 9 P O-,S L� Z 'Jj g PROPERTY WITHIN 150' U M r l SOUTH: IMPROVED AND `Z v ll M (� !� CONNECTED TO PUBLIC W ,� � 19 F--i I, .67: S. DWCONNECTED WATER 'b a �P- � G O o ►—+ W a i` PROPERTY WITHIN 150' �� O J C ��G� C iI WEST. IMPROVED AND O o MC. R WATER CONNECTED TO PUBLIC N. ONRI O DWy W I-•� N A H ki `. JAN 2 4 2020 N x N Q o C7 p U F" O Q a A THESE PLANS ARE AN SEAL INSTRUMENT OF SERVICE I AND ARE THE PROPERTY 8'-0"O.D. I I IOF THE ENGINEER. ALTERATION OR ADDITION f ; j LOFT e TO THESE PLANS IS A !i I VIOLATION OF SECTION 1 BATH#2 7209 OF THE NEW YORK STATE EDUCATION LAW. OPEN TO BELOW f�'�LOCKING CASTINGBEDROOM#2 FIN.GRADE TO GRADE LK IN CLOSET jr INLET PIPE 4"DIA. 20" M N. J. 00 N SDR35 PIPE,PITCH OUTLET PIPE 4"DIA. AT MIN.1/4"PER FT. SDR35 PIPE,PITCH INLET ° o AT MIN.1/8"PER FT. SECOND FLOOR PLAN p NLET SCALE:1/8"=1'-0" '~ °.ti° NOTES 1. A MIN.OF 4"APPROVED O Q REINFORCED PRECAST CONCRETE Lo 00 o BOTTOM AND 3"WALLS. Zn BAFFLE 'n 2. AN 8 FEET IN DIAMETER BY 6 FEET BEDROOM#1 ' WALL HIGH APPROVED PRECAST CONCRETE SOLID RING. eo �; •� 3 AN APPROVED PRECAST Ld CONCRETE W TH CK MN. BATH#1 �;;••.2, ,.y. SLAB TOP IN LAWN AREAS. -J • „8,-Q„Q.D.N+• I 4. DROP Ts MUST BE PINNED OR Tl/. OTHERWISE FIRMLY ATTACHED. LIVING PANTRY 1500 GAL. SEPTIC TANK 5. LIQUID DEPTH MUST BE F-O". ROOM W SCALE:1/4"=V-0" o o DININGFIN RADF O O ROOM Z- KITCHEN P..I MCONCRETTE o a �T� �ATTr FIRST FLOOR PLAN w M PRECAST CONCRETE SCALE:1/8"=1'-0" LEACHING POOL SECTIONS =1 0 E HOUSE F.F. ELEV.21.60 �4 M 00000013 3.0 0 0 0 00 0 0 0 0 0 0 0 ZI �, cV 0 0 0 0 EIE RIM EL.18.50 w It INLET PIPE 4"DIA. O O C� D D D � FIN.GRADE EL.18.50 FIN.GRADE EL.18.50 0 0 0 0 SDR35 PIPE,PITCH TOP OF SLAB RIM EL.17.50 U cd M �1 AT MIN.1/4"PER FT. ELEV.16.67 OUTLET PIPE 4"DIA.. O Q� SDR35 PIPE,PITCH Z 04 0 O 0 AT MIN.1/8"PER FT. TOP OF SLAB ELEV.15.50 17-1 INV.EL.16.14 3'MIN. T MIN. Z COLLAR 0 0 0 0 COLLAR BASEMENT ELEV.14.10 INV.EL.15.58 s p O O C] O O ❑ 0 0 0 p p Q INV.EL.15.08 p o C1C ❑ 0 E= M INV.EL.14.52 p o E-1 =1 p Hx 'O p0000p d 'cd 30p0o0 WWA w O D D D D D = 00 0 0 0 00 O W r-1 D O C� C �O D ❑ 0 0 0 0 D p N W � V O Q w1 CM IM 01 13 O = O O .O 0 _ 0 =1"= =1 r3 E3 O 0 0 0 O 0 30 =1 0 0 0 oC3 0 O CD O m 0 BOTTOM ❑ o 0 0 0 o r3 ELEV.11.54 3M EM = D D C] r3E-1 N ❑ o 0 0 0 op po 0 0 0 op O O BACKFILL MATERIAL TO BE z 6'MIN.PENETRATION, E3 O o o C] EM ❑ CLEAN SAND AND GRAVEL INTO VIRGIN STRATA p O — C7 C7 m r3 rN N OF SAND AND GRAVEL 3❑ M C] C] O M r3 .� z SANITARY SYSTEM PROFILE ❑ 1:3o 0 0 M ❑ zz ❑ 00000 ❑ F -H---'HIGHEST RECORDED SCALE:3/16"=1'-0" ❑ O O C] O m ❑ V GROUNDWATER / Ww LEACHING POOL DETAIL BOTTOM J MAINTAIN MIN.TABOVE F SCALE:1/4"=1'-0" ELEV.2.52 GROUNDWATER A a Q SEAL : FILED MAP INFORMATION SUFFOLK COUNTY TAX MAP# y0 LOTS #13 AND #13A DISTRICT—J000 ON THE MAP OF "SECTION TWO 03 GARDINER'S BAY ESTATES" BLOCK-03..0000 7� BLOCK 0 FILE #275 LOT 006.000 CONC , n r _"_ cr EAST MARION, i MON. V' 2 C7 i W TOWN OF SOUTHOLD, I ELEV. 2 SUFFOLK COUNTY, N:Y. l 15.0 �jo N 71930 0 AFES SIO'�'P 0 ELS, O 7 CONC O'O stOO MON O 1500 GALLON PRECAST 1 CONCRETE SEPTIC TANK RIM. ELEV. 18.50 4" DW. SDR35 PIPE SLOPED AT 1/4" PER COIVC FT. MIN. (TYP.) MON; \tea yIXP CONC �P� # LP �.� GG i� 8' DIA. X 6' DEEP 8' DIA. X 8' DEEP �GF' G 0j \Os �� PRECAST CONCRETE N DTRYWEL FARI10-NG COINER \Q� ��,• '\� 1 LEACHING POOL EACH A/ AND CONCRETE MANHOLE COVER G �' `� ST 0 A\ w �� O\� `9• O�Ci� '\�j'P` S \pR�y �C� V �O•C a Fes—+ v� C, 1 .1D�y 'ate Faces .00,, '�� E M N' C,-\ G�y 00. LnZi CONC. 1g 5 %� �O r's. 3 `�� i9. ��P�yE i—i W� FZ MON '�C S� P�� sP�o �o ,\�' rA Z N O Q 12 '� O PCO y' � cd Oljll �O 1'`:;:t_ ary �j• �6R; SF DWY. low C a ANG 4 O�'aG 1.4 /W� O Gfi CONIC eR�c� ELAS\ E i O ~ O p W \ry MON, � pORODWY ` Q9� LINE � 1-4 u - W ~ A H CIA x O _• a F C7 A ate, A SEAL : PROPERTY WITHIN 150' 0 y� FILED MAP INFORMATION SUFFOLK COUNTY TAX MAP# �` - - 14 EAST: IMPROVED AND PA CONNECTED TO PUBLIC Gj DISTRICTS000 LOTS #13 AND #13A , _ WATER ON TIE MAP OF "SECTION TWO SECTION-037.00 �� $' `\ c GARDINER'S BAY ESTATES" BLOCK 03.00 OHC. ` \ r ' FILE #275 LOT 006.000 EAST MARION, Lu PROPERTY WITHIN + 01 TOWN OF SOUTHOLD, NORTH: IMPROVED AND '�6 MON LEy I ZN r SUFFOLK COUNTY, N.Y. WA"F-NRECIED TO PUBLIC ^ �� 75.0 Y/ �(\ 7 93 O A�OFESSIONP� CL 6ONC. 0.0 S 154 ALLON PRECASTC '\� �� OtCR SEPTIC 18.5TANK '^ �p % \` \ \\ J J, 0 m O It 01 ��Y� N 6', \ EXP. �' I LP //CoN NMO " Ct31�O�1T��,cLP i0 1I 8r' DIAX 6DEEP\\��\O, II N PRECAST CONCRETE N \� O 1 00 i LEACHING POOL EACI 1 n 1 UW O ' os oR� •��. I .. 'Q -7GP FO J N S� CO I o �+DN. w S� P , NOTE ^ P � � Oinstalled o Santa13v 0. 7g o ��. 3o CONc o j•.YC�PCI{V:WS MON" -\9 co N Nt14 -gZ PROPERTY WITHIN 150' U M n 1� SOUTH: IMPROVED AND TEST H 0 LE zaNU en v CONNECTED TO PUBLIC N N W 1 Jo v; y`; \ 67' NO .OWy WATER DUG 08/30/2019 BY McDONALD GEOSCIENCE N N I �� t• P ELEV.=19.3' 1.0' 0, DARK BROWN LOAM (OL) U ` LIC COUAITY PARTMENT O�,c�, EALTH SERVICES G� 3.0' BROWN SILTY SAND (SM) EW- '~ PROPERTY WITH 150' CO ; �� PERMIT F r APPR01fAL OF F` : RUCTION ®R _ O •� A WEST: IMPROVED AND O NC eR R 4 W CONNECTED TO PUBLIC MON OCO N ,NE DWI, SIN LE FA LY RESIDENCE Oi�l.� � zo z zo a WATER EL ON rnc` .q cd �„� N 'fJ 19 ' 0 OCT 2 2 2 2 _ M c � x x � C-4W pA�' i-.� REF. �� W �✓� 13.0' PALE BROWN FINE SAND (SP) A A u APPROVED N a a A O w FOR MAXIM M Or BEDROOMS C) • d d N .. E PIRES THREE YEARS FROM DATE Of APPROVAL. � z 17' . ' ai ai �' zz COMMENTS: NO WATER ENCOUNTERED U LI N •-' w A W A SEAL : IT-0"O.D. OF NE � A LOFT e )Q 0 BATH#2 GARAGE PLAN W/ 0 OPEN TO BELOW ATTIC Lu STORAGE Z ABOVE N� BEDROOM#2 .O 930 LOCKING CASTING WALK IN CLOSET RpFESS1pNP TO GRADE FIN.GRAD E INLET PIPE 4°DIA 20.1 20" MIN. a0 N SDR35 PIPE,PITCH AT MIN.1/4'PERFT. SDR35 IPE,PIPEPITCH DWELLING -SECOND FLOOR PLAN GARAGE FLOOR PLAN � SDR35 PIPE,PITCH INLET c AT MIN.1/8"PER FT. pi•+ NLET '~ .00-� NOTES , o ,V REINFORCED PRECASTDCONCRETE BEDROOM#1 zo co G i BOTTOM AND 3'WALLS. e in •• BAFFLE 'n 2 AN 8 FEET IN DIAMETER BY 8 FEET O WALL HIGH APPROVED PRECAST CONCRETE SOLID RING. BATH# 3. AN APPROVED PRECAST CONCRETE W THICK MIN. ;.:...-y....: _ ;•}.,. SLAB TOP IN LAWN AREAS. LIVING PANTRY • 8'-0"O.D. 4. DROP T's MUST BE PINNED OR ROOM OTHERWISE FIRMLY ATTACHED. O O DINING 1500 GAL. SEPTIC TANK S. LIQUID DEPTH MUST BES-8'. O o ROOM SCALE:1/4"=1'-0" KITCHEN0 W nI"I DWELLING- FIRST FLOOR PLAN WU SCALE:1/8"=r-0" 0-1• Z c" ~ N CONCRETE HOUSE F.F. M bCOVER ELEV.21.60 F+, r� M CONCRETE RIM EL.18.50 1.4 COLLAR CLEAN `~ I OUT INLET PIPE 4"DIA. FIN_GRADE EL.18.50 FIN.GRADE EL.18.50 �_4 �--I SDR35 PIPE,PITCH TOP OF SLABOUTLET PIPE 4'DIA. RIM EL.17.50 w N PRECAST CONCRETE 13 C� 0 O D O O AT MIN.1/4'PER FT. ELEV.16.67 SDR35 PIPE,PITCH p p� H LEACHING POOL AT MIN.1/8'PER FT. TOP OF SLABEACH @ 3'-0H GH SECTION E-3 Q = 0 0 0 E3 INV.EL.16.14 ELEV.15.50 2 U M NOTE: r� _ E3 O 0 0 0 0 O INV.EL.15.58 LEACHING POOL#2 0 o Z 01 u en -A BASEMENT INV.EL.15.08 l= O [� l0 O N N W W _-Icon O 0 0 0 O 0 M 0 ELEV.14.10 E3 O O O O O C3 NOT SHOWN IN PROFILE. M H /1 ''C� 0 O EM O O O C3 LEACHING POOL#2 N N `1 INV.EL.14.52 CCS o O O 0 O � O O zT-o^ D l0 O O O l� O INV.ELEV.IN IS 14.52. v r, A (~/] + � p-1 EJ [Z3 O O O OO E 000 0000 [J] w T MIN. O O O O 0 O 0 E T MIN. C3 O O =1 [= O 0 W [xl Q O W IL COLLAR I O I= ED O = M 0 E COLLAR 0 l0 O O 1= O C3 00 0 o O =1 E3 - 0000000 w � • vr`-� �"+ .:..:... 00000000 o N z. C7 � o a U)O w. 6'MIN.PENETRATION N y W W BACKFILL MATERIAL TO BE INTO VIRGIN STRATA ELEV 011.54 a BOTTOM M E ' I•--1 N A Ei CLEAN SAND AND GRAVEL z ai a OF SAND AND GRAVEL ELEV•.SA'r LEACHING POOL 7', T, y N W I�3 INV.OUT 10.83 O O P4 Zo a (CROSS-OVER PIPE) u u W HIGHEST RECORDED _7m a A GROUNDWATER HIGHEST EXPECTED ALI 0W N �wr� w GROUNDWATER ELEV.1.17Q N O LEACHING POOL DETAIL ' SCALE., =1'-0" W > z z CAN Ri PG SANITARY SYSTEM PROFILE SCALE:3/16"=1'-0" N 0 TEST HOLE NOTE: ELEVATIONS ARE IN THE NORTH AMERICAN VERTICAL DATUM 1988 74\ DUG 08/30/2019 BY McDONALD GEOSCIENCE 7S, CONC ELEV.=19.3' ` `> MON.' 1 ro I ol 1 .0' DARK BROWN LOAM OL 0 3.0 BROWN SILTY SAND SM 4' ONC r 6" Q ' 01 \�\ / ^ , ..� \' t` Ico M0N. 13 P.0' ' PALE BROWN FINE SAND SI' o�E '`� Py �`�. 7 jJ,�p, �O\ MON. \\�QGF O o¢�JEVaPy �P I 1 1 \\ CON MOC. N' 17ol COMMENTS: NO WATER ENCOUNTERED --- 19, o GJI ACG 0O a� mss, - y MO colvC i v cl Fdc O, oo �� _ i 1 1I�¢P�G� F rn "�°• 0 \ vAy o �Op.�G�G,��O o. O > v� ti F � o � , I FCONC -, SPS\Gt SSS S 3� MON. 26• '"o. � � NG PG � 1 L °��A �oy y. S. $� GUARANTEED T0: DANIEL & NANCY WRIGHT f/ I •O a O JE -VIP O' PARCEL AREA = 8,638 SQUARE FEET Lj JAI 2 0 2021 S\o�� o 0- CONC �c� �EC 01 -24-2021 UPDATE SURVEY — LOCATE FOUNDATION UNDER CONSTRUCTION Cy�� / MON•' ONRINE DWr. B 12-28-2019 UPDATE SURVEY — ADD TOPOGRAPHY �,,;,••_ _; •,: o �, O A 10-19-2013 OUTLINE SURVEY r..•vi• r:iv vr:;, :i:.4.sG_a!i� �'iP `9� REV. DATE DESCRIPTION SURVEYED BY: SUFFOLK COUNTY TAX MAP LOTS #13 AND #13A "o.0% DISTRICT—1 FRANCIS X. KARL L.S. ON THE MAP OF "SECTION` TWO — 27 ARTHUR AVENUE 000 o SECTION 037.00 GARDINER'S BAY ESTATES" F BLUE POINT, N.Y. BLOCK 03.00 FILE #275— FILED SEPTEMBER 23, 1927 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 11715 LOT 006.000 SITUATED AT SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS (631) 363-2891 PHONE EAST MARION SURVEY MAP NOT BEARING THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. GUARANTEES (631) 363-2892 FAX 7 INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 2105 OLD ORCHARD ROAD 01-24-2021 UC.dwy TOWN OF SOUTHOLD, SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, SCALE 1 "= 20' 2105 OLD ORCHARD ROAD 01-07-2020 TOPO.txt GOVERNMENTAL AGENCY, OR LENDING INSTITUTION. GUARANTEES ARE NOT SUFFOLK COUNTY, N.Y. TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. a SEAL : �� •��® PROPERTY WITHIN 150' QF-NE FILED MAP INFORMATION SUFFOLK COUNTY TAX MAP# EAST: IMPROVED AND CONNECTED TO PUBLIC p YO LB OTS #13 AND, 13A �P LOTS #13 1 g 2OZ2 ` WATER ON THE MAP OF "SECTION TWO SECTION-037.00 JAS' 9 GARDINER'S BAY ESTATES" BLOCK 03.00 FILE x/275 LOT 006.000 �1�� CONC �� r EAST M NQj , PROPERTY WITHIN 150' C®.� LT11 S�Q► GT. MON C) I LU TO F So NORTH: IMPROVED AND �UFF r,��r'i�\�°' �� ECS, 2 p z FCC C COUNTY, A;Y. WATER TO PUBLIC �jo N Off71930 , Q RoF SS1 Nps. d� ©�. IN ��, j G CONC 0.0 'L�°�C, �'p ��L�' J SEEPS 'CCN. p .o, � N 1500 GALLON PRECAST CONCRETE SEPTIC TANK �O CON � � N �� CONC- �� '�'A� ct' ^ LP MON 'S� 0 -n �l� �o IP , d G� 8' DIA. X 6' DEEP N r\ �j dL g i I PRECAST CONCRETE �� ' LEACHING POOL EACH ^/ LP 11 10\j l 1 l FGG � Q 140. Z GPS O 11OOG'�' �Q� �`'�. � �~ .�OIF� MON ��c W rv~ ,� � 6' P!•A �a GP�`7 p� • 9�A F F 0 1 �I �S� -- � <� Q. 19 � �1`GG��9~j rA 612 � P �. a s a a � ►--� � d' 2 ro g� PROPERTY WITHIN 150' Z \ .� SOUTH: IMPROVED AND TEST HOLE v :`YJ _COR. v CONNECTED TO PUBLIC cv o o �i ^' T� M ='4 0 67' S. WATER DUG 08/ 30/2019 BY MCDONALD GEOSCIENCE �'�"•. 1c. tP..:" N ELEV.=19.3' ^ . a ,; k-rOVNy o� 0. 1.0' 1. DARK BROWN LOAM (OL) h� a �! (\�r'E oC p�� cG 0 3.0, BROWN SILTY SAND (SM) PROPERTY WITHIN 150' E `V c�\O Jam+ r�i v A WEST: IMPROVED AND O CONC_ e�``c R�' — a CONNECTED TO PUBLIC MON' ONROF D'' C', O N Q W WATER ELINE OAEV N N W 1.-4U N A (� PALE BROWN FINE SAND (SP) O 13.0' Q A A W o A C N 04 w w cV �+ C14 AS-BUILT SEPTIC SYSTEM PLAN ' ' ' z �r SCALE:1"=20-0" COMMENTS: NO WATER ENCOUNTERED Q 'I M N 0 A a A i SEAL 8'-0"O.D. P•(<(iOp E YO� LOFT e a 0 BATH#2 GARAGE f a 'I W Lu 0 PLAN W/ C� 2 OPEN TO BELOW ATTIC ' STORAGE ABOVE 719-315 BEDROOM#2 FE s\ :D LOCKING CASTING WALK IN CLOSET FIN.GRAD F TO GRADE X INLET PIPE 4"DIA. 20" MIN. O0 N SDR35PI4EPPER ITCH OUTLET PIPE4"DIA. DWELLING -SECOND FLOOR PLAN GARAGE FLOOR PLAN AT SDR35 PIPE,PITCH L c AT MIN.118'PER FT, SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" O t4 IN ZD ONOTES , .4 1. A MIN.OF 4"APPROVED _ c !: Q REINFORCED PRECAST CONCRETE BEDROOM#1 io m `O :` BOTTOM AND 3"WALLS, e in BAFFLE L 2. AN 8 FEET IN DIAMETER BY 6 FEET WALL-4, HIGH APPROVED PRECAST CONCRETE SOLID RING. BATH# 4 3. AN APPROVED PRECAST 4 CONCRETE 6"THICK MIN. ,,,:, -y. .•,; SLAB TOP IN LAWN AREAS. LIVING PANTRY 1E 4. DROP Ts MUST BE PINNED OR ROOM 11 _ J 8'-0"O.D. OTHERWISE FIRMLY ATTACHED. O o DINING lr�Vl 1500 GAL. SEPTIC TANK S. LIQUID DEPTH MUST BEV-0". O O ROOM r , w SCALE:1/4"=1'-0" V KITCHEN �wJ I� F---1 DWELLING - FIRST FLOOR PLANFIN QRADF SCALE:1/8"=V-0" :q iv Yd HOUSE F.F. CONCRETE ELEV.21.60 4 xQ COVER CONCRETE CLEAN RIM EL.18.50 M COLLAR T131OUT INLET PIPE 4"DIA FIN,GRADE EL.18.50 FIN.GRADE EL.18.50 1`-'-I e� SDR35 PIPE,PITCH RIM EL.17.50 AT MIN.1/4"PER FT. TOP OF SLAB OUTLET PIPE 4"DIA. N PRECAST CONCRETE ELEV.16.67 SDR35 PIPE,PITCH H...( �' 'T O O O O O O w a a a ✓ LEACHING POOL TOP OF SLAB EACH SECTION O O O D O O O AT MIN.1/8"PER FT. ELEV.15.50 U M INV.EL.16.14 @ 3'-0"HIGH O O L7 O O C� O J E3 D O H O C� O INV.EL.15.58 INV,EL.15.08 NOTE: N N N W ,b BASEMENT p O O O O O p LEACHING POOL#2 N cv o o O O O O O ' p C7 O O O C7 p LEACHINSHOWN POOL#2 IN FILE, N N Q A O ELEV.14.10 a C3 � O O O C7 C] NOT INV.EL.14.52 o h•�i =O O O � � 0 0 0 ZT'-0" + p 0 � O Opp INV'ELEV.IN IS 14.52. w T MIN. O 0 O O O O E T MIN. ODD O Cp C7 O �4 �"" A•+ EL COLLAR 3 O O O O O O C3 E COLLAR 0 O O O O O C3 fx O O ~( W ao 0 0 0 M -• 0000000 rA AZA y o w 6'MIN,PENETRATION BOTTOM e'-°" No N O y W W N N A H BACKFILL MATERIAL TO BE ¢02 INTO VIRGIN STRATA ELEV.11.54 BOTTOM C-41.-4 U� � N ,� Cd � CLEAN SAND AND GRAVEL w Ix OF SAND AND GRAVEL ELEV.5.17 LEACHING POOL W5 INV.OUT 10.83 .�+ � �+ ih LU (CROSS-OVER PIPE) Q� O� OO HIGHEST RECORDED ----------------------- v� �Qy rA rA A O N GROUNDWATER HIGHEST EXPECTED a W W N I-II O I� GROUNDWATER ELEV.1.17 � H P. � C7 .. LEACHING POOL DETAIL N e SCALE:1/4"=1'l , > > SANITARY SYSTEM PROFILE Q SCALE:3/16"=1'-0" F cn N .� Q o A a A &OF NEW J, I y1 c is //fesRESeheek Software Version 4.6.1 _�- RESeheek Software Version 4.6.1 ms fee Feundatlen Insped(an Campllas7' Comments/AsnmptloAs 6 Compliance Certificate �^p)la^ra5t°remanb ma yoP°sod DUBOinp design deeWbatl Deals wnsntont wlhNe DUOding pl°m spednwtlons and other kulaHom subminetlwMtlle petmlt°PPnwdon.The proposM bundln0 nos boen amlgne4 to meet Ina 2o151ECC mgmmmenbb I Ins eetion Checklist 303.2.1' A nteNve mvadn Is msbgee to i;❑C m Ile RegWrement wgl bam. Q PEScheck Version 4.6.1..-0 W wmply with tho mandatory requlremenb listed In da PEScheck Inspection Checklist. {F0111x probct exposed ectedm Insulation ❑Roes Not I FEESIOt1P ntl exOerWs a minimum of 6 lo.bebw I IL arae Energy Code:2025 IECC 6- grad. ❑Nat Observable) Tire, "Oboe dam Requirements:39.0%were addressed directly in the REScheck software 131,1atAvelkable Project Wright residence Test In the•Comments/Assumptlons'mlurn 1providedt, user in Ne REScheck Requiremems screen.For each 403.9 snore-PiWlw- .18.9systemc°nuds:❑Campun , IfO12P Installed. Not j requirement,the user certifies Nat a code requirement will be met and haw that Is documented.or that an exception I Energy Code 2015 IECC k balnq claimed.Where compliance I5 iteml:ed In a separate lobi.,a reference to that table Is provided. :❑Not Observable I O Lowtl°n: Suffolk County,NOW York ;❑Nat APPOc.ble ConsWctimilype: Single-famlly Soao� .Pro-InapactlonlPlon 0.evlaw 'Pio Vndflod. Plold VerlOod Compllos7• 'commsnts/Aseumptions' Additional Comments/AssureptlOml •� Pralect Type: New.C.nstruetlon bAa'.Ilf- nVelua' Valuo' - ConditionedFla°lAme:490/t2 ]03.1, tgrOWNon dr°wingsaM - ='❑Camplim Requirement will be met 1032 dotummtation demonstrate ii❑Does Not GIOnnB Area 11% (Pail' energy cpdecompBanWf°rlhe - - r- - A Oimsta Zone: 4 5999 NDD - - - -17[1 t observable Penult Oats: ( ) '61 �°i i�amvelape.7nennal - ❑NMApplicable aniwmp1e°n drum nb. - - --1 I r ParmR Number. 1031, Cammincilondrawbigsand =N. '; Compilvb U Construction Sim: Owner/AgenC CIA nerfContractor, 1032, da°m¢ntatlon demmsbam `.;-,y,',1 ^',I❑oor Net i a 9 403.7 Melgy tilde compliance fof 2305Old Orchard lane IPU Pascarella (PR31t Ig hung and mchanlwlsy tams.' - ❑Not ObservableI East Marlon.NY 12939 Wlg1"'"'lla P.E.,Pl1C D Systems serving muldele '❑Not Applicable , y�v 2061 Deer Park Avenue dwelling=must d"-"ro rab - i 1""I Deer Park.NY 11729 pHa=wlth de IECC __- (631)421-3734 ComnuNPlel pie shlons. - 3D2.1.� ',Neatinp anti caolln9 equipment la 5 rq: Healing: ❑Compiles rrj W 403.7 sired p¢IACU Manual s base. Bni/hf +Slulhl_ bDaes Not - (PR211 oribeduced.l.tedperACU CooilnB: C*In I❑N.t ObseNeble E{ Nanoeljof[hermedod5 BtWhr_ I Btumr_ F"t z r4mp11-s.l%eetbrTnaneods -1mum VA 214j 4w,r un:2oa Haximam5HGC:O4 j pa11NGC:D,281 dPprewed by Me cable oHi[lal 1 i'❑NOt Applicable ao°ss�pne.m�s v,TMm�xunmammasanwm rcnm.mam'W.na Nsrmmea m,masa.aamme. I j � 1-1 nww ea,Wmwm¢,dwM m.nwammmNrnrow^ �k., Additional Commsnts/Assumptions: V Envelope Assemblies a z a v l N M W r-1 M Nanh:Woad Fmme,16'o.e 817 19.0 0.0 0.060 33 � Window4:Vi.yVFRmrglasd Fwm.D-bk Parre.Ith LmR 60 0.310 39 z 11 SHGC:0.26 West Wood Frmn'16`p.G 379 19.0 0.0 0.060 22 rA.. L.I Q.'Z' Window 2:Vinyl/Fiberglass Fmme:Double Pane with Uw-E 11 0310 3 Vl C1l SC SHGO 0.28 � M yg b South:Wood Frame.16'v.<. 617 19.0 0.0 0.050 33 F"H Window 3:WrryUflDeryessFreme:OoublaPenn wldWw-E ]S 0310 13 SHGC:0.28 F� "¢I East Wood Fmme.16•o.c 379 19.0 0.0 0.060 is ��./ F 37.ycl W Door l:Glass 60 0.310 25 ZSHGC 0.28 :Fr] O {aL7 Floor l:NMood lolstR)Ad$:Ovv Unconditioned Spare 124 30.0 OR 0.033 4 1 U N a F, Calling 2:Cathedral CefIng 768 42.0 0.0 0.025 19 I�1 filling 3:Flat Ceiling or Scissor Trus; 116 30.0 0.0 0.035 4 1 Hlgh Impact(mer]I 2 IMedflum Impact(nM 21 ,'3.law lm ct(TIM 3) 1 High imact mer l) 12 IMMIurn Impact nler2l '3;tow lmp.t liter 3l PmjeQTitle:Wright residence Reportdate: 11/1920 Project Title:Wright residence Report date: 1111920 Project Title:Wright residence Report date: 1U3920 Project Title;Wright residence Report date: 11/1920 W Data filename:CAUsersillErI%COMch.k%OocumentslElR De5ignlDrewingsUsascorella12019\39D7 Wright Page l af10 Data filename:CAUsersWrIclDocumentslEjR Dmign%DmwingslPascarella1201911907 Wright Page 2 ollO Data filename:C:WserstEdclDommentsJEJR Design%CmswingslPasca eIIa120I%l907 Wright Page 3.f10 Data filename:C:lUserslErlclDocumEnts%EJR DeslgnWrawings%PascareIIaUD19119O7 Wright Page 4.730 PesldenceVUcMCOM[heck\Wrlgh[Lrck pesldence%ArchlCOMcheclgWdghti.mk Residence*ch1COMcheck\Wdghtl.rck Residence*ch%COMcheck\Wdghtl.rck o :t7 a Settlan Piano Varifletl „field Verinad ' - _ Section - - p. FwminB/Rough-le InbPectiin Vpluo• Valua Compllea2 Ctmes',its/Aaaumpdona: a: InsulAtlon Inspection. Pinna Vodfiatl Field Varixed „Cam IIoaT' ,Comments/Assum Ions p r -Final Inspection Pfovl4loms Plana Varmetl Flold Vodnad Compliasi .CommontsfAgaum tions Pe.ID Value- Value. P 6 R .ID - Vaiva Value' - p N 402.1.1, Glaring Ufactor lareaweighted U•_ U_ ;❑Campges jsm Vw Envelope Awemdies 303:1 All installed Ins.latlon is iab¢led ❑Complies 'Aequlr¢men1.111 be met 402.1.1. Cefling Insulation P-value. R" 'R- ❑Complies See WEmNopeAssemDnn 402.3.1, evere9el• { ❑pori Not mddbvduas IIN131x ar the Installed R-values i❑Does Nat 1 403.2.1, i I i dub dvwAw,` W -0023.3, I 1 I ,O Wood ❑Wood ❑Goes Nat 407.3.6, I ❑Nat Observable I •0 Provlded. 1 I 4022.2. ;❑ ,❑Not Observable, ❑Nat Obscrva01e1 401126 ;Steel sled j Ip�2P .I Na[Ap00wble I I❑No[Ap011caD1¢ 1 IFlip I t Mot Applicable 0 402.1.1, Floor Insulation R-value. R•_ R. Complies Ism tlm EnvelapeAsembaep J I 7 ( 4 0.2.6 ❑Wood j❑Woo ;❑d Dec.Not ,rade lory°r°m' V O 303.1.1.1.C¢IOn 1 bdon instaned ❑Cam n Regwremene cam bo met. (INl]t j❑Not Observable 303.2 nu aclu ars Insuuctlons er - + []Does NDt 303.1.3 U-/attars of fenestredon protluctb ",=❑Compllm 111¢quirement will Do met. ClScoel ❑Steel 1 f {FRdjt a tlthermined In ecc4rtlarKe ,❑Dees Not j j with from NFthxfprewdure or i ! Not AOpllcable 1 IFDP Bl OIli.Insulation marked every ''i❑Not ObsMvableI O taken/mm d.dalault bble. - - Cl"observable 1 i ]00 Ra. ❑Not Applicable __-❑Na[Applkable j 303.2, Floorinwl.tlon Instailed%r Complies jRequlremrnt wiO be met I 402A.1.1 Nrbankranddermal Domer ❑ComPlles Requirementwillbemet 002.117 lecturers InStmmam arW - ❑Does Not 402.23 Vended attics with a4 permeable - ❑Compiles IRequirementwilltre es. tFR23P Installed per manufacturers - ❑ (IN2P Insubstsntlalcondetw0hde 1 IFU212 Insulation Include bathe adjacent ❑Comp N[ 11 Irtwctlarts. { ` Does Not J 'Lb underside of the sublier,or Hoar j❑N[Obberva0le1 - be salitand cave vents that ❑N at Observable .] a Mot ODsenna fraMnB wiry I.W.U.H in ❑N°t Applicable I _ds°ver Insulation. - '`„' 1 CC jf ❑Not Applicable i W ^' ;,-a❑Nat ApPllwDle I tooled wld the topside of d OrmVi lif or cantinuous 4022.4 Amc access haKh and door I P•_ R• I❑Gampllm Pequlrement will Do met 407.4.3 F¢nmtratlon that Is not site built ❑[omplles Requirement will be met. i I Insulotionbinstall¢d on da ; IFDP Insulation aR•valu.of do I ❑Does Not W IFR2DP IS listed and la0eled as meetlnp ❑Over Not i untlers[do of Oom fmming and adjacant0ssembty. f❑Nat Observable OC AAMA 1"/""SA 10"S.2/A440 _ " ❑Not Observable 1 extends fmm the bottom m the or has Infiltrationrates per NfRC to fallpedmemrfle rtramIng ;❑x of Applicable 400 dot do not exceed code ❑Not Appikabla I _ .. , Bmlb. '.I 1 D°rs• - 403A.1.2 Blawerdoor test®Sit Ps o-5 AOI 50._ TACH 50._ !❑Campllea IPepWremetwOl De met 402.4,5 IGmbdr.c¢asedliphtln9flxtures CompHaf jRequir¢mentwNbamet 402.L1,-Wall lnsulvit, R-vaI If thislsnjR-_ R- CamPlles I-trutondwoAssemNks JR171s achInClimateZonasl-2,and Does Nat i a -0012.5, Il wld a[least%of de jO Waod I❑Wow! HOaes Net ;°�e°YVOOr"tt' <.3 ed In Obnate Zorres 341. j 1 j❑N[Observable: IFP16p sealed at housingMtedor moan - ❑Dam Npt 402,2.6 war DOUI1 on de wag nal lnbelN to lntllcate s2.0 chn - ❑Not Observable l 0N3P a#edoq de exleme"Asee.iI Mass ❑Mass I❑NatC-m.ble' j I :❑Nal Ap011wb1e j Iwk.0e et 75 Pe. ,y❑Not APPncabb I '� requiremealappiles(FRIW. Steel I❑Sle¢I f❑Not Applicable I 403.2.3 Duct Ughtnesl Mst.,Wt.f<.di d Do chN100 j❑Compiles I IF14P cfmAOO R2 o`n2.'!;!.-=-"' ors da syaKm ar.T ;TT ❑pomp Not W -003.71 Supply and return tivcts In aWca - "1-❑ComPllef I ! I ..30.1100 R2 withal aV I I I U IFRI2P blselel=:7R-8 where dote ❑roes Nat I 303.7 Waglmulatlan is lmblletl _❑Compiles lundlar®25 PJ.For oInIn I❑N[Observable IFQ7y VinOres In dametM anti>. par RepuirementwN Oe met i 1 R-fi.here<3SUpPN and '^❑Not Observebl°j RNP Imanlamrcrs lnswcdonl - ❑ppeg at 1 resb.vatic soon mayneeab I 1 j❑roe ApplloDle return ducts In=otions/ - - 1❑NotApPc=b otter du Fmmin Ins tlow ' the bulldln9InPWated>e P-6(or - 1 I ❑xato�ervawal 4033.2 Duch aro car-sswe tested l° j dmn00 dmn0q lucimmles diameter.3lnd"and R-0.2 - {J I i❑Nat AppOWblO lM2]P debrmin air leakage vrid ,RT ;fT j❑Does Na[ j for<3Inchb bdhinu r. Additional Commons/Assum Ions: IAM:Rou0MiA[est Total leakage measured wide 1 ❑No[Observeblel 403,33.5 Will! 1,11,,,no[used as �.JJ❑Compllm pressure differential Of 0.l lndi I I❑xOt Applicable (FR1SP ducts Or ple.ums. - f '3❑Does Not q.across the sysdminUuding; i V V - -`.Ullot Observable de r.m.fazhperadrhBndler ; Lll -.,❑Not AppgwDle enclosura Hinstalied altlme d I 403.4 HVAC piMnp tPrweyln9 Ouids R•_ R-_ ;❑Complies I 'Leake mdwM eF.Tdtal l j j 1 Fj• P4 1i0.17P bwe 105°F or Ch fled HuWb ❑apes Nat i pnssurc 6RMentlal al0.11Mh , I r: .. be bw 55eFarahtsulatedtoxP• j M I l 3• ❑N[Observable j 403.0.1 Protection O/Insulation on HVAC I ❑Compll¢s I =the ins manufdtlUrarb air I I qa. 411 I ❑Not Applicable I IFP341t piping. o-= ❑pppg Net handlM MKlasure. f ` '-� FR _ ❑NatINot Dle IF12417.1 Nrmeujwka9e designatetl ❑Compiles j WSJ; F IF12dl' n /accord et-2%of ❑Does Not WWWW 4J - ICNot APPOwble I d Ian drraw. -_ _ I❑N tPpPiiwbb f i7�rs"spC3 z V 403.5.3 Hot watMdpea arelnsulaledm R•_ R-_ pfim ❑ot Observable) H• i ag3.1.1_.Progmmmabled tats - - - ❑Compiles V [Pelee zR-3. 1 j❑poes Rpt _ f J 3 U 1 j IN9P In#alled(orcontrol o/Pdm°rY _ ❑Dom Not I. '9 7 I ,❑Nat Ob6 able) hvaOngeM woHnp systemb°nit - _ i❑N°t Obscradd. 'a:J A, 1 i phot Applicable =fly by manf.dererb .ate ❑Nat ApPlkeDb 1 n' C 403.6 Automa0c or""tlampem ere" _ _i Complies IRequDement w91 be met. -."=• coda sPmclOwtlonz _ _, ..'.• ` (F0.19P_lostalled°n.11 oulooralr ❑Does Nat i -003.1,2 H¢ot ump dermmfat lnst.11ed - _ Intakes erW exhausts - "� (FI30P on hwt pumps. ' l ❑peas Not I _ _ ;]❑Not Observable) v �;5.`u�">_;1 ClamsComNet ❑Not ApVliwbl. ❑Nat ODservabb; p '❑Not Applicable 1 Additional Commenq/Assumptlona: 403S1 sysiews .ruderrev,r " ❑Complies I p •• o (Pole 6ystam Dave eUtamaVt Or f T i c - = 113...Net I O acwssgdv marrval wmrds. - ' '.1❑Not Observable . R'i ..,❑Not Applicable 5 1 High Imct(7ier l) 7 Medium Impact(ner 2) 3 IAwlm t ef31 1 NI hlmpactiDerl) 3 Madlum Impact Mor 2) 3.Wwimpat era - 1 HI hlmpatinerll 2 Medlum Impact(rler 2) i3'lpwlmp.ct(-3) _ 'z 1 HI him at(flet 11 7 MatlWm lm [(TIM 71 31 law Impact Ter 31 Project Title:Wright residence Reportdate: 11/192D ProjectTl[le:Wright residence Report date: 11/1920 PmJect'nNe:Wright residence Rep.rtdate: 1113920 Project Title;Wdght residence Reportdale: 11/1920 Data filename:ClUserslEdclDocumentslElR DesigmDrewingslPaScareIW1203911907 Wright Page 5 of Data filename:C:\UserslEdcW6cumentslEJR Design\Drewings\Paswrella12019119D7 Wright Page 6.)30 Data filenamr Q%UsemXEdc%DoCuments\EJR Design\DnewlngslPascareliaU01911907 Wright Page 7 of10 Data filename:C:lUsersltik\DownrentMEJR DeslgnlDrawingsiYascarella1201911907 Wright Page 8 one Reskdence*ch\COMcheck\Wdghtl.rck ResIchmce*ch1COMchecklWdgbtl.rck - ResldenceVirchICOMchecklWrlghtl.mk Reside,.IAA hlCOMchecklWrightl.mk THPSF.PIANSARR AN ANTI LAND A1M1iNr OP SERV IT Rt'I'HL'PROPURIY OF TIE ENCINEEP. Q ALTERAIION URADDITIUN TO 1 HPSIl PLANS IS A VIOLATION OF SECTION 7219 OF T13E NEW YORK STATE EDUCATION LAW. SOF NEIy) y� sacuon '. Plana Vadnca Field Varl0ed, Plana Vvanad Flatl Vail ad w Fin.IlnsP.cV. P-1.1.ns Va,uo Vanua .Compllvs7.' [.mmenblAseumpNpna - PInallnspecuonPrvvkiana Vala. Valaa 'Camplls7- EammPntslAsampHan, 2015 IECC Energy m 6 Re.lo - 6 Ro.10 - n q: ' 40 3.6.1 M mechenkal venUladon oyN m 'OCompllea I 401:3 '�[omplhnce ceNficete posted. - O Coon.. Requirement will D¢meL - 2 IF125)? 'hes not part of lasted and lktM i 0O9ea Net IFI711 .. 0Do.Not C7 HVAC equipment meet efficacy I I - 6 and air Ilm limits. - - O Nat Observable Oeat Observable 1 Efficiency Certificate q t W �ONat Applicable Qj( PESSI10 403.2 Hot water bonen supplylng h at -10 Com911as 3033 Nanuf—rer manualsfor - ��'OCompla, I , IFI26p mmumh onevr lwoylpa heatlrg 0ppo5 Not IFl1aP mechankel an0 waterheaUng - " 0D4¢s Net 1 ' cycle s have outdoor setback i y la—have been provided. ; tmltelower boiler water - to Ob—ble, T. - -'�ONot Observable, Aboye-Grads,Well 19.00 Rmpa,,.o hosed on outdoor - 'jONat Applicable "'°' Clot Applicable tem awre. _ Bolaw-Grndo Wall o.00 _ Additional Comments/0.vumptlonat 403.5.1.1 Hated water circulation Systema. j".ol, o, I Floor 30.00 1F12aP Mv..circulation pump.The r OOoes Not system r.um pipe k a dadicatetl -- _ �ONn Observable( C.111.9/it oof 42.00 1 relate"Poor'mid water supply - DUctwork(uncondltluneds ace5)t pipe.Davit'and thermos• Not Applicable p mon..Grcuiadon systems ere I t present Canbaa far .. _ •• . _,atlrg hot water system pumpssmrt me Pam0 with sigwl Wlntl4w 0.31 0.2B brhat wat¢rdamanIt wl.1.Ne °"- I Door 0.31 0.28 .."I cy.Contrak I 14 a larnatkally In afl Ne pump hen water is In clralatlon loop k te ezet•polnw t mpte erare and Handling System: nn damn mfr,hat ahr exists. a 403.5.1.2 ElecWc neat tate systems 1 Contents, Copllnp Syrtem: IF1291tmply with IEEE 515.1 or ULs. - ,OOoes Net AAp�t liControls automatically Water Hooter. djust the energy Input to me I0Nt Ohservbe J W neat traGng Iv maintain me (:Nat ApPllceble desired waterumperature In the - _ I Nord.. Data: plpin9• I comments W 403.5.2 Water distribution sysl¢ms that - Compiles IFI3011 haw,mcircuhtlon pumps that ODpes Nat 1 pump water frem o heated water' IONot Observebla ➢Ply PlpebatY tom.heat¢d '- 117Nat AIne-e , �j N w ter sourw Pipe h h,cold - �4 date lidsupply Alpe nave a f emand Parma;ba- - I� z Cn } cyst..-Pumpsnave Me - N that..e.g.opeatlon of me re 9 Paad Imitthoh-perao, v[he l entering the cold al Ipin to ering t 403,5.4 Daln water heat recovery units .'OC.mplies i = •--' IFI3111 .:sled In accordance wlm CSA 0p4es Nat y 955.1 Potebl.waterside _ ONot OOzervaole t Icy Z �1 N pressure loss of main water beat �ONat APDllcebte 7-, ^ recovery units<3 psi for I �1 Q IndlWdu dues, units connected to one twoshowem Potable water- onto pressure loss N dein water haat recovery. <2 psi for i B .Mur>ito edte I FSI x v 404.1 75%of lamps in penetrant - IOComplies I IFI611 Ortures or 75%of permanent 'ODoas Not matures have high efficacy lamps. Does not apply re low•valtage ONot Observable 1--1 O a lighting, ONet Applicable U 1 404.11, Fuelas lightlng systems have �.�T IOCompli.s a N a F IFi23j!' inuous pilot tight OD.es Not ' JONat Observable •-1:3. Appllcabla I 1 Ifilgh Impact(nor l) 1 2 IMadlum impact tiler 2) 3'1 Ign Impact Me,3) 1 JHJ2hImpact tiler l) 12 jMadiumImFpctMer2j I JUW Impact(nor 3) Pmiect'nde:Wright residence Report date: 11/19/20 Pm)e<t Title:Wright residence Rep.rtdate: 11/19120 y Data Rlename:C\Users\Eric\DOCUments\EIR DeslgnlDmwings\Pascarella\2019\1907 Wright Page 9 of10 Data Rlename:C:WSamAErlc\DocumentslEJR Design\DmwingslPascarella\201911907 Wright Page 30 010 Residence'Arch\COMcheck\Wrightl.mk ResldenceWrch\COMcheck\Wrlghtl.mk m a N m W f 0 U Z O w 9 U m a Q W O W U U W� FAj15g F W ��d z W C7o� 3 x 'c ¢ Cn N i✓•, O tto �' Z o $ R! 7 - THPSF.PLANS ARP.AN INS'i'HUMIL\r OF SIIRV ICI: AND ARUTHL'PROPUR'IY OF TnEENOINEER ALTPR{TION OR ADDITION TO 1HISII PLANS ISA VIOLATION OP SECTION 7209 OF THS NEW YORK STATEEDUCATIONLAW. SEAL: SOF NE /y4p1V PNsc P��'f' TWO STORY ADDITION AND 6-P" mI'll N \ � - 2s 20 use � A 197° V ,` ,�1t,P n0 O� ROEESSIO�P INTERIOR ALTERATIONS G°J� ' S t 13P \ O vO WRIGHT RESIDENCE PROPOSED 2ND FLOOR BALCONY \\ \ 1 112 STORY '4A a EC \\GA4RAGE/ / 6+ PgpPOSE \ vol 1� U O NSg� i ~ 2105 OLD ORCHARD ROAD Fay \�\ PROPOSED 250 S.F.(125 SF PER FLOOR] / 2 STORY ADDITION W W � v61v `� L3a PROPOSED 240 SF 2ND Qi EA T MARI N N.Y 119 3 9 �� n STORY ADDITION 2 S O O o, 0 30� �Gn � 505 a � "'JO // \O,12 N M 7:. 2 M SUFFOLK COUNT YDISAPPROVAL z > z2 List of Drawings' Simpson Strong-Tie H2A /� a D ROOF FRAMING DOUBLE TOP PLA ty � W a T-100 COVER/PLOT PLAN C) ° w CRIPP E S S T-101 NOTES JACK AND KING STUDS TO BE STRAPPED o W T-102 NOTES WITH 1 1/4"20 GA.GALV STRAPPING.12" HEADER-WIDTH VARIES N a U N Q F T-103 NOTES MIN.ON STUD FULL BEARING ON HEADER (1) PLOT PLAN A-101 FIRST FLOOR REMOVAL PLAN AND PLUMBING HEADER STUD FULLLENGTIiWALL STUD ® ® SCALE: I"=30.0' RISER DIAGRAM A-102 LOWER LEVEL AND FIRST FLOOR NOTE: ® z UPLIFT'CONNECTION IS REQUIRED AT EACH CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF A-103 SECOND FLOOR AND ROOF CONSTRUCTION PLAN 11/4"20 GA.GAL STRAPPING HEADER STUDS IN ADDITION TO ----- —- 12"MIN.ON STUD CONNECTORS AT WALL STUDS,AND AT TOP A-201 EXTERIOR ELEVATIONS NO UPLIFT AND BOTTOM OF CRIPPLES CONNECTOR REQ RED F' A-301 BUILDING SECTIONS M EN-101 ENERGY CODE COMPLIANCE POST TO GIRDER JOIST HANGER FOR EN-102 ENERGY CODE COMPLIANCE SIMPSON STRONG-TIE(CC) 2 X INSTALLATION CC INSTALL @ 16"O.C. Abreviations: TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS A.F.F.ABOVE FINISHED FLOOR � NOTE: CFM CUBIC FEET PER MINUTE pF., RIDGE CLIPS(LSTA IS): C.I.CAST IRON a' CONCRETE ALLOWABLE ASD TENSION LOADS F -1160 LBS.USE FOURTEEN(14)IOD I C OUOUT OMASONRY UNIT cu NAILS COL.COLUMN OA OVERALL Ca CONC.CONCRETE OC ON CENTER CL CENTER LINE OD OUTSIDE DIAMETER Simpson Strong-Tie OPNG OPENING HD7B DL DEAD LOAD OZ OUNCE DN DOWN ° DBDDOUBLE PSF POUNDS PER SQUARE FOOT pp PSI POUNDS PER SQUARE INCH I�a DWG.DRAWING PVC POLYVINYL CHLORIDE ° DWR DRAWER PC PIECE PERP PERPENDICULAR Simpson Strong-Tie ° ° ELL.E. ° E .ELEVATION EXTRA HEAVY CAST IRON PL PILASTER ° •° LATE LSTA 18 °..°°"O ELEC.ELECTICAL,ELECTRIC P/L PROPERTY LINE Simpson Strong-Tie EXP.JT.EXPANSION JOINT PLAS PLASTER HCP EXT.EXTERIOR,EXTERNAL PLYWD PLYWOOD STUD TO PLATE RIDGE STRAP TIE HOLD DOWN DETAIL PROP PROPERTY SIMPSON STRONG-TIE(LSTA 18) HIP CORNER PLATE SIMPSON HD7B FAB.FABRICATED PRCSTPRECAST rlj JOIST HANGER FOR LTP4 OR WRAP COIL STRAP LSTA STRAP TIE INSTALL 16"O.C. F.B.O.FURNISHED BY OWNER PREFAB PREFABRICATED V WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. @ SIMPSON STRONG-TIE(HCP) TENSION LOAD:6645 LBS PT POINT z HCP2-2X MEMBER SIZE FIN.FINISH PTN PARTITION :s] HCP4-4X MEMBER SIZE FXTR.FIXTURE QTY QUANTITY „ FL.FLOOR NOTE: 10FLUOR.FLUORESCENT R RISER �]❑ (' UPLIFT:575 LBS FDN.FOUNDATION RA RETURN AIR g z v LATERAL:FI-130 LBS 1"STANDOFF FT.FOOT,FEET RAD RADIUS r-'u- 7- LATERAL:F2-55 LBS ® FFG.FOOTING REQ'D.REQUIRED x o 3 W 3"MINIMUM SATISFIES CODE C7 0 REV REVERSE,REVISION REQUIREMENTS G.C.GENERAL CONTRACTOR RH RIGHT HAND °y SIDECOVER ® GL GLASS o 4 G.W.B.GYPSUM BOARD RO ROUGH OPENING 3 r ❑ U ROW RIGHT OF WAY WC HANDICAPPED REINF.REINFORCE,REINFORCING ySimpsonlStrong-Tie EFTA HD.WD.HARDWOOD O SECT SECTION A35F HM HOLLOW METAL MOD.SPECIFICATION CDHVAC HEATING/VENTILATING/ `AIR CONDITIONING 0TBD To be Determined N Simpson Strong-Tie LB.POUND T&G TONGUE AND GROOVETwo LTB40 H2AFFdd LL LIVE LOAD UL Undemriter's TYP.7YPICAL LT.LIGHT V F VERIFY INFIELD ory H2A L.LENGTH/LONG RAFTER TO DOUBLE TOP PLATE PROVIDE FOURTEEN MIN.MINIMUM THESE PIANSAREAN 14 IOD NAILS , MISC.MISCELLANEOUS W/WTTTj INSTRUMENTO PROPERTY( ) WC WATER CLOSET AND ARE THE PROPERTY AND ALL VALLEY CONNECTIONS JOIST TO JOIST POST TO CONC.FOOTING WD WOOD OF THE ENOINEER. TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOTINCONTRACT W/o WITHOUT ALTERAIIONORADDITION SIMPSON STRONG-TIE(H2A) SIMPSONSTRONG-TIE LTB40 SIMPSON NO NUMBER TO THESE PLANS ISA ( ) SIMPSON STRONG-TIE(MTS16,A35F,LSTA,4BP) WWF WELDED WIRE FABRIC VIOLATION OF SECTION H2A INSTALL @ 16"O.C. INSTALL AS SHOWN CBSQ44 USE BOTH MTS16 AND A35F INSTALL @ 16'O.C. NOM NOMINAL 7209OFTIfENEW YORK NTS NOT TO SCALE STATE.EDUCATION LAW. General Requirements of the Residential Code of New York State - Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads- SEAL: Table 3.4A Rafter and/or Calling Joist to Top Plate Lateral and Shear Connection Exposure B able 3.13A Wall Sheathing Requirements for Wind Loads-Exposure B StPS�oPNEh y The below listed Chapters,Sections or Appendixes are only part of the Residential Code of New Requlrements-Exposure B _-._._ ___.___.__.__ _ _ - _______ _ _ * y e cw pF 0, York State. Please refer to the Residential Code of New York State-2015 for any Chapters, (Prescr ptive Alternative to Table 3.4) -- rc<SxpM[s,ni s In I;a Ih LT Second/ 1l\'Ind Sp«d Rnph) X5 90 IDV I1V 1_251 130 Ido ISU Section,Appendixes or Exceptions,in whole or in part,that are not Noted. -- 'T5r«s«-aa eget M•Ms«N,mpn) B3 90 Im 1-o 1-0 1-o 10 1w rnN z at w STRUCTmALSNE,]HINO N J4 Unless otherwise expressly stated the words,terms,tables and figures listed within these construction wn,rcNins mist u'au N v b,aro C'am w NmIJ«IQ Eox NnIs IT«mdN) m F C i [ F [ f E i 3 a)n s l Rl(TL'R V.P.d, L �p 2 notes can be found within the Residential Code of New York State-2015. sninerml N<:entlnl Rry,rtd:nl'°chR.-MI-1,hnglmvuTl,Pu,<1'nnn n. Nn<rn:,nsr,"e m"„ H,ngalm<na"n,tr•,»>ludsl ''so 2� o:eraenrl i tLiun:a:vad sr tuna h,we5aii t'ana v.lW H-a Nan,IiNhes.a'i F \.� $ 2 _ _ 3 J °"3, J Smd SPncing BSSIONP` 2] 2 h t. I. I! ❑ O ImCh<>.ucJ V ir7lminllm Pnncl rni<Lnat Oo.l Ixo ! 2 _ _ 3 3 3 mill-.� © CHAPTER 3-BUILDING PLANNING 2 - 16 1 i "` I: 12-2J i:K i x 3 N 3 N J t 3 N i S 3'N 19 2 1 J 3 J M1 1- Section R301-Design Criteria i x 3 3 5 5 u R301.1 Design-Building and structures,and all arts there of,shall be constructed to safe) support 0 3 3 ' 3 ` nm 1<,1'd O H Don sruucruR,u.PANE:1. p g g P YP-1pill,hmlDarcb„don.-PianmT,m<34. :' nhundm,tn>inn,cr.,n.Ind.) all loads,including dead loads,live loads,roof loads,flood loads,snow loads,wind loads and seismic Tawmiwa m«ha� cm m LLN °bml'1'°gl"m,IN°E.w. IL a d st a spatmg ue<„r<Jm1; nN FelmiaOcn.N,mmofthe 1-1-the rano„d<OI till 1-r el<CN the Gdk Tdail e,le v,Ra,eTmu-'111'-11 RlaL DDehea,P.CI hhmmum land Thi,kOesslm.l lain<are,m,a pvn mei-ins ma+ n J J loads as prescribed by the Residential Code of New York State-2015. nbamiNm nn rernaaartq.imJ „kF w.n Bil<rNne,ro,wvAa<al e ° - ' Ta as-1d sp1 ping m+mast Ih,n 21«nuB sMll M1e InvulleJ in urh siJc-f a railer or n,hn8 join when fasuneJ 11 a lad Im plate 12 1'g 3'K Jx 3% 3.( 3 N 38 t'S mli«neii<in euh uJe when falrn•dma!afi mP Plan. m1ANll SNI'ATH'Nn Ili 5'N 3'x 3'K 35X ':( 7;10 I$'32 15132 If TABLE R301.2(1) - .tISNm:-a xnr Nau<rn,:u y.nna tbv:mmn Nmr�ner,a wt:mnwn Nal, 21 7:Ih '..'16 It i± I<t2 I'/12 14:32 I4'32 23'37 �-r-_ CLMATIC AND GEOGRAPHIC DESIGN CRITERIA -T t 1 h,5a1'mt ' ` 1 1 SUBJECTTODA_MAGEFR_OM_ 'Cu.SHIELD Table 3.46 Uplift Strap Connection Requirements-Exposure B ."Swl+tVea,mS,a• 1.� T -� 1 va GROUND WIND I BEISMIC IF - VIIMER NpER - 'SNOWLOAD' SPEED' DESIGN Fran ll,r OESIGN LAYMEN, I FLODp wfl FREEZING I (Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) Ia�mwLu snr.n5+ I m` _ Imps yATEGORH WaatMrin,f depM• _`_ D.e.Y TEMP' _REpUIREO' 1 HAZARDS"1 _.OE%' 1 CELI.III.OSIf FIBERBOARD Siit:\TEIIN(: I20mpl' BSevere,-3'min�Mhv_f 5lighu 13°F Yes --I N/A _�__I (PrescriptivD Alternative to Table 3.4)- •'"w"^R^,P•"•1<°Bc+""I s1udS a (snrllnu'ttl +,ac+11tuudv 1 u.pac,"1:5":m<vvvmal<,:pP—:lw wad kid o:1 Dcing :.Ln nl'and l"hit 2[, flnchct.p.c.l R301.2.1.1 Design Criteria-Residential Construction within Nassau&Suffolk Counties must be DndUilA-ri lbm:Roof1(76hngAw°mblyDL-I5psf h• x Ins"do- Illi �r5<Jxrnkn.5cm<1 ae,fnl„n<e1,Sa rmrr5,5rmaL, +6rclp,:mn+r Fr.�, nm 1. r "t. designed in accordance with the"American Forest and Paper Association(AF&PA)Wood Frame T%,, S.ndau4%,,d a.11n a I n w F, Ire v2 1'2 1'2 I'2 5,31;2 ;J - W 85 90 100 I10 12) I'D 140 Dlulem l2 mna f5.firmm.mc:nlm.nnp a-�Oeuay.1-e vm - (J� Construction Manual for One and Two Family Dwellings(WFCM)-2001" S«<d fmphl a +.,:^:"sal m air• J „ „ u+ 2 r2 2 ± 5532 7 T+MiI+<d n:n.hn dua ,a:hrdwMcr cont,+1-.0 aOJY ivr mirN mrmb<n nJlad2 O.J9.ixr:u h'�9 H Rtmfipnn NnmbaT of Sd Comnon Nails,IOd Box Nils sPuml,>n.n b<•rN-<N wd+mrnu Framing Spamng(inJ 11JA Tabula old:rcno<-a:l,p.nvl nsww<.1+rnmvF much-wmnw w,.m.."5F -l.r.w:ao a0a9 Fvr me.iivx5 e55 urn+m,n J!<G<n.w,me,un BOARD SHEATHING �t (0) m Fac11 End of I'I,4"x 2_0 gage Snap tel( awn"Iaawlne rtm'raw J,mnat. IJujonallrarn,J°nt ore.wPpanx) ('� In II 1I 1I _ __ 2 3 3 Std Sp,," oN lickeln.)Table 3.1 NailingSchedule 1-1} H3 3 Q' V 3 Numberof Number of 20 1 I ± 2 2 3 J 1 12 t:% t'K tx tN S:R 5,g 5K 5X w �_ !Dint MudpUoo C.-Neil= Bp Nil, N,il spume 12 21. 1 1 2 2 3 IJ J 1 2 2 3 4 J 5 Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind- Loads ind n In 5'N tR SK S.N 57. SAN SR 5'% V � WMto Top Phm(7oo-roiled) (-T,ble]AA) (1-e 7ab1e 3AA) pm nRer 3: I 1 2 3 3 4 S t ____ Loads-Exposure 8 _ __ _ v 5 x c N S e 5,;; S x 3'J 3,4 '-' Ceiling Jia mTop Plum(T«-toi1N) (an Trble 3.IA) (Jae Tabb J.IA) pmj,i,t 3J• 1 2 2 3 3 a 5 6 - - - ,Z Ceiling loin PidId W.(F-iled) I-Tbie 3.9A) (an TNe].9A) =artsIP , • � C'Img loin Lsw Owl PMtiOoro(Face roiled) (1-e TWie 3.9A) (uv T-Ne 3.9A) euh lap I: I I 2 _ _ 3 .1 J r�r/�••,, ~ Q ,Z ^ Collo Tie m pant,(FecewBed) (1-e Table 3.6A) 0«TNe3.6A) pm lie , Tm SrcunJ tluv V1 BI«kingm WRer(TooAailM) 2.84 2.1� nen end Ir• I I 3 J J a A! 1 110 ;n h I:1 o ❑ ® IwnBawmwne,(eaero N) 2.16d 3.16e o neM ±o z 2 3 a d s P P q Exposure B&C Q x Table,3.21 To Plate Splice Requirements for Wind- i(£3:5fE':•::'•'i;iL'lir?%-•Y,"s":fYAIL�RAB�IGr"1:)t3'i:;,iy/•+Ti-'"=1(:5•';:;, 't-7+;•:,; I6 2d 1 _ 2 J 3 45 6 F E F 1 1 6 E I E 1 C 1 6 One-Story Slab-on-Grade ' F 1 v I'm Phum Top PIMP lcwnaiW) 2.16d' 2.I. per foot 2! I _ 2 3 3 S 5 h rF'( Tm'I.-lntmmmoro(Fuaroi10) 4.16d 3-16d join,-cull ride 3: 1 2 2 1 4 5 I, 1 t,:n 9puing o `/ yy W w Sh ,.Smd(FuaroilM) 2.16d 2�16d 24'oe. JI 2 2 } 4 4 6 7 N Sheath:np L«au-ii ,,alit+-c, 'rlat--umS'al.spu,nF6:rxJ(nmmu,Sa:ls-:Incl H,..�'ux,«h<a Der F Q BeWer11Nader(Poe-:unto) Im IN 16-...N.U,.d s Tm«B-M.m Stud(BM Il=d) (a«T,bl,3.5A) (ne Table 3.3A) pm stud I: I I 2 1 3 3 j J 12 1? I! 1? I! I! I: 12 6 12 a � O omw Ir I 1 2 2 3 J e laimo:Zone O n I! n � Botuao Phm to novjoiq BuWjoi3t,Fadjoinm 24M'd 2.16d'a Mi- i! ^ 12 I! 12 n u I z J a a 6 u 6 12 12 u c n Ir I a' ("� F' BI«kin¢(Fe«duiled) 19.2 2J I 2 2 J 4 5 6 1 1! 12 1; t2 1. r. I. I; n )2 .71$,11. :;;Y,: {'.J.te. _ r+{.: RNRAeDND..^ ;.!'..•:£:.!s': J e O 21 2 2 3 1 4 5 6 g 'CJY:],m O + Join m Sill,Tilt,Phmm Girder(T-lb,f) r 48d sd-IOd pmjm,a ): _ 2 J 4 5 b 7 K '-' ... ,s Bddgilit loin(Toe-mile) 2.fid 2.IOd euheM ' n n e r, ^ 2-ed 2-IW u<hnd 3t 2 2 3 4 5 7 % 9 BI«Nog mJdn(Tasroikd) BOARD SFIGTHIbO«L,P smR:C e Blxking m sill«Tm Plan(Tmrolied) ).16d 4.161 1� .,:h bioek 12 I 2 2 3 J a 5 5 mm1M W x,.r RaA'r.M1a.s Swdng Min mum S'umnn of 4 t'om ren N„1..,,tM m:Na h L,dgm Soip 11 B<,m(F -roiled) 1 1°'. nn:nes.o<) P«svly.m Join. m0eem(T«duiI. 3.61 3.10d pmjoin If I 1 2 3 4 5 5 b z ]-16d 3.16d Din =," � i Lt,.n:.F. �.e>ql]':..✓, .-a: Betel la lin(Bud-roiled) '1 2( 2 2 J 3 4 t 6 7 i.b-r lax Sheaih 1 ? BW Joint m gillm d ile rr«-roilM) 2-164 3-16d pm f« vP,•r,t y;r• "f.-r n5�"... 24 2_4 2 2 3 J S 6 7 8 IalO iv lar she h 12. 1 t t ��_ (':;::'i 2l:.:"3((�1i•�il,.. €i,:;r"=..:,$:-' r Yit, "'4.< 'r -.,.::F',F. N Sauetunl Parol= 8d IW ,(Me Tabb310) 4 5 % E ,ulawe,n al wnrl eJge.,n. .sv. .Mv. i± _ 2 3 5 6 7 9 DiAll"I Boatel she'.a0siv8 T-8d 2-IOd pm ampmt 36 3 6 t 6 % F Nailrw<ivs m:m5n<dut luppon.:n"room 111cb0n, ...v.:.I n,S run,..�+ ., v,..,a >,1• Li] ]-ed 3.104 Pm.-poo 2 al a r. x or 1'x10'm Wdm -- :N::'✓ :.,n'••,:';'; ,.rn,.le r-r••salss:5> '8IDM791N !?tail._:.,+.ax:•:',I: ' Iml are . on ass .vm .. n not e<nman, a o°v ,,,., Prescripbvc I u b1-ed umpup Tabic 7 4 For r11 awimnR w n1n 4(e 'n n,d f exr nave' n I,rya-<mr hau neo J "'�` '' Tabula11d,olio ton,«tion rcgmrc <nb.nsumeabwlding l«nteJmF pu>ure R. DWUUJRInch n-c.lull span.va:m+e,.hwihmd anecnrJ e+.:uJ framiny m<mtcn.nno2ndY,For sun:ng mnnnmunhnd23G cndY,Oe wJ swanR' Top Plate Splice Requirements for Wind-Exposure B&C-All Other Cases � O)P+pm Weboud Sd c«Imr W len 7'Nga/10'field , n' ,hall Irc•NY[N m e:5 i,n o c w .. �o .,�+a` I fahulated uplift co n mqun a c roof and ceiling as emhly dead loaf of ps((060 a IS psi,9 fill).If _ -. ^. •n.�-(I�y�:W:q^('7i"•'{;.y;T -;e•�, k-t�(IROu.'-.,,J., e.i,r".:.:;t:�I£: -1iazsemblyu ottPus< rlfeht ee ling assembly)not ennneeteJ to the roafassembly.the ubulanJ numher ofnail-h.11 ' .r 'r+o•PmrI SIJ:nF.xananvM bo,nm4.luil ne pemnaNwDc nb,u:mN rm<,+mm:5n w5b _ �� n�v�...��.. SlmcmnI P-1. Bd 1W it-T61.3.11) b,i-nd by l-1 al-1, o f the amp TadiuiaJand spuivg>auume+wldm61- 1Sit F,+,veB -----,' RbmEeW Pevclr 7116' 6d' - )'edge/6'geld Minimum ASThf A03 Gad.33-1 a., " 23/32' eels - ]'edge/6"field Gypmm-.olio- sd<«lma 1-e«,en 7'Mg=ria•field Table 3.SA Rid a Tension Strap Connection Requirements for Wind-Exposure H , gel Ba 3.1n g Table 3.12A Roof Sheathing Requirements for Wind Loads-Exposure B P.,ti omd P-1. 86 ed (Prescriptive Alternative to Table 3.6) ----- -- -- "-- - - Di 15x6'-,1'a8' ]-Bel Z-IOd Pm rvPPcn rhI F S«ond C."I i\i,J SN'd(mPh) SS 9V Itt11 110 I!1) 13U IJP 1511 Ell a 04 1'.10--id. 3-ed 3-10d pm mown C D,,d Load AJmmpfiom;Itmf A umbly DL•IO wI ] a ti ;.r(.f: ii._;naP,%•,5:;1.- IL4]ORSatATBMO'F '..x:=".:�':�s,- iNrccScceM(ia..,µ',adSMNlmpht As 90 IW IIU 1!U 130 Ido I.sU linnp Jnncn>ian m,n>J nr nh,rc<upr•n<1 (] sinrJmal Pa«b o ' pNoWCliroN«nvnlnia«In¢IN,g vn"iaoamhgnan6aenqiB,umedroMis0rwrioaJ1Nuu'lNraanMnia8ivnng111N1eisrg8mehcamem¢WieaWsatuNnwnieuv wMpotuv heaBev,oy,bouwaclihdnsrohipeaeavaamt•dhtmnh1imi6lslgMi8v°aB gtinrtelkaaqdeu,dh6ptlninn°<,rek0areneaohf«°beurin•atuiuo,mdcrlavtn Nlaspm=nOcci m cddgucal.gulbfllewbdaelolpvabnlwN,n«iegamlitsebmneae,lMltee daeoc]NNini«t10lirom1n-o1,6nmdmrrodaBae speorrfllkt,hJoer L ]:I_' :of_20NS P «leu el IOd 2-fieRwfR;cn Spu.F ,i•N ?i%% 111nimumaneTh"k'5xn><I-)6d fmh , Dagrol B.W Sl-rhiv2 1! 1 1 _ 1-�_; 19 3i%rvn 1' 3;9 P.10--idm 0 .10dmppt 'X INJ d 1 24 % N 7'I6 77N6 I131.112131.1128NN 2 1 15:2 5:2 iltnaf�•'.,J,.�,*............ny,,..k.;e.,�.•�nru ..�l ..ll;J• :., , (�L)2J pnmi4 Ih.kBICa .4uim 3! 2 3 Sp ! ) 4 J n 7 9 BOARD S.IfF.,\TfI1NG I: 1 1 1 ' : 3 ) IJiagonnllr 1-r°atlorm-Pp-0 AIMAGANFOREST&PAPERASSOCNTION In I 1 2 _ 2 3 3 a ' RNImTna,:spacing Shnimnm Burd Thitllv,<linl 1 ,I J ' t Table 3.28 Bottom Plate to Foundation Connections(Anchor Bolts)Resisting '' 2 ! .1 1 1 5 e 5B 5 A 558 5,R 5'£: - Lateral and Shear Loads from Wind-Exposure B ? _ © s N x s'x Iv.1 )J (Prescriptive Alternative to Table 3.21 in l 3 d s n 7 d Six s N 'Har SatwM Umi NaM 5rcn:-r Re+ va IowJSpaiwNnlSmuPphwl nmN 't m NnIto amw nA1n2c'MA+rrcRM-I i,Sflpn.lvC:nF nn i, 'A ? 3 2 3 21 1 1 ; 41) 3 J E 5ts L)U.,mpait"i-Fa+uidisoHot _ 5'12 20 1 - 3 7 32 4 J 4 ^ Table 3.126 Maximum Roof Sheathing Spans for Roof Live and Snow Loads .. : lamNl and Shim L.wJ. LLtme. 3U . , t 3 J S 6 7 .. .__. __ __ -_ .__-___. -_ _----- ii If '� I : Wa Amcor Iwh.es 32•or. 3e 15�' F ' ,loon- Nmo•InJ n-n< bx A : IO2 I 1 I I O 2 ' U,ad road,\unmpllovr:Rrwf AscembNDl. 10l' _.: :____..J�_II� Ww✓/Zp- I:tun„re hnr,l,5n,aum Teblel2. IM1 I 1 1 3 I 6'>: F N'nen un<Ivrhdn arr m,J to nni+l upnR.hn'al.and shear lnaax:Fe moa:mum anrF�r lnll,pur:nR atoll nu aac�d ih<k.,ri"(inc,abuhu•d _n 1 1 - 2 3 3 Z -lots fur u,Lnl-aJslTbk 3215)or l.--aMul°ad=(T.J,Ic t?Ri im n,n... mball hnvl.nama+cc 5c,awn 3:l,;v:J3:±1 3 3 J d Namf Ln'e AVEIIICANrDRE:ir&PAPrn FSS000trIOr, r,�,,--aa�Z z TabulatNaNlmr boli N:umd,for lai:mleM>tsmlmJa auuvc xalL arc NcatMd+n a<.avdarce xnnsmmn,IJ} I-,rNvr.:ll:leat„ng n.12 !J I I _ 3 J 3 Ia-J C W$now LwJ .4 spa¢ co • , tvprs ilia lal ulaiN anent,Mn,wnnLL<^ail he Oirulad tTiN-ppmp5u:<aherthmg rypr atju+m:eN fanwmTaN:)170.!wllm r..5nv,h 11 3N I _ _ 3 , - mm rdMrmll.pxvapeareNnfca'I w, m 32 5 2n oar iD Cf Sn p•r 7U 15>r �Op, ¢ F Fm 115ieex«1JRux xSud>p<nl+grtatnt,has llpnipn.w,tryaubuhlN nicnl slue iron TaMtlSyctter 4:n 2n;plf.l,nral rnnmvna.m,nall % ! 2 3 J 5 n O W d,'ler .0 1,alit loads fsom T:NN 35. 12 I 1 i 1 1 _ 12 Span M,nimuin la: _ _ T 3 Shenhinp Tapa' I Re:ing++r Th1<lnc,c RaOerTn,<spanng 0n 1 n z 2U 1 1 _ _ - 3 3 3 firaJt lin.! PP:ipd Swn l",117 1.s 24.0 3 S '_4 24 19 2 h ,:12-12_12 1 1 _ ? 1 l J p •' Istlnth,ng tiaJt�f:C- 24 Ir, 16 2J '_J 142 I1-! T, 1 _ 3 3 4 4 a C.D.OSB) 32-Ib 1532 24 V 2J I4± o .. 1-' O ry Table 3.2C 8111 or Bottom Plate to Foundation Connections (Anchor Bolts) 6 Jn:(I 32 24 2J 24 d x z Resisting Uplift Loads from Wind-Exposure B Tabul„id<°nn«„on nqu„=„xn,a;n,nb:pemunMmb<mulup„e4 by UJU fm fan:ng 1111«nN within Nf«1 n(baJJSng 4x1., 2332 2J 2' 24 2.1 N z t� o (Prescriptive Alternative[o Tel]1e 3.2) rmn<> iv..d 5lmaunl Pand< ,r.-t lot _a 2J _J w2 TbulalN ndg,awl Ia.1,a5t,a,,.r-;Nu Lding l«anJ In l:ap,nme x lsm Sle H."G'.d . 6 201- 14 3_ 2J 2J J s T,W-d aaN,<t9on rtgmrtmcnu arc bi:N nn 111-1-Plitt minus)6-fill'nxd a„tnrbly JcM l5,v1106 a 10 R`0 l:t,icMrn n,.l'-l' 24os _.._ _24 ±4 7-,S-M Cwt W'�M + p PI edl a ,' S mM1 °0 IM Fill"TEE] lin Ian ,ahuldicJ can a'n nrc9uircmenin anlu:171 nI l2m<h riJgc.uap+pumg.fm dincrc tndee Wap spacing.multiply tb<' "gg 32„., ,^ 2J 24 21 2t B-num flan u,loundauan.n«n-r Ulla Ridecull""..-S'.6, ull"a.. aper Pna1e muliip�ler bel '_nd"un Su ^< tl aa,mum AnrA-r Bolt,Wing lin l' 32'D.C. JXuc, 1 132 24 24 2J !1 ['-nnmvm Re,:n:n pPVid°^ Ridge e-mm�ar spacing 11n1 los,. It. 192 2J JX 72 - THESE PLANS ARE AN x•FM GSna o Mul4 liar LW I!3 t n0 !tm J ra oro l umh HaarA She:nhmg aJ )a nvnn 72 71- 39 33 !x `t Connin+n I'+.'_ I6 1± I: INS'IRIIMEN'f OF SERVICE up1H l,.d. minim z:[U _s wry<•n,ne mnNnN nvmba'rnfnad<req-nNin a'hent nnn<4p:pnegml 1.1 ndtheii-911 a:mchN is a«ordJm<»iw AND ARF.THE PROPERTY TaNc il,lhe:i5lle>van anJ ALiw,I m ib,ie m%N.-d av 1'Vl,n St OF THE ENGINEER. I J uonm lx Jl )U " µryes a cull,,t1e.usN 1n Ileo nf.ndp-P.1h<number of IW common na11+requin'tl 5n ach end of the co1Hr n,nacd mu ALTERATION PLANS ADDITION I'mx'r:ptive limn,arc M+rJ on,asumnno in iablc32. < pa rya- r4 2J IN, 142 IS µ'hrn,u'h-v h5lu am-Jro rtvn uJih.�la alai.wJ,h<m1aal.iMm arNhmloh tossing<hsllm «N1h<Icsx1-(Urc sabuU ail nal the mhula,N numhcrufeJ mnsmon wils,n asneispap-Iryc numbcrof l:J W,roeihl 1-h tM ufehe 5.-ImNn'n,..J to, TO TFIESENEWISA •ccN mean-lana nnmhrr of I1A1 bra iwd>in a sisal nap. «lnilU" VIOLATION OF SECTION 7209 OF 7 FIE FIEW YORK alun tar of hfi Iwd+IT.nk3:0 nr hunlant char 4ud.£Emir32x,a'F 1,mhm,,Jo,W1,hmiehwi•srt Sr,I-n2.±.1.7 and 3223 STA'IT.EDUCATION LAW. SEAL: 8301.2.1.2 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 E AS r° weather,such as concrete or masonry slabs,unless separated from such floors or roofs by an /5�� F pF 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 die required exit door,a landing is not required for the exterior side ofthe door. 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, 7.Wood furring strips or other wood framing members attached directly to the interior of exterior - b opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of 8311.5.1 Width-Stairways shall not be less than 36 inches in clear width at all points above the p g p qpart 1201. Glazing shall comply with the CPSC 16 CFR Put 1201 criteria for Category I or masonry walls or concrete walls below grade except where an approved vapor retarder is applied ASTM E 1996 and of ASTM E 1886 referenced therein. Category 11 as indicated in Table R308.3, permitted handrail height and below the required headroom height. Handrails shall not project more between the wall and the furring strips or framing members. than 4.5 inches on either side ofthe stairway and the minimum clear width ofthe stairway at and rG MINIMUM CATEGORY CLASSIFICATION OF GLAZING TABLE R308.3 below the handrail height,including treads and landings shall not be less than 31.5 inches where a °FessloNP"' Exception:Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 - - �- Section R320-Protection Against Termites j GLAZING IN ODOR$ handrail is installed on one side and 27 inches where the handrails are provided on both sides. R320.1 Subterranean termite control-In all of Nassau and Suffolk Counties,methods of feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut G-ED PANELS GAZED PANELS AND ENCLOSURES GL4ZING IN STORXIr PC BY REGULATED BY REGJLAtEOBY I to cover the glazed openings with attachment hardware provided. Attachments shall be provided in EXPOSED SURFACER ORI COMBINAT ON GLAZING IN I ITEM 7OF SECTION REM i OF SECTION I ITEM 5 OFSECTION I SLIDING cLAss 8311.5.2 Headroom-The minimum headroom in all parts of the stairway shall not be less than 6 feet, Protection shall be by chemical soil treatment,pressure preservative treated wood in accordance with accordance with Table R301.2.1.2. ;All OF ONONE TEDE! (r.M.;og cl...) (CanMORS l...l (c.�roncl,F.l Ic,l.q cl...l I_Ic.tr9?'a4..) jC INMaC n2y E 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface �e AWPA standards listed in Section 323.1,naturally termite resistant wood or physical barriers TABLE R301.5 '+,n a nr h•., 1 __ 1 NR' 1 11 n of the landing or platform. (such as metal or plastic termite shields),or any combination of these methods. MINIMUM UNIFORMLY DIS mIBUTED LIVE LOADS \I,rrc Ihun 9, (t II M1 II 11 II II 11 (In pounds per.gtjsm fool) - " ---- �_ _- I ._ LJ I usEI LIVE LoaG 'i" 'w"""i""-" "` g 8311.5.3.1 Riser height-The maximum riser height shall be 8.25 inches.The riser shall be measured SR.rnc,r:.-..•Nry,„r,rn.m' nlr,,,;N,bnlnnl,l„r.l,•a.=_______-__zn__ vertically between leading edges ofthe adjacent treads.The greatest riser height within any flight of CHAPTER 4-FOUNDATION R308stairs shall not exceed the smallest by more than 3/8 of an inch. Section R402-Materials purposes Hazardous locations-The following shall be considered specific hazardous locations for the D,•.A>' ______ __ _ +U_ 8402.2-Concrete-All Compression Strengths for Concrete Basement Walls,Foundation Walls, U gsl,•r,r,�n:ll�„r,it ,,,, purposes of glazing: --- --- 1. Glazing in swinging doors except jalousies. 8311.5.3.2 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 8402.2. 1--a far,•.• D g S 8 P J measured horizontally between the vertical planes ofthe foremost projection of adjacent treads and at a a -------------- Ognr, 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bffold right angle to the tread's leading edge.The greatest tread depth within any flight of stairs shall not Section R403-Footings p O,I:rrdrxi.in rill:,„nlXrn,•nt,'_ _50 1 closet door assemblies. exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 .> �'' r rcr.'enirir NnrnFc>' Su• 8403.1 General-All exterior walls shall be supported on continuous solid concrete footings which W TABLE 8301.6 i _ 3. Glazing in storm doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the W MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Rrran,»nurrnnnn _ .l0 4. Glazing mall unframed swinging doors. shall have a minimum tread depth depth of 6 inches at an point. Within an flight of stairs the W PER SQUARE FOOT OF HORIZONTAL PROJECTION _ ------ g Pa g P P y P Y g resulting loads to the soil within the limitations as determined from the character ofthe soil. Footings RIBUTARY LOAOEO AREA IN 'lr°r 'w�'-. _ "'_.___ 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, shall be supported on undisturbed natural soils or engineered fill. a z T SOUAREFEET AL MR MYMEMBER I __- -___- 41T STRUCTURAL MEMBER 11 n ~ T -'- showers. Glazing in any part of a building wall enclosing these compartments where the bottom Winders are permitted,provided that the width an the tread ata point not more than 12 inches from the -ROOFELOPE _-_ Oto 300 AI IO MIO Owr F0J0 lin Nl 11,vmllx':4.1N h,y.IIlU70A1Um�.I vl,r.nr rrnh=OJl turn'. ' I I P. 4.1x 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]0 inches and the minimum width of any tread isnot 8403.1.1 Minimum size-Minimum sizes for concrete footings shall be as set forth in Table 8403.1 a � 1-I.1rix lr>,OLmJnnlm,fa•r' !II 16 I_ a rlr,are0gauge ll.rix.,hdlA rapahlaulapl,rnrn,v:nn-PmmlbmlaP. q Y N,.t.I:JI I surfaces. less than 6 inches. The continuous handrail required b Section 8315.1 shall be located on the side a o` v knr 4 inncV,per Ian 11:3 r 1° .. _ h APPhc,w mi,•ryr.,w,nmeuny the rrymnmen»m 1r.uon I<Nn±.J fm where the tread is narrower. ..REINFORCING N `^ w r r n + u nn.Jra,m•n„L dna Sh,rr.n RNl!Nn nn mr.,r,al,l;..anmr, 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge T MR /RI]NFORCINO Ir„rl,xn l±Inclrc�,r Nnrl rl.11 _- `,vaFearclh,,,rrhm,h.•rnavnmmclrar hr:Fhllxrurtn,r+r.I nuJr;rfN,n IB IN MIN W ^ is within a 24 inch are ofthe door in a closed position and whose bottom edge is less than 60 inches IN K I!mchr,Iw•rN,nnal 1_ 12 1_ Ic.vhma±,*hr,oruhrclMn•semnmunnnrrtraJlaannm.v,unh P 8 8311.5.4 Landings for stairways -'>I LENGTH 181NMWLENGTH , G:Ic„c, �' Nvmrurh,Pnlign ri^nuprAl��f,unarmnp ,n,.nrelr6:ush'>n'Y1i above the floor or walking surface, stairway. - QI Z Z `" h.!riff ai,,r.nr Frcaler,I„are,l^Alun Ihr,rl.ure.l llx nu..I,r u,lr.. y Lla li.r sl Ivlvarrr..,=nrN`rm.I l,nr:J,.,•.rvan'e,n.orNr•nNrnr. r„Ih.,m,I„rnFr.nr„h,rumJ r..Jnnux,..unnn,.alrrrnr,rRrm}n,rn 7. Glazing in an individual fixed or operable panel,other than those locations described in items 5 U "--' > nmlr Prr l,.uv uunPnmvm pme@e b,r hr,nl rcymrrnu•nb \ V!iE.., > Z and 6 above,that meets all ofthe following conditions: Exception:A floor or landing is not required at the top of an interior flight of stairs,provided a door " TABLE R301.7 7.1 Exposed area of an individual pane greater than 9 Sq.Ft. does not swing over the stairs. -n 'B I"``1A"�. T ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS"' ¢ ... -"---- A 7.2 Bottom edge less than 18 inches above the floor. a STRUCTURAL MEMBER DEFtECD011 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 Rx-,hn,ing>Iupc,g,w than All'.aith,u, UISII ..-,:,=_,..::y.,,,.-,,,n,., ,ter Lr] Cv. onr,hcd nibnX nua,[Vd In rater, 7.4 One or more walking surfaces within 36 inches horizontally ofthe glazing. more risers. Handrail height,measured above slur tread nosings,shall be not less than 34 inches and Ca w Illlr•rinr xnll>AnJ pnnll Ont__ IVIMII not more than 38 inches. All required handrails shall be continuous the full length ofthe stairs from a 361N MW I Section 8309-Garages and Carports point directly above the top riser of a flight to a point directly above the lowest riser of the flight. r.REMFoacING C] Ew- T-1-r,And pI.I.-d uiIIRA. _._U3(al IN 8309.1 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 181N AIIN LENGTH All n,her,truouml mnnbar, U_'lU FXIrdPr wnu,,inn PI.,,g nr,man nni,n w3a) 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. ruira:ra"•^'^F,Irr,Lr*•• with a 3/4 hour fire-protection-rated door assembly equipped with aself-closing device. mmnrn OvmgNrhrr•T.rner lu.dallryn.,ML".mFrNdn� v e wR:narcn. Ilii rcrrinmN Fur «u,IrH J•mo,J,ull e4+I lhr huv mar nueNxJ arc rl I::lrnnrwalls-,+'md 1,.d>'w nh brink•I IV, IJ'_4N vJ ----� Section 8312-Guards AmrnrmumoUn,¢,oRc,nurc,<nrt n,JannrM.AlrcmlrnrnrrF.u, 7 Ea.•rinr wna.-wino 1„_Igo w,m ncNimc Nllirnc>I ul!o R309.2 Separation Required-The garage shall be separated from the residence and its attic area by Ntn'E:L-,Nn IrnFln.I I=,P,rn n6,Fnl. R312.1 Guards required-Porches,balconies or raised floor surfaces located more than 30 inches FIGURE 86011.5 F, a STEPPED M-n T V IIndIwdIt'a IV prmnt<JmheMAen"11.11-,ClwCanrpnxnlnml horizontal or vertical separations conforming to Sections 8309.2.1 and 8309.2.2. above the floor or grade below shall have guards not less than 36 inches in height. Open sides of Z "JJ"'Fh,nn,wrin`rn• ,roan.,lr"""'"'TIN°`'°`'"""''"""''"'"''" stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not Section R404-Foundation Walls 0.hv,anulL•tnmrmhen.l•hallh<urrna,lurce'hrl.•nglbulGroranhlr.°f R309.2.1 Vertical Separations-Where partitions are used to separate vertically an attached garage I.n Alnm,nnm trru:llrral,IeIllher..,r Irmrrl,n.,•.I,,,n,rl.,rr„611t AI„n- less than 34 inches in height measured vertically from the nosing ofthe treads. R404.1.2 Concrete foundation walls-Concrete foundation walls shall be constructed as set forth in ,m aJJrmm.,v pain,u,cl,.nal au,Tvnirrg•Jge N Flo,ur vnJxuh from the dwelling or its attic,the partition assembly shall have a 3/4-hour fire-resistant rating. M1�N,Inrrnl.,nnaJJ;n..R,m.n.dln,,.•arr uvMl F r mwrrn,•rl, Tables 8404.1.1(2),8404.1.1(3)and 8404.1.1(4). w Orn,rn,r.nr,,,h,nnrmrwnr.raJ,mrn,nrpan,,,,nr nxhx,u,.rA,<- R312.2 Guard opening limitations-Required guards on open sides of stairways,raised floor areas, F Ihvh,m,nnll nrn ca.c.J'JI4' 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 O 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. All Residential Construction shall comply with this section when referencing Habitable Rooms(8% gypsum board,installed in accordance with 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 vertical separations. Where the horizontal separation is a floor-ceiling assembly the structure Monoxide Alarms TABLE R401.4.1 Openings and Required Heating(68°Min.). supporting the separation shall also be protected by not less than 5/8-inch thick,Type-X,gypsum PREE.UMPTIVE LOAD-BEARING VALUES OF 8312.1 Smoke alarms-Single and multiple-station smoke alarms shall be installed in the following FOUNDATION board or equivalent. locations. 1.In each sleeping room,2.Outside of each separate sleeping area in the immediate r--- -' -MATERIALS'-----,- oao-BEARwG z 8303.6 Stair illumination-All interior and exterior stairways shall be provided with a means to PRESSURE O illuminate the stairs,including the landings and treads.Exterior stairways providing access to a Section R310-Emergency Escape and Rescue Openings vicinity ofthe bedrooms.3.On each additional story ofthe dwelling,including basements and cellars Iw nna.I.r basement from the outside rade level shall be provided with an artificial light source located in the 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 �____. CLLSSOFMATERIAL olrol) D g P eve 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 !^�'!''s h''r^" immediate vicinity of the bottom landing every P g P 8 y p p g level shall suffice for ad'acent lower level rovided that the lower level is less than one full sto ""- "=` SEAL: 'p NEW 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 /�e '0 408.1 Ventilation-The under-floor space between the bottom of the floor and the earth under any WFCM-2001 Tables 3.11,3.13A. manufacturers installation instructions. S�P� nsc,E�qf Section R802-Wood Roof Framing _ 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 5 through foundation walls or exterior walls. The minimum net area ofventilation openings shall not Section R613-Exterior Windows and Glass DoorsR905.2.8.2 Valley flashing-Valley flashing shall be installed in accordance with manufacturer's w be less than 1 square foot for each 150 square feet of under-floor space area. One such ventilation R613.4 Wind-borne debris protection-Protection of exterior windows and glass doors in building be identified by a grade mark of a lumber grading or inspection agency that has been approved by installation instructions before applying shingles. y = an accreditation body that complies with DOC PS 20. In lieu of a grade mark,a certificate of 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 R301.2.1.2. ROF SSIO", R -Wood Floor Framing. All framing in these construction drawings assumed to be R905,2.9 Application-Mineral-surface roll roofing shall be installed in accordance with the 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 1,6009000 psi and an Fb value of 875 psi.unless Residential Code of New York State or the Manufacturer's Specifications,whichever is greater. 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 manufacturers 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 N1 102-Building Envelope 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 R703-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 wall,floor,slab edge,crawl space wall and basement wall)shall be in accordance with the criteria in R802.3 Framing details-Rafters shall be framed to ridge board or to each other with a gusset envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The Table N 1102.1 or Table N1101.3.5 for electric resistance heat. CHAPTER 5-FLOORS plate as a tie. Ridge board shall be at least)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 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 R502.1 Identification-Load-bearing dimension lumber for joists,beams and girders shall be accumulation of water within the wall assembly by providing a water-resistive barrier behind the 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 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 a accreditation body that complies with DOC PS 20. In lieu of a grade mark,a certificate of inspection R703.2 Weather-resistant sheathing paper-Asphalt-saturated felt free from holes and breaks, the specific load at that point. Where roof pitch is less than 3 units vertical in 12 units horizontal, Conservation Construction Code of New York State. H. issued by a lumber grading or inspection agency meeting the requirements of Section R502-Wood structural inembers that support rafters and ceiling joists,such as ridge beams,hips and valleys, a Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch weighing not less than a pounds per exterior square feet and complying with ASTM S ch shall be shall be designed as beams. g g g applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or g PART V-Mechanical � W No.2 with an E value of 1,600,000 psi and an Fb 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 All Mechanical Systems,Heating and cooling equipment,Exhaust systems,Duct systems, W R802.6 Bearing-The ends of each rafter or ceiling joist shall have not less than 1.5 inches or Combustion air,Chimneysand vents,Special fuel-humin equipment,Boilers/Water heaters, W R502.6 Bearing-The ends of each joist,beam or girder shall have not have less than 1.5 inches of 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. P gl n Hydropic piping,Special piping and storage systems and Solar systems must comply with and be a z bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported installed in accordance with Part V-Mechanical of the Residential Code of New York State. 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 R802.7 Cutting and notching-Structural roof members shall not be cut,bored or notched in C7 accordance with Table R703.4 or with other aluminum,stainless steel,zinc-coated or other excess of limitations specified in this section. a hangers. corrosive-resistive fasteners. P CHAPTER 13-GENERAL MECHANICAL SYSTEMS z 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 joistsa ,rafters and beams shall not exceed one REQUIREMENTS W TABLE R703.4 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 MINIMUM THICKNESS - sixth of the depth Of the member,shall not be longer than one-third of the depth of the member - 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 -r ImE°FwrranrSFORTHEsw:naa,TER1L,aFAarENERs•-• joist,or to an adjoining stud;or shall be otherwise provided with lateral support to prevent rotation. I -- _ P z Lu �. N aaEArw^° accessible for inspection,service,repair and replacement without removing permanent construction. w v inches or greater in nominal thickness shall not be notched except at the ends of the members. p P P g P U .- - 8 Y PP Y Y I r,.aEaEaa• ...a�.,r.r« .M„,.:.,.,r. rM.r:,�E ^ ,.� o-m 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 R502.7.1 BridgingJoists exceeding a nominal 2 b 12 shall be supported lateral) b solid 9aaa.,,E.r_AE 1 :H. rr�Nr i AEW:Ea __ _ P C/� E- - _ Room heaters shall be permitted to be installed with at least an 18-inch working space. A platform blocking,diagonal bridging(wood or metal),or continuous I inch by 3 inch strip nailed across the - member. Holes shall not be closer than 2 inches to the top or bottom of the member,or to any Q+ e u..,l• _ I..r `• shall not be required for room heaters. . IT-I,.rE. ,-I,np I,.,,. bottom of joists perpendicular to Joists at intervals not exceeding 8 feet. A,rlM1.nrl •__ -- - 1 _. - -__- other hale located in the member. Where the member is also notched,the hole shall not be closer �H..,n:n„I mrrl,ln"I I`i nul III:11 n,r1 II I:U UJ,I Ulan N'.0 ..I,rJ Q """'' than 2 inches to the notch. .w rrr"^,rr _ I___ __ -._- _,._!T_I_o___:'I^"r,.. :-I•,:,• n,l' _�I'•,•rJ •1•.'r r• M1305.1.2 Appliances in rooms-Appliances installed in a compartment,alcove,basement or R502.8 Drilling and notching-Structural floor members shall not be cut,bored or notched in excess n„I,,1, { n co n+n x I:nr„u a r... n ro n,n similar space shall be accessed by an opening or door and an unobstructed passageway measuring not �.J z Q 04 w �,n.rrL,nnn L='r,Lr,r, : r „a' nrnr R802.7.2 Engineered wood products-Cuts,notches and holes bored in laminated veneer of the limitations specified in Figure R502.8. _____-_-_. _._-.__-�--=�':-- g P Tess than 24 inches wide and large enough to allow removal of the largest appliance in the space, � ,-. w lumber,glue-laminated members or I joists are not permitted unless the effect of such .o ut --� provided that a level seryice space of not lens than 30Cenches deep and the height of the appliance,but o ua penetrations are specifically considered in the design of the member. U E� F- -- - - not less than 30 inches,is present at thefront or service side of the appliance with the door open. a ,- as N°I r,,,,,,, .,,. �rN I• " r_, N.I. I - I R802.8 Lateral support-Rafters and ceiling joists having a depth-to-thickness ratio exceeding 5 MI305.1.3 Appliances in attics-Attics containing appliances requiring access shall be provided Nr.l v Rin,: N,.r., nrnry -.•r._, 5,rnr.r, ; ng g PP q g _ '__ to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to with an opening and a clear and unobstructed passageway large enough to allow removal of the j rr, n.r.r..r.J M+: i -.�_ n.+cn ..�I,.I ". I u,"ra Nrl,a I• , prevent rotation. largest appliance,but not less than 30 inches high and 22 inches wide and not more than 20 feet in W.. ^+1'+ I+1 '^ II,nnq,.lnrnrl r,,r-(u snr.,,lnr.m,:,'r•," n l'n n.r,' "II..,. ,J .,r..r,,. length when measured along the centerline of the passageway from the opening to the appliance. The r.JChapter E R802.11.1 Roof tie-down-Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq.Ft. shall have continuous solid flooring in accordance with Ch ter 5 not less than 24 inches Z •,I+�I,.z':;_=rlr ------- passageway E aP - J.e leauu I NTH.m.I I rrm<N]al T _, or realer,as established in Table R301.2 2 adjusted for height and exposure per Table g O, J g P P wide. A level service space at least 30 inches deep and 30 inches wide shall be present along the sides , , ---- -}� �-- �- .J,,,,n„L; 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. ' ''•"'" „rr.l•,I,•r R802.11. A continuous load path shall be provided to transmit the uplift forces from the rafter or 20 inches b 30 inches,where such dimensions are large enou h to allow removal of the largest -T-� P P P YgF- Nr, - -r----_'- truss ties to the foundation. Wind uplift pressure on roof assemblies shall be determined using an appliance. I rr n: effective wind area of 100 Sq.Ft.and Zone 1 in table R301.2(2). ;;;"- r,I:r• be provided Appliances under floors-Underfloor spaces containing appliances requiring access shall r ,In.l i--' -- - -'- -- -"_-- - --- ---- be rovided with an unobstructed passageway p no P E Y large enough to remove the largest appliance,but not u a""" !,,^,,,,,,,,,, nu •,, Slnpla v ; .r,rl"_ r I .,n,"rJ Section R803-Roof Sheathing less than 30 inches high and 22 inches wide. A level service at least 30 inches deep and 30 inches 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. attachment thereof shall conform to AF&PA WFCM-2001 Tables 3.10,3.12A,3.12B ""`}--r I'" N �"°""„°°"'•°"'^ I'"I '�r '""''"" Section M1306-Clearances from Combustible Construction -..._... - " I CHAPTER 9-ROOF ASSEMBLIES M1306.1 Appliance clearance-Appliances shall be installed with the clearances from unprotected urr. m n rPrrEn<Elar«,oH*:ra.°"• I f ,J ,�.,^,„r,•, � Section R905-Requirements for Roof Coverings combustible materials as indicated on the appliance label and in the manufacturer's installation OF. -- s,rl,vrcl pr• .....nn•n.n ` .nn.n N..,n.nn:^I I_..r t" N". ' R905.2 Asphalt Shingles-The installation of asphalt shingles shall comply with the provisions of instruction. v t r, this section. n W^nmm� N:rm.,mn _ i ","I ' M1306.2 Clearance reduction-Reduction of clearances shall be in accordance with theappliance p P., Kr , a.,,n: ra, -__" __" 1_ manufacturer's instructions and Table M1306.2 �_-._ -, l..-�_-' - IR905.2.2 Slope-Asphalt shingles shall only be used on roof slopes ofM'o units vertical in 12 units re°uorwx°E a.rJrn,,n.m ne.+rrlr;nrr•a:c,�mrr=rr�•a+'^��^r„ 1 horizontal or greater. For roof slopes from two units vertical in 12 units horizontal up to four unitsNru grmul mwnru, nrJ duI1M blmnJ....nn4.,WwW I,r+J.n �i nr,:i,ln..r,,,,,ar,r.w nnnu,l J.urL' vertical in 12 units horizontal,double underlayrnent application is required in accordance withITHSF -n....u,n...... Section R905.2.7.P,o.,., r r,J•.Ir,n nn.rJ u,.mxn+errmrrrrrrr.Jr,:p _ ..r,r, _ - Ulu,nlnJ.IllrrunlvcleJrnl.xly: nraan,unr rvnrl ui.rlr r•In ur:nn+n.l Uw mu...111r+^,r,n,ml.,Tla�l.tl,rnr..lur alnr,r,„n :.�... ;:I';�;tni;iii...n�rr rrel..r Uv rennrnal dmnn.nn"` "rn I:�Ir..-,nip ,.nn,rJ,..,,rr,rl.,rr,,.rn,Jo,rr.nr.,n.^�..r+"r.n,er,..ra,nr n,rrnnr+rrrl m.rrr„In."I,rlr;,rn Im.,"r.r.,ar mrrrn„.wn,..ur,l.lr,J,,,r.u.•.,., R905.2.3 Underla ment-Unless otherwise noted,required underlayment shall conform with ASTM w.,..a "„Irnrnrrr..IvI.pYJ D 226,Type I,or ASTM D 4869,Type 1. Self-adhering polymer modified bitumen sheet shall ;° n:°:itt - .ter.r..•^..�..,r-'--r^^-, .------ . FIOURERn♦IJ,Ia.nrn nl.M1nll h•.r rN x,rM1,.r,r,r,,.n rr.,,rnr.n,uu. rI.N,.n,:n, _- a _. I. r r. - cVrnxa,NorcHINCANANDDwLuuc v.Jl nr,a,r,,,r,rJ Ulr Comply with ASTM D 1970. R502.9 FasteningFloor framing shall be nailed in accordance with Table 602.3 l Where posts R703.5 Wood shakes and shingles-Wood shakes and shingles shall conform to CSSD Gradin R905.2.4 Asphalt shingles-Asphalt shingles shall have self-seal strips or be interlocking,and -,,.•�.^- ^"'V"- - 8 O F g g R P P P g6 and beams or girder construction is used to support framing,positive connections shall be provided to Rules or Wood Shakes and Shingles. comply with ASTM D 225 or D3462. Asphalt shingles shall to certified to withstand 110 mph basic ensure against uplift and lateral displacement. wind speed. i,' `"• ,> -^I R703.5.1 Application-Wood shakes or shingles shall be applied either single-course or double j- '•+^^'^' h 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, W 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 �:"")'"" "; U specified compressive strength of concrete shall be as set forth in Section R402.2. 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 than 6 inches. Where faring strips are used,they shall be 1 inch by 3 inches or 1 inch by 4 inches the roof sheathing. Where the roof sheathing is less than 3/4 inch thick,the fasteners shall penetrate I C?L i nn.,.,a..Jm^•.n•.r r... , through g PY :rE.,•.,.r:,.:l .,. - 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 gh the sheathing. Fasteners shall comply with ASTM F 1667. ; --_ ' _ -� �S a F_ 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 "" '•"" """"`' "'"' °> P PP P PP S g gr'1 : ;...: :;:, : ,"1: . :;'.`1;:".:,�.;;;�::.::I°.:::;:':•`::";G'.",:'f:.."•.;::'"::';;,11.',:1.':... Sz f professional,the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth. exposure 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 shall not exceed 1/4 inch,and between adjacent shakes it shall not exceed 1/2 inch. The offset manufacturer to withstand a basic wind speed of 110 mph. Fastening method shall be tested in "' "'^"'^""'^""""""' x 0 o z ...........:..L..r,„.`.,.,...,..w.,...,.,...:«,,,.,.r",r,.,.._m,..,n....,:......,,,,.,.:r,.,ala.l.,, og `- co m.,...+ ,,.:.,, 3 0 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. W crushed blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the a O TABLE RT03 5.2 R905.2.7 Underlayment application-For roof slopes from two units vertical in 12 units horizontal 3 .° z slab is below grade. A w... ... l.. ,.., _..,rv•-...Iw.,,...„- _ MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS- up to four units vertical in 12 units horizontal,underlaymnet shall be two layers applied in the _(DI-IDlmanalans_In Inch)_-- r ur.,.,.....,dn.....,..,-.,,,..-r..,".....rw..............e.� ------- -- ------------- --- -- following mariner.Apply a 19 inch strip of anderlayment felt parallel with and starting at the eaves, ,:.._��ra•� -"r.,..,..:,r,...N.._......rn,...:,,.....r.•.-....,.;.,....,..,......,..,....,.,,.... o R506.2.3 Vapor retarder-An approved vapor retarder with joints lapped not less than 6 inches _ LENGTH_ _ EXPOSURE N)N_SINGLECOURSE EXPOSURE FOP DOUBLE COURSE fastened sufficiently to hold in place. Starting at the cave,apply 36 inch wide sheets of shall be placed between the concrete floor slab and the base course or the prepared subgrade where ( sllrrlFl. _ PART VII-PLUMBING „ _ underlayment,overlapping successive sheets 19 inches,and fastened sufficiently to hold in place. d no base course exists. X N All Plumbing Systems&Fixtures,Water Heaters,Water Supply and Distribution,Salutary Drainage, c °z Cy7 For roof slo es of four units vertical in 12 units horizontal or greater,underla ent shall be one layer __ __ _ __ ____ __ In _ _ p g m' y Vents,and Traps must comply with and be installed in accordance with Part VII-Plumbingo£the 3 0 CHAPTER 6-WALL CONSTRUCTION - i LE•; 1 applied in the following manner. Underlayment shall be applied shingle fashion,parallel to and P P Y u j - Residential Code of New York State. Is Kr,_ „ startingfrom the Cave and lapped 2 inches,fastened sufficient) to hold in lace. End las shall be < 3 [ Section R602-Wood Wall Framing „ b PP Y P P R602.1 Identification-Load-bearingdimension lumber for wood wall construction shall be -- -- - - -- " ---- offset by 6 feet. PARTVIII-ELECTRICAL identified by a grade mark of a lumber grading or inspection agency that has been approved by an u r ^''^•F:,.,r y,•r,rr n,r' All electrical work must conform to N.F.P.A.704999 and be installed in accordance with Part VIII- 'I IFSE PLANS ARE AN i u.nnnnm In rm'U ry,mnrr i.,vmuuN Iw A,.:pe.4 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. The inspection Agency providing the electrical INSTRUNEE14T OF SERVICE accreditation body that complies with DOC PS 20. In lieu of a grade mark,a certificate of inspection , •, Mn, .r-, two layers of anderla P g y P g ANDARE Tm:PROPERTY issued by a lumber grading or inspection agency meeting the requirements of Section R502-Wood Y yment cemented together or of aself-adhering polymer modified birumed certificate must certify that all electrical work has been installed in accordance with these Codes. OF THE ENGINEER. together or of a self-adhering polymer modified bitumen sheet,shall be used in lieu of normal ALTERATION OR ADDITION Floor Framing. All framing in these construction drawings assumed to be Douglas Fir Larch No.2 with an E value of 1,600,000 psi and an Fb value of 875 psi.unless noted otherwise. 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 VIOLATION OF SECTION building. 7209 OF TILE NEW YORK STATE EDUCATION LAW. SEAL: tE OF f Y *g"�JVD PP q F`S'P'F 2 = � >193 SSIOXA O III U 4I 4"VTR a FLASH EXISTING EXTERIOR AS a �-{ REO'D UIL ROOF a DECK TO BE REMOVED IN ITS ENTIRETY 1}„` --T LAUNDRY ROOM\ \ BATHROOM I } a W � 1 EXISTING BILCO ENTRY DOOR TO BE REMOVED I I I III a o• v IN ITS ENTIRETY 1_�I�y ,� „� SINK I SIN III a Z N M r., SHOWER TUB W 3•• SECOND t` ,i, DRAIN FLOOR W .. C 2.. I I I I 3”WASTE L / I / l F,,, �7 �C/ BATHROOM }•• 1}'• KITCHEN FE I - L1 EXISTING EXTERIOR 1}" h}^ 1}^ 1}•' 1}'• f"'H w a SHOWER TO BE O BE I �- REMOVED IN ITS U] \ REMOVED IN ITS KITCHEN �I ENTIRETY SINK I SIN INK Q W j ' I SHOWER TUB DW FIRST a U N Q F Lu ENTIRETY NEW 4" RAI. 1}" 1}" r 1}" FLOOR CO p BEDROOM#3 I�_�J ( III Z' ti Ir I 3"WASTE LI - EXISTING WINDOWS TO = __ - _-_ _= �.- I BASEMENT F BE REMOVED IN ITS - - z C.O ENTIRETY U.O.N.,TYP. I DINING ROOM C.O. i I REMOVE EXISTING SANITARY SYSTEM HOIST USETRAP BEDROOM#2 i GYP.BD IN ITS 47 II �� ENTIRETY AS REQUIRED TO C) Al INSTALL NEW 1/2"GYP BD,SEEA-102 FOR I PLUMBING RISER DIAGRAM ADDITIONAL - INFORMATION. SCALE: N.T.S. EXIST.DOOR TO BE -_- - 7 �l REMOVED(TYP.) J EXIST.WALL TO BE J i1 , p REMOVED(TYP.) u µ PART OF EXIST WALL TO I LIVING ROOM InIT�I BE REMOVED ASi� BEDROOM#1 I EXISTING FIRE PLACE REQUIRED FOR NEW I TO BE REMOVED WINDOWS, R ADDITIONAL 102 I Al(� EXISTING ENTRY INFORMATION,TYP. I� STOOP TO REMAIN u1 !/ a REMOVE EXIST WALL& i I REMOVE EXIST DOOR, WINDOWS,SEE A-102 FOR SEE A-102 FOR Q REMOVE EXIST CEILING PANELS. ADDITIONAL z ADDITIONAL INFORMATION (CEILING JOISTS TO REMAIN), EXIST,PORCH INFORMATION aQ SEE A-102&A-301 FOR EXIST.ALUM.SCR ADDITIONAL INFORMATION DOOR TO REMAIN EEN W ;a I v p�n EXISTING WINDOWS ANDW WINDOW HEADERS TO REMAIN Q WLR AT EXISTING PORCH,TYP. C7�z a F Z GL�sz F C iso z FIRST FLOOR REMOVAL PLAN - SCALE: 1/4"=1'-0" o _ o F h z x °z o z � THESE PLANS ARE AN INSTRUMENT OF SERVICF. AND ARETHE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESF.PIANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. CANTILEVER NOTE: STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: SEAL LEGEND OF Nf END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. CONTRACTOR IS TO VERIFY THE SIZE,STYLE 8 - WHEN CANTILEVERED STRUCTURAL MEMBERS(TYP.) EXHAUST.PROVIDE MIN.100 CFM EXHAUST FAN. MANUF.OF ALL NEW WINDOWS AND DOORS WITH Pn RFi O,P� THE HOMEOWNER PRIOR TO ORDERING AND BEFORE WALL CONSTRUCTION [DO.0,R:AM.11NJOTE: THE START OF ANY CONSTRUCTION.JAMTO BE LOCATED TMINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS: BRICK VENEER 0EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR OYP.UNLESS OTHERWISE NOTED OR DIMENSIONED. OPENING OF 5.7 SQ.FT.,MINIMUM HEIGHT OF 2VIDE DOOR STOPS AT ALL DOORS AS REQ'D. 24•AND MINIMUM WIDTH OF 20",5.0 SQ.FT ROUGH OPENING NOTE: BEARING WALL NF 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: WITH THE MANUFACTURER'SPECIFICATIONS LINE OF WALLS ABOVE FfSS10NP CONTRACTOR TO PROVIDE AND INSTALL ALL NEW 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,SME 8 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) [ EXHAUST FAN,75 CFM (NOTE:DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S.=MARBLE SADDLE I W.S.=WEATHER STRIP SO HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: © CARBON MONOXIDE DETECTOR PROVIDE SMOKE DETECTORS AS PER THE RES. 1 1 CODE OF NEW YORK STATE INTERCONNECTED AND 0 WOOD POSTS HARDWIRED TO ELECTRC PANEL POSTS FROM ABOVE SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE U - — — --- — -- -- — — - TYP.NEW EXTERIOR WALL CONTRACTOR TO PROVIDE SOUND W.S. WEATHERSTRIP F--� 4=3' --- —.4-3" --1'-0° 1 CONSTR.:NEWSIDING,OVER 36"H.HAINDRAIL ATTENUATION BLANKET AROUND ALL 1� BATHROOM/POWDER ROOM WALLS. 1�" — - HOUSEWRAP ON 1/2"COX EXT. DN a W (2) 1 GRADE PLYWOOD SHEATHING ON 2 x12 (2 - `••� (2)2212 2"x4"WOOD STUDS @ 16"O.C.w/ 4 RISERS 7 3/4' MAX V.I.F W () (2)2x12 DECK GIRDER - @ ( )� 2"x6"'TREX'DECKING (il U) R-19 SPRAY FOAM INSUL.ON 1/2" 3 TREAD_S @ 11" II FASTENED TO 4x4 ACQ GYP.BD. co /2„x6"'TREX DECKING toxc' U o � POS ANCHORED TO 3 " 5'x10” 2Y2" 0 PROVIDE 1/8"SPACING 10"DIA.CONC.PIERS 49'-2"OY iBETWEEN BOARDS x TYPINTERIOR WALL v 1 21 TO FTGS @ 36"MIN. 0 0 +/-6'-3" p 15'-0' .2 BELOW GRADE CONSTRUCTION: - _ a Z °` x ONE LAYER OF 1/2"GYPSUM WALL - - LINE OF SECOND FLOOR I N I m BOARD ON EACH SIDE OF 2"x4" o_ (2)2X,D of WINDOW/SLIDING DOOR SCHEDULE STUDS @ 16"O.C.W/2"x4"SOLE - x - - - - -X BALCONY ABOVE (D SQ.FT. SQ.FT. 2x12 ACQ LEDGER BOLTED TO HOUSE W/112'x3 1!2" PLATE AND(2)2"x4"TOP PLATES a- - `� NAME MANUF PRODUCT SIZE REMARKS Q z Z >. N - E' GLASS VENT U2 I EPDXY COATED BOLTS STAGGERED @ 12'O.C___I (� "I tJ ,_..I > _1 -._-_-----'-_------- � r.._- _ ) .•:., _. - -_ ._. A ANDERSON 400 AW451 4'•4 13/16"x 2'-4 3/8" AWNING WINDOW � � < Z 4 I r-----i1------ ----- I 4 4 i ) (2)2x12 '' SERIES WITH a `•L m I / 12"x12"FLOOR JOISTS 4 p..l 8"POURED FOUNDATION d' I, I '� e _ 7O o STORMWATCH @ 16'O.C. I 1 8"x16"FON VENT TO BE - F-1 f!J m: X WALL WITH NEW BI LCO DOOR BEAM POCKET(F`x' BASjMENT: I SELECTED BY CLIENT O x F`' O W ________ E m B ANDERSON 400 CW135 2'-4 3/8"x T-4 13/16" CASEMENT WINDOW W ta, WITH MANUFACTURER J4"P URED CONC.SLAB. z 0 N Q a o SERIES WITH PROVIDED NEW BILCO STAIRS 8"POURED CONC. o U to x •- 6X6-OI70 WWM.OVER 6 I o F o STORMWATCH O \o LL1 a (------- MIL. bLY.VAPOR BARRIER i FOUNDATION WALL W/#5 NEW BILCO o oto N p LLI DOOR WITH t ROOM#1 �- PROTECTION (J N O F OVE (COMPACTED FILL i I REBAR @16"O.C.VERT.#4 ' ( x O 1-�REBAR 16"O.C.VERT.,3500 fO MANUF. I DINING ROOM DRILL&EPDXY#4 DOWELS x ;� I I 3'-0" 5'-B" I @ PROVIDED i p 1 C ANDERSON 400 C33 V-11 7/8"x 3'-0 1/2" CASEMENT WINDOW 12"AT 16"O.C.VERTICALLY TO PSI CONCRETE MIN.ON A d -1 .nNEW BILCO m O �2 1.7 SERIES WITH CONNECT PROPOSED FDN.TO I L----- --- CM SO ! 1'-8"W.X 8"D.P.C.FOOTING STAIRS 4 -11 6'-11" STORMWATCH rn EXIST(MIN.EMBEDMENT INTO - _ PROTECTION EXISTING CONCRETE `- - '�� SIMPSON MODEL NO FOUNDATION 4") +-2'-4�4' BOTTOM OF NEW FTG TO HUS210-2TF FLUSHS ?� D ANDERSON'A' FWGD 5'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIONEWBASEMENT i MATCH BOTTOM OF EXIST. CONNECTOR 2'-11° N - SERIES WITH 6068 DOOR ACCESS (TYP.) ISTORMWATCH 31/2"x9114.' - - N PROTECTION DRILL&EPDXY#4 DOWELS x 12" °D PARALLAM 1 ao -AT 16"O.C.VERTICALLY TO l'-3 6'-612 ex �,-0„ +/-7'-10E ANDERSON 400 AW251 2'-4 7/8"x 2'-4 7/8" AWNING WINDOW F- CONNECT PROPOSED PON.TO O OB SERIES WITH O LINE OF WALLS /I EXIST(MIN.EMBEDMENT INTO m S TR S STORMWATCH ABOVE(TYP.)�/ = 1 EXISTING CONCRETE - PROTECTION l I FOUNDATION 4") 3 o BEDROOM#1 `A !r TO KITCHEN 3 F ANDERSON 400 A281 2'-8"x 2'-4 718" AWNING WINDOW SERIES WITH _ _ _ _ 1-3/4"x-1/2"230 TJI O STORMWATCH N EXISTING EXTERIOR FLOOR) ISTS @ 16"0.&, 'd o= (2)2XT2 -- v PROTECTION z L� a WALL: r m o I INSTALL NEW SIDI NG, _ .cn G ANDERSON 400 A251 2'-47/8"x2'•0518" AWNING WINDOW -- - — OVER HOUSEWRAP ON `` c� 4"x4"WOOD SERIES WITH POST,TYP. DOUBLE JOISTS UNDER ALL EXISTING SHEATHING. STORMWATCH u WALLS PARALLELMBERS TO AO O PROTECTION Ia1 STRUCTURAL MEAND EQ. EQ. N A H ANDERSON 400 A231 5'-11 5/8"x 2'-11 15/16" AWNING WINDOW O BELOW WOOD POSTS(TYP) N N SERIES WITH I w -NA PROTTECTIOECTIOSTORMWATCH OLEON ASCENT 35" GAS FIREPLACE m N J ANDERSON 400 A2251 4'-9"x.2'-0 5/8" AWNING WINDOW 1° SERIES WITH LIVING ROOM O STORMWATCH I A 'T o �2 PROTECTION04S N 19'-5y4" - 0 2 2 0 w H O N O � N AO V] N LEVEL FLOORS ry a N TO MATCH ZQ N U _ 31/2"x117/8"PARALAM_ `O - w A a z Z U I NEW"FULL LITE" - W - I- > F- EXIST.ENCLOSED PORCH DOOR TO BE 04 5 z t- W U CONVERT TO HABITABLE SELECTED BYE-'G z 0 '•'J:D z C4 SPACE A68 OWNER hoc - z EXIST.ALUM. o �¢ O z SCREEN DOOR 3 o ..a U TO REMAIN EXIST.VANDOWS AT ENCLOSED PORCH TO u b o REMAIN F 0 3 3 � Q THE LOWER LEVEL FIRST FLOOR INSTRUMENT ARE AN CONSTRUCTION PLAN CONSTRUCTION PLAN �- NST RUM ENT OPSERVTY /•� AND ARE THE PROPERTY THE I SCALE: 114"=1'-O" -J O ATION RADDI. L SCALE: 1I4"=1'-O" ALTERATION PLANS IS TO THESE PIANS IS A VIOLATION OF'SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL: 5<P��PAs Fr49 * e m w ROOFING NOTE: EXTERIOR BALCONY W/36" CONTRACTOR TO PROVIDE ICE AND WATER ES810NP� SHIELD ON ROOF EAVE TO A POINT UPWARD H.GUARD RAIL 2'-0"MIN. PAST THE INTERIOR SURFACE OF THE EXTERIOR WALLS AND 1'-O"ON BOTH 1 - SIDES OF ALL HIPS.VALLEYS AND RIDGES. O 5'-2" TYP.INTERIOR WALL 9-z s-10 TYP. NEW EXTERIOR WALL CONSTRUCTION: CONSTR.:NEW SIDING,OVER U ONE LAYER OF 1/2"GYPSUM WALL HOUSEWRAP ON 1/2"CDX EXT, f„�1 BOARD ON EACH SIDE OF 2"x4" GRADE PLYWOOD SHEATHING ON h--+ -� STUDS @ 16"O.C.w/2"0"SOLE b 2"x4"WOOD STUDS @ 16"O.C.w/ PLATE AND(2)2"x4"TOP PLAR-19 SPRAY FOAM INSUL.ON 1/2" a (�i GYP.BD. w I I ,--------ZT----- -- W w 1 ��..... 1(2)2x10 1I 12 ,2 a z 4 9,- 4 1 6 112 p -716 112 1 2 _ „ � - o 1 THROOM „ BEGROOM#2 2"x10"ROOF RAFTER 2"x10"ROOF AFTERS 1 - o LINE OF ICE& 16"O.C. @ 16"qc. 14 `^ z v / x WATER SHIELD N O a ^ NI (TYP.),SEE ROOFING -� cm 2 x 6 m NOTE ON THIS SHEET Z W N 0 o F Qz 8 N x r•1 1 (2 2 12 2)2x1 PROVIDE ! 11'-21 " © S o 7'-IOY4"r..W/D FIBERGLASS !i L12 12 — 1,_0•, �a] a a FOR FLOOR 61/2p� �Q6 1/2 W w 1 LOFT WALK IN CLOSET WASHING io I ! TYP.ROOF CONSTRUCTION: O ;D W .-1 `w MACHINE 20 YR.DIM.ARCH.ASPHALT ! 1 SHINGLE ON 30#FELT a U N Q F o a m m 2"x10"ROOF RAFTERS g 2"x10"ROOF RAFT RS 1 OVER 5/8"EXT.GRADE O.C. N @ 16"O.C. J @ 16" I PLYWOOD SHEATHING OVER RAFTERS W/6"SPRAY N (L INSULATION(R-42) 3 8 22 3'-0'.; ° ; 3 Q F 4"x6"WOOD n 36"H. I E OF WALL POST I HANDRAIL - — = =' I 4"x6"WOOD BELOW,TYP. I 4 POST --'-------------I ! 112"x16"PARALAM I - ------------- Fw- r (2)2x8 COLLAR e _- 4"x6"WOOD TIES AT 48"O.C., POST FROM 1 SEE SECTIONS g RIDGE f,, 1 12 12 I co FOR ADDITIONAL i m 61/2p 461/2 1 N INFORMATION (L 1 o 1 ` a a �I 1 fV 1 V - I 2"x10"ROOF RAFTERS 2"x10"ROOF RAFTERS 2 ! ! m 2 - @ 16"O.C. @ 16"O.C. /.2"x10"ROOF RAFTERS. 2"x10"ROOF RAFTERS ( 1 @ 16"O.C. @ 16"O.C. I 1 < w g 4"x4"WOOD ){ CG 8 3 1/2"x11 7/8" ARALAM POST,TYP. 1 I ! SNAP-CLAD METAL F .F NEW SNAP-CLAD METAL ROOFING SYSTEM BY ROOFING SYSTEM BY 1 ! PAC-CLAD OR PAC-CLAD OR APPROVED —-- =- --_-_ APPROVED EQUAL. EQUAL.COLOR TO BE COLOR TO BE _ SELECTED BY OWNER OVER SELECTED BY OWNER EQ. T-1" EQ. NEW 30#FELT O + OVER EXISTING t I i, z /-20-1�4 PLYWOOD SHEATHING U q OVER RAFTERS j ��- {�- �, z Z 0.., ' I QzC4 m O moo, ¢ UZ SECOND FLOOR o G o 1 CONSTRUCTION PLAN 7 ROOF PLAN M1 o F^ N O z C-1 xo Cn � o o s o THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS ISA VIOLATION OF SECTION 7309 OF THE NEW YORK STATE EDUCATION LAW. SEAL: ZE OF NE Y FF O SC FG Q'F 9 C1 W ZNF 950 V�2� QROF RtO TYP.ROOF CONSTRUCTION: 20 YR.DIM.ARCH,ASPHALT SHINGLE ON 30#FELT OVER 518"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS TYP,ROOF CONSTRUCTION: � LINE OF ROOF BEYOND _s•_ - 20 YR.DIM.ARCH.ASPHALT SHINGLE ON 12 12 30#FELT OVER 5/8"EXT.GRADE PLYWOOD CEDAR BOARD AND BATTEN 6 112 !1-I-11 Q 6 112 _- - ---- SHEATHING OVER RAFTERS STEP FLASHING I' 'I L-i1 L;- -i-- ----- - - _ - --_- _-- - NEW SNAP-CLAD METAL NEW SNAP-CLAD METAL ROOFING I ,i !, _ - _--- -_ ROOFING SYSTEM BY1.4 a SYSTEM BY PAC-CLAD OR J.1 _ ----_- PAC-CLAD OR APPROVED p P"•i APPROVED EQUAL.COLOR TO BE it !' Q !I �I' II I !! !1 - ----- EQUAL.COLOR TO BE SELECTED BY OWNER OVER NEW II �! I ;i 'I LLif-U' I' ! I j --- -- -'-- - SELECTED BY OWNER OVER W 30#FELT OVER EXISTING 36"H.GUARDRAIL I -� 1LLL-11-- 11_-' _I_.�.L,l,._ll_L - _- - W "p - v ao- _-_ .-- - NEW 30#FELT OVER EXISTING [Za �, _ I� ��,�� IIII ! II II ! I'-!' PLYWOOD SHEATHING OVER [] ]T �'_ LL!8 J UI L�1--1-I I 11�_ L 1! ;1 �1! IJl_� - PLYWOOD SHEATHING OVER RAFTERS I ! I f I I I! ! ' RAFTERS JJ� 1 L 1 L l; 1111 � ! IL ILL ILL ��LLI_ILL_I L l 1_1 z SECOND FLOOR �- -' II T' t� + SECOND FLOOR LL I'Li 11_ll- lTf \ J.i -- lll-LILIH-1 I 1J JLC 1 L1J11!J1J 1_l 1 L J1 1L ! I .1.111 JUJ JLLlJJU!i_,i JJ1L ll 111 u__ TYP.NEW EXTERIOR WALL CONSTR.: ! I1 1 I ! II ! j f I I : NEW CEDAR SIDING,OVER �� -ly--1�- �1_t_L1' 1�L�l_J�J_LL_L�_�t L--�-.LL 1,_1L_JJ- W AP ON 1/2"COX EXT. _ o GRADE PLYWOOD SHEATHING ON \ I 1 I b Lu � I I Q I��w�u�LJ J�_�i.�I�111I � I �_ I IIJ'J'JI�I q936"H.HAINDRAIL Ll - -�L-1�- t'!-:1- t~I 1I-J-.�I-�L�11-LL1--ll��'-u- I-1.LJ_: ..�-I� U �-' 2"x4"WOOD STUDS @ 16"O.C.w/ _ I: I ! i j l I' z •• m R-19 SPRAY FOAM INSUL.ON 1l2" If'' w -_ 'I �I 'IL-�-�LJ ' W.i-I-I II 'II I-!-a1.1 IJI-l-'' 111 I�f'ILI ILLLJI J-I IJ-L-il-��ILI'-L.a�._ + GYP.BD. I� + Eli- I-~� Q a I II t_. 1 J_l_L ll1J..�J�J-_IJ J111!Ll1_1L!1 W I i-;1'I_1'Ll iJJll I L I. a a FIRST FLOOR �'111 ( I _J_i _1 I.� FIFE ! I!�i!_ tel! I ,I 1.LLu1-Jl��-lI,�L LL`s -LI.�J�!.�LL.�UI-- _ �u�+11 LLL.11aL! I ,,-a-I,'-!-moi!-moi-+ w a o,_o„ 7 —�� 1�L L11 ' J _ llwI fil �1�L1L — _ ! ! III I ! ' ! I D La Q W TYP.NEW EXTERIOR WALL CONSTR,: NEW CEDAR SIDING,OVER HOUSEWRAP ON 1/2"COX EXT. GRADE PLYWOOD SHEATHING ON Q EVATION 4)= SIDE ELEVATION 2"x4"WOOD STUDS INSUL. ON12" F J�m�o R•19 SPRAY FOAM INSUL.ON1/2"GYP.BD. SCALE: 114"=1'-0" Q 4 z O H a. a TYP.ROOF CONSTRUCTION: U W 20 YR.DIM.ARCH.ASPHALT SHINGLE ON q 30#FELT OVER 5/8"EXT.GRADE PLYWOOD SHEATHING OVER RAFTERS TYP.ROOF CONSTRUCTION: 20 YR.DIM.ARCH.ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT.GRADE PLYWOOD -r- ---------�- TYP.NEW EXTERIOR WALL CONSTR.: SHEATHING OVER RAFTERS W ___I_ ! J-�_ NEW CEDAR SIDING,OVER -_ -I-1� HOUSEWRAP ON 1/2"COX EXT. j ISL f I GRADE PLYWOOD SHEATHING ON 11 -_ - - -_- 1 .� 11J! 2"x4"WOOD STUDS 16"O.C.w! --- - --_ R-19 SPRAY FOAM INSUL.ON 1/2" -- - - _ -------- ! T', 'I NEW SNAP-CLAD METAL ROOFING - - ---- -I-I'-�-I ILi - L GYP.BD. -- - -- --- II I I I _= J--L SYSTEM BY PAC-CLAD OR APPROVED --__ _ I' II�I'I.-� �%-; 36"H.GUARDRAIL 36"H.GUARDRAIL EQUAL.COLOR TO BE SELECTED BY _ 11L1 ' LilJiIJI-! U .Ii I,I�I OVER OVER NEW 30#FELT 1 _1L 11 - �i1- EXISTING PLYWOOD SHEATHING OVER RAFTERS < I M ' w R .�c]SECOND FLOOR SECOND FLOO -I_1 i1' I ! ! iII1 LUL i� TYP.NEW EXTERIOR WALL CONSTR: I I I JT ! !' I I I NEW CEDAR SIDING,OVER �� 1_LLL.11 ! I I ! 1_ 1-I-L11 � ' �,�J.� \ 36"H.HANDRAIL x o z x "d. HOUSEWRAP ON 1/2"COX EXT. ! I i! i-il--L= -L-U--LLQ-i 1'LI ! I1LLL.JI I _. I � 1�1._! I'_.1 \ C7 0 o GRADE PLYWOOD SHEATHING ON I I! �Jma 1-1l I! ! !1,- I 1 i._J 1J..L I I i o < •F�-: 2"x4"WOOD STUDS @ 16"O.C.w! ! ! I I I' I 5 x LLLHJ J 1> I LJ 1J�Ji L u !: I IIILLI I I 3 R-19 SPRAY FOAM INSUL.ON 1/2" D ! I I I ! ! q LII J�� J L< III ! L'IIS �J 1 + GYP.BD. I LL Aul _�JJ I JL11LlaLII IJL!i;JL I !i J�JllI 1111 I� uJ ;�� I ; I ,I II! I� o FIRST FLOOR I �-i�--LTJ L1 J-IFi-SII--�� L ! I I ! I -L�-1L-L1-1L-ll- ,I�I I ;! �4L�_ =-L,.l--'-I -� _I_�I ! .. !{- .--�}_., I1� 'fit �}-� -- - FIRS FLOOR --- C, C, z x z �, THESE PLANS ARE AN INSTRUNIENT OF SERVICE (30) REAR ELEVATION �il� SIDE ELEVATION ANDATION ARE PROPFRTY OF THE ENGINEER. IS A ALTERATIONORADDFFION SCALE: 1!4"=1'-0" SCALE: 1/4"=1'-0" TO THESE OF SE TO VIOLATION OF SECTION ' '/2090F 7I@NEW YORK STATE EDUCATION LAW. SEAL: TYP.ROOF CONSTRUCTION: ZE OF r0 20 YR.DIM.ARCH.ASPHALT SHINGLE ON 30# FELT OVER 5/8"EXT.GRADE PLYWOOD CONT.RIDGE VENT SHEATHING OVER RAFTERS W/6"SPRAY (2)2X8 COLLAR TIES AT 48" 't v INSULATION(R-42),PROVIDE 1"MIN AIRSPACE O.C., w --1 2 2. TYP.NEW EXTERIOR WALL CONSTR.:NEW CEDAR SIDING,OVER HOUSEWRAP ON FO j0 X42 112"CDX EXT.GRADE PLYWOOD (2)2X8 COLLAR TIES AT 48" 10�P SHEATHING ON 2"x4"WOOD STUDS @ 16" O.C., O.C. w/R-19 SPRAY FOAM INSUL.ON 1/2" ® — -- GYP.BD. 4"X6"WOOD POST FROM FLASHING RIDGE BEYOND 2"X6'TREX'DECKING 36"H.GUARDRAIL o 3 t!2"X16"PARALAM —NEW SNAP-CLAD METAL ROOFING SYSTEM 6 c BY PAC-CLAD OR APPROVED EQUAL.COLOR SECOND FLOOR CONSTRUCTION W TO BE SELECTED BY OWNER OVER NEW 30# 3/4"CDX T&G APA RATED PLYWOOD FELT OVER EXISTING PLYWOOD SHEATHING SUBFLOOR GLUED AND NAILED TO 36"H.GUARDRAIL OVER RAFTERS W/R-30 BATT INSULATION FLOOR JOISTS(SIZE AND SPACING r SHOWN ON PLANS)@16"O.C. U END JOISTS MUST BE PRESSURE TREATED WHEN SECOND FLOOR CANTILEVERED QI PROVIDE WOOD BLOCKING �q ^ FIRST FLOOR CONSTRUCTION BETWEEN FLOOR JOISTS AT 314"CDX T&G APA RATED PLYWOOD CANTILEVER 3 112"X11 7/8"PARALA INSTALL NEW 1/2"GYP.BD AT CEILL, SUBFLOOR GLUED AND NAILED TO r a z FLOOR JOISTS(SIZE AND SPACING - l_ 1 INSTALL NEW R-30 BATT INSULATION SHOWN ON PLANS)@16"O.C.w/R-30 BATHROOM#1 BEDROOM 1 LIVING ROOMED �-- BATT INSULATION LEVEL EXISTING FLOOR TO MATCH C7 2"X6'TREX'DECKING I FLOOR AT LIVING ROOM [a]] Z rn (2)2x10 0 FIRST0 FLOOR -- -- (=�11 -- --- --- GRADE U (2)2x12 c SLAB CONSTRUCTION: INSTALL NEW R-30 BATT INSULATION AT � 4x4 ACQ POSTS a, BASEMENT EXISTING FLOOR JOISTS. 4"4000 PSLPOURED CONC. ANCHORED SLAB ON 6X6-10110 WWF.OVER F°--I CIO W Q X 6 MIL.POLY.VAPOR BARRIER d" 10"DIA.CONC.PIERS ON 6"CRUSHED STONE z W X W TO FTGS @ 36"MIN. COMPACTED FILL C) �, W BELOW GRADE c CU W En I4U N Q F 8"POURED CONC. 2x12 ACQ LEDGER BOLTED TO FOUNDATION WALL W/#5 HOUSE WI I/2"x3 1/2"EPDXY COATED REBAR @16"O.C.VERT.#4 a BOLTS STAGGERED @ 12°O.C. REBAR @16"O.C.VERT.,3500 INSTALL 1"R-5 RIGID INSULATION AT PSI CONCRETE MIN.ON A 4'-0"BELOW GRADE V-8"W.X 8"D.P.C.FOOTING F- z 1 SECTION SCALE: 1/4"=1'-0" W Q 3 1/2"X14"PARALLAM 3 1/2"X14"PARALLAM CONT.RIDGE VENT TYP.ROOF CONSTRUCTION: CONT.RIDGE VENT 20 YR.DIM.ARCH.ASPHALT SHINGLE ON 30#FELT OVER 518"EXT.GRADE 12 (2)2X8 COLLAR TIES AT 48" PLYWOOD SHEATHING OVER RAFTERS 3 1/2"X14"PARALLAM 51 (7 O.C., 12 W/6"SPRAY INSULATION(R-42), CONT.RIDGE VENT TYP.ROOF CONSTRUCTION: , (2)2X8 COLLAR TIES AT 48" _-_ 6 112 PROVIDE 1"MIN.AIRSPACE O 20 YR.DIM.ARCH.ASPHALT O.C., SHINGLE ON 30#FELT OVER (2)2X8 COLLAR TIES AT 48"O.C., a SECOND FLOOR CONSTRUCTION 6 1/2 p 5/8"EXT.GRADE PLYWOOD Ii TYP,NEW EXTERIOR WALL CONSTR.: U 3/4"CDX T&G APA RATED PLYWOOD A TYP.ROOF CONSTRUCTION: SHEATHING OVER RAFTERS NEW CEDAR SIDING,OVER HOUSEWRAP ON 112" w SUBFLOOR GLUED AND NAILED TO 20 YR.DIM.ARCH.ASPHALT W/6"SPRAY INSULATION CDX EXT.GRADE PLYWOOD SHEATHING ON 2"x4" FLOOR JOISTS(SIZE AND SPACING SHINGLE ON 30#FELT OVER r PROVIDE 1"MIN. _ j f 5/8"EXT.GRADE PLYWOOD AIRSPACE r WOOD STUDS @ 16"O.C.w/R-19 SPRAY FOAM SHOWN ON PLANS)@16"O.C. SHEATHING OVER RAFTERS 36"H.GUARDRAILI^ I INSUL.ON 112"GYP.BD. W!6"SPRAY INSULATION o ' SECOND FLOOR CONSTRUCTION PROVIDE 1"MIN. TYP.NEW EXTERIOR WALL (R-42), 4 CONSTR.: c� 3/4"CDX T&G APA RATED PLYWOOD AIRSPACE I SUBFLOOR GLUED AND NAILED TO W I NEW CEDAR SIDING,OVER FLOOR JOISTS SIZE AND SPACING [d I I II , i 36"H.GUARDRAIL HOUSEWRAP ON 1/2"CDX EXT. i i SHOWN ON PLANS)@16"O.C. fI I 1'-0" GRADE PLYWOOD SHEATHING - -- SECOND FLOOR L __ ! ��\ TYP.NEW ON 2"x4"WOOD STUDS @ 16" ----- -I I I CONSTR.:EXTERIOR WALL S ECOND FLOOR O.C.w/R-19 SPRAY FOAM SECOND-l" FLOOR ---- NEW CEDAR SIDING,OVER INSUL.ON 112"GYP.BD. 4 HOUSEWRAP ON 1/2"CDX EXT. _ GRADE PLYWOOD SHEATHING - --- ON 2"x4"WOOD STUDS @ 16" — I O.C.w/R-19 SPRAY FOAM I j FIRST FLOOR CONSTRUCTION INSUL.ON 1/2"GYP.BD. 3/4"CDX T&G APA RATED PLYWOODcn w SUBFLOOR GLUED AND NAILED TO U z FLOOR JOISTS(SIZE AND SPACING z I SHOWN ON PLANS)@16"O.C.w/R-30 w O FIRST FLOOR -- FIRST FLOOR - _— �� i L -I I F RSTATT I FLOOR ION Q Q a w MdIli U F L1 -0' INSTALL 1"R5 RIGID INSULATION AT x o R z GRADE Vo4 Ll 3 m 0 CD F a c z F v z o w v 3 3 M THESE.PLANS ARE AN INSTRUMENT OF SERVICE SECTION �� SECTION SECTION AN DA THE OF THE ENGINEER. III RADDITION L SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ALTERTIIESE ATION PLANS ISA SCALE: 114"=1'-O" TOATION FSECFA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL: - `P40OF j"O RESchieck Softwi3re Version 4.6.1 _ ► REScheck Software Version'4.6.1 0151E Fountlatlon Inspection compiles? I Commonblueumptlon: Compliance Statement The proposed building design described here Is consistent with the building plans,specifications,and other //A��'' >t 30 2 Compliance Certificate calcubtlon55ubn4.6.with to appliceM ndeprpposetlmentghas sted In to RESchtlto meet the 2015 IECC requirements in Inspection Checklist 3D3.2.1 Apro[ecUve coverinq is installed to OCOmphes Requirement will be met. P).� L� REScheck Version 4.6.1 and to comply With the mandatary requirements listed in the RESCAeck Inspection Checklist J (F011p.f'protect exposed exterior Insulation ❑Does Not _SSIOt\ Energy Code:2015 IECC and extenes a minimum of 6 m.belowy=' a No Observable iL Name-Title signature Date Requirements:39.0%were addressed directly In the REScheck software = ONot Applicable - Text in the'CommentS/ASsumptlons'column is provided by the user In the REScheck Requirements screen.For each 403.9.•:•Snow•and Ice-melting system controls❑Complies Project Wright residence requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [Fo1211' installed. ❑Does Not is being claimed.Where compliance Is itemized In a separate table,a reference to that table Is provided. 's3- ONot Observable C7 Energy Code: 2015 IECC - ONot Applicable Location: Suffolk County,New York Saetlon Plans Varlflad FI-Id =fled Additional Comments/Assumptions: Construction Type: p Pte-InspaetloNPlan Ravlaw V41ua Complles? Commants/Assumptien ype: Slnpla-family 6,Re.ID Value Project Type: AlterAtt.n ID3.1, Consbuctio drawings and ❑Complies Requirement will be met Climate Zone: 4(5999 HDD) 103.2 tlocumentatian demonstrate _ ❑Does Not _ Permit Date: IPRlI, energy code compllance for Ne _ I • Permit Number: V en veildl ng envelope.Thermal ❑NotAONot bsll ablbe lope represented on Pp Construction Site: Owner/Agent Designer/Contractor: onswctlondocuments. ( , Lou Pascarella 103.1, Construction drawings and ❑Complies �✓ 'i 2105 OM Orchard lane 103.2, documentation dem.mmste Codes Not a A East Marlon,NY 11939 Lwgl Pascarella P.E.,PLLC 403.7 energy code compliance for - No[Observable l 2061 Deer Park Avenue ❑ Deer Park.NY 11729 IPR31' lighting and mechanical systems.',„ ONot Applicable - /` 1631)421-3734 Systems serving multiple �' dwelling units must demonstrate compliance with the IECC W Commercial Provisions. 302.1,',.Heating and cooling equipment is Heating: Heating: ❑Complies .�. f• 403.7. sized per ACCA Manual 5 based Btu/hr_ Btu/hr_ ❑Does Not Fri W IPR2P on loads calculated per RCCA Cooling: Cooling: ONot Observable .IN.,' `Manualf other methods Btu/hf Btu/hr_ ONot Applicable H ;',approved by the code official. ' Envelope Assemblies Additional Comments/Assumptions: v ■_®_� �� WWW W � � North:Wood Frame,16'o.c. 617 19.0 0.0 0.060 33 rpt ly] Window 4:Vinyl/Fiberglass Frame:Double Pane Winn Low.E 60 0.310 19 SHGC:0.28 Z, Z West:Wood Frame,16'c.c. 37919.0 0.0 0.060 22 Window 2:wnyl/Flberglass Frame:Double Pane with Low-E 11 0.310 3 - �T^/ Q Z ^ SHGC:0.28 _ - South:Wood Frame.16'o.c. 617 19.0 0.0 0.060 33 ^ 1-y , �. rC Window 3:Vinyl/fiberglass Frame:Double Pane with Low-E 75 0.310 23 SHGC:0.28 Q East:Wood Frame.16'G.c. 379 19.0 0.0 0.060 18 �1 LL) 0„ Q Door l:Glass - 80 0.310 25 `/ H LL) SHGC:0.28 Q LL1 Floor 1:All-Wood joist/Tmss:Over Unconditioned Space 124 30.0 0.0 0.033 4 , Ceiling 2:Cathedral Ceiling 768 42.0 0.0 0.025 19 O LLL Cot 3: IL U 3:Flat Ceiling or Scissor Truss -• •- - -- -- Exemption:Framing cavity filled with Insulation _ fn 1 High Impact iTier 1) 2 Medium Impact ITler 2)TjLow Impact(Tier 3) 1 Hlgh Impact filer 1) 2 Medium Impact(Tier 2) i 3 Low Impact(Tier - -- Z Project Title:Wright residence Report date: 01/1920 Project Title:Wright residence Report date: 01/1920 Project Title:Wright residence Report date: 01/19120 Project Title:Wright residence Report date: 01/19/20 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 1 01`10 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\201911907 Wright Page 2 of10 Data filename:C:\Users\Edc\Documents\EJR DeSign%DmwingslPascarella\2019\1907 Wright Page 3 of10 Data filename:C:\Users\Eric\Documents\EJR Design\Dmwings\Pascarella\2019\1907 Wright Page 4 of10 Residence\Arch\COMcheck\Wrightl.rck Residence\Arch\COMcheck\Wrightl.rck Residence\Arch\COMCheck\Wrlghtl.rck Resldence\Arch\COMcheck\Wrightl.rck LQ I- D �� Sa,Rlon, section Section DIan9 Verinatl FI Verified %an:Vadnad Field Vadfletl Plena Verified Flaltl Vadfled a Fnminp/Rou9h-In Inspection Value Value Cempllas7 Comments/Assumptions 6 Ra.ID Insulation Inspaitlon ,IV=11.,. V e COmPlin7 Comments/AasumPtipns' 6 Ro.ID Final Inspection Provlslana Velua Value [omPlleaT Camments/AsiumpUons Is Re.ID 402.1.1. Glazing U-factor(arta-weighted U•_ U-_ ❑Complies See me Envelope Assemblies 3D3.1 .All Installed Insulation is labeled `❑Complies Requirement will De me[. 402.1.1, Ceiling Insulation R-value. R-_ R- ❑Complies Sett to1.0.pe assemblies ❑Does Nat tablelb,a es. UN13P. or the Installed R.values .❑Does No[ 402.2.1, Q Wood ❑Wood ❑Does Not utile br varves. 402.3.1, average). provided. 402.2.2, 402.3.3, V. ONot Observable ❑Steel 0 Steel ONot Observable Not - - - - 402.2.6 402.3.6, ONotApplicable _ ONot Appllable _ [Fills ❑No[Appllcable d02.5 402.1.1, Floor insulation Revalue. R- R-_ ❑Complies �.See me Envelope Assemblies IFR211 402.2.6 ❑Wood ❑Wood ❑Does Not table for valuer. -____ .- _--. O UNIP 303.1.1.1,CeIIIng Insulation Installed per '.'OCOMPlles Requirement will be met. 303..3 U-factors of fenestration products .' ❑Complies Requirement will be met. ❑Steel Steel ❑Not Observable 303,2 manufacturers irubmctlons. - •❑Does No[ [� - IFR411 are determined In accordance j" '' -❑Does Not ONot Applicable [FI2)1 Brawn Insulation marked every - '.4+. -' []Not Observable O" with the NFRC test procedure or 11` _-__ 300 W. - u; ONot Observable , rONcrop"Applicable taken from me default table. ) 303.2. Floor lnsulatlon Installed ns, ,y' „❑Complies Requirement will be met. ---- --- - U ONo[Appllcable _ - 402.2.7 manufacturer's InsVuctlith and ',❑Does Not 402.2.3: Vented attics wiM air permeable .;OComDlies Requirement will De met. fn 402A.1.3 Air barrier and thermal barrier ❑Compiles Requirement will be meL (IN211 substantial contact with the - IF12211 :n Insulation include banle adjacent(: "7 7: %v :❑Does Not LU underside of me tact r,or Boor ONot Observable "to song and eave vents that IFR2311 Installed per manufacturers )... - - Instructions. ❑Does Not 1t framing cavity the is In ., ❑Not Applicable extends over Insulation. t',r - 1.. �" ,ONot Observable sl 'ONot Observable content with the top side of _ M�" - I 4• _ ."ONot Applicable ONot Applicable ______ _ sheathing,or continuous 022 ARI access hatch and door R-_ R•_ ❑Com lies Requirement will be met. ' 402.4.3 Fenestration Nat Is not site bull[ OComplles Requirement will be met Insulation Is Installed on the _ IFI311 Insulation zR•value of the ❑Does Not IFR2011 is listed and labeled as meeting. .ODbe4 Not underside of floor framing and - I�:+ adjacent assembly. _ extends from Ne bottom to the ONot Observable , HAMA/1VOMA/CSA I01A.5.2/A440 (' Not Observable t! ❑Not Applicable 'A or has Infiltration rates per NFRC ' ,❑ - top of all perimeter floor framing } 400 that do not exceed code '❑NOt Applicable _members._ - __ 402.4.1.2 Blower door test®50 Pa.< 5 ACH 50._ ACH 50 ❑Complies Requirement will be met 402.1.1, Wall insulation R.value.If this Is a R ,R. ❑Complies see frit Envelom-en b!. IFI3711 ach in Climate Zones 1-2,and ❑Does Not 402.4.5 IC-fated recessetl IlphUnq fixtures' 'l - _ ❑Complles Requirement will be met 402.2.5, mass wall with at least%of the Wood Wood Does Not fable lar vaWes. <.3 cath In Climate Zones 3.8. 'lk 402.2 6 wall insulatlpn on me wall ❑Not Observable (FRI6P sealed at housing(nterior finish ❑Does Not ❑Mass Mass ❑Not Observable ONo[Applicable and labeled to Indicate a2.0 cfm IIN311 exterior,the exterior Insulation -- --andleak le 75 Pa. "•'❑Not Observable 0, requirement applies(FRIO). ❑Steel ❑Steel []Not Applicable 403.2.3 Duct tightness test result of<4 T cfm/loo -�_cfm/100 ❑Complles w ❑Not Applicable JFI4j1 cfM100 R2 across the system or R ft ❑Does Not ❑Com lies o-3 cfm/100 R2 without air U 403.2,1 Supply and R-B ducts In ct Is P -- -- ------ -- handler®25 Pa.Far rough-in ONot Observable Z IFR7211 Insulated>.R-B where duct is "OOoes Not 303.2 Wall Insulation is Installed per - •OCampbes Requirement will be met, ; tests,verificatlen they need to ONot Applicable - U >s 3 inches In diameter and>- "❑Not Observable IIN411 manufacturer's Instructions. ODoes Not _occur during Framing Inspection Q R-6 where<3lnches.Supply and - ONot Applicable ONot Observable 403.3.2 Ducts are pressure tested to Am/100 cfmI300 OComplies ••� tum ducts In other portions a/ "ONot Applicable T it ❑. the building Insulated-R-6 for, _ [FI27]1 determine air leakage with R ODoes Not diameter-3 inches and RA.2 - _ either:Rough-In test:Total - for<3lnches In diameter. - Additional Comments/Assumptions. - 403.3.3.5 Bull8ing cavities are ria[used as OComplles leakage measured wiof th a ONot Observable IFRISP ducts or plenums. - , _ ODoes Not pressure ss the system m0.1 inch ONo[ApPlicable O g,;cross the system le handler U V j j ONot Observable enclosurthe e IfcInsta led lat mof w ONot Applicable ' 403.4 HVAC piping conveying fluids - R-_ R-_ OComDlies test.Pos[anstruttiOn tesF.Total Z [FA171' hove 105 OF or chilled fluids ❑Does Not leakage measured with. be 55 4F are insulated to zR- pressure ss the entire of 0,1 inch I2-) Z w.g.across the entire system Q s W Z' }y 3 Not Observable Including me manufacturers air ONot Applicable _handler enclosure. 403..1 Protection of lnsulatlon on HVAC 'OComplies - 403.3.2.1 A r handler leakage designated "• - 4-.0 turplles ^7 >; F IFR24P piping= '' _ Oboes No[ - IF12411 by manufacturer at<.2%of •4 ,jam: 'ODoes Not WWW t 0 ❑Not Observable - design air flow. - ` ,,ONot Observable F"'�O Z L31 ONpt Applicable - -- _ - ONot Applicable ,`�`,O- 403.5.3., Hot water pipes are Insulated to R-_ -R-,_ OComplies 403.1.1+ Programmable thermostats J t _;:,OComplies (715 3 `U [fRIB1s, zR-3. ODoes Not ,'% ;-•r ,. 6 fn [F19P.' heatIledfor control o/pdmary :❑pats Not 4j ONot Observable ',:Initially set by a of m n ufacctturer to d� 4/O by manufacturer '�- ONot Observable od ONOt Applicable _ _ -code specifications. `yONot Applicable_ �� ❑ 403.6 Automatic or gravity dampers are I' OComPlies Requirement will be met - 403.1.2 Heat pump thermostat installed _ _`,ti-_:•.;i' `OComplles ^ [FR19P- Installed on all outdoor Cllr _ ❑Does Not INIOP on heat pumps. "(� _ ','Opaes Not .•Intakes and exhausts. ' _ -"ONot Observable - f _ - - ONot Observable p „❑Not Applicable - •r ONut Applicable Additional Comments/Assumption5:. 403.5.1CIlatn[Fl31P systems have automatic or - ,OOComplies Does Not N F-' O e '? g service hot water accessible manual controls. �` R` C+ r., Z ..., "ONpt Observable f t7 O ',',❑Not Applicable U ^ 1 Hlgh Impact(Tier 1) 2 Medium Impact(Tier Z) 3 Low Impact(Tier 3) 1 Nigh Impact(Tier 1) jiTMemum Impact(Tier 2) 3 low Impact(Tier 3) 1 Hlgh Impact ITier 1) 2 MedlUm Impact(Tier 21 j 3 Low Impact(ler 3)_ F1 High Impatt(Ter 1) 2-Medium Impact 3 Law Impact Mier 3) C ^ W --- ❑ 0. ❑ project Title:Wright residence Reportdate: 01/1920 Project Title:Wright residence Report date: 01/1920 Project Title:Wright residence Report date: 01/1920 Project Title:Wright residence Report date: 01/1920 Data filename:C:WSers\Eric\Documents\EJR Design\Dmwings\Pascarella\2019\1907 Wright Page 5 of10 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 6 of10 Data filename:C:\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 7 of10 Data filename:C:\Users\Eric\Documents\EJR Design\Dmwings\Pascamlla\201911907 Wright Page 8 of30 Residence\Arch\COMcheck\Wrightl.mk Residence\Arch\COMcheck\Wrightl.rck ResidenceWrch\COMcheck\Wrightl.mk Resldence\Arch\COMcheck\Wrightl.rck ?NESE PLANS ARE AN INSTRUNIENT OF SERVICE AND ARE THE PROPERTY OF TIJE ENGOVEER. ALTERATION OR ADDITION TO THESE PLANS IS A _ VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PAA CANTILEVER NOTE: STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: �END OF NEw�'O END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP, CONTRACTOR IS TO VERIFY THE SIZE, STYLE& WHEN CANTILEVERED STRUCTURAL MEMBERS(TYP.) EXHAUST. PROVIDE MIN. 100 CFM EXHAUST FAN. MANUF. OF ALL NEW WINDOWS AND DOORS WITH g� 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 2"MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR - BRICK VENEER r `' 6"TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED, n 'L PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. OPENING OF 5.7 SQ.FT., MINIMUM HEIGHT OF ROUGH OPENING NOTE: �" —rr . }`�` �" 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 DOOR AND HARDWARE NOTE: SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS LIN E OF WALLS ABOVE 'O T� CONTRACTOR TO PROVIDE AND INSTALL ALL NEW WITH THE MANUFACTURER' SPECIFICATION PESS01 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 O OS HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: i. CARBON MONOXIDE DETECTOR PROVIDE SMOKE DETECTORS AS PER THE RES. Q CODE OF NEW YORK STATE INTERCONNECTED AND a WOOD POSTS 1 1 HARDWIRED TO ELECTRIC PANEL 15'-0" -30 1 POSTS FROM ABOVE SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE U TYP. NEW EXTERIOR WALL CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP ATTENUATION BLANKET AROUND ALL ' 0"-=- =4 44" -�4' "- -J 1 CONSTR.: NEW SIDING, OVER 36" H. HAINDRAIL BATHROOM/POWDE:R ROOM WALLS. HOUSEWRAP ON 1/2" C D 2 1T. 1i„ . _ __ _ �, - - GRADE P YWOOD SHEATHENG ON !!22 — �� 4 RISERS c�i7 7 3/4" (MAX), I.F. �� —@ (2) x10 (2) 2x10 (2) 2x10 - DECK GIRDER 2x4 WOOD STUDS @ 16 O.C. w/ 3 TREADS @ 11" 2x6 TREX DECKING r1 w w I � „ , , ( FASTENED TO 4x4 ACQ R-19 SPRAY FOAM INSUL. ON 1/2" u) 2 x6 TREX DECKING p STS ANCH RED TO GYP. BD. 3 1�_2 2�� JUL 2 7 20?1 O U PROVIDE 1/8" SPACING ® 0 +/'3- 0�4 9'-2" 5' " 0 -2 p c� 10" DIA, CONIC. PIERS BETWEEN BOARDS ca TO FTGS @ 36" MIN, c TYP. INTERIOR WALL "` T"•,." I ' wr CONSTRUCTION:+/-6'-3" o 1 �2" BELOW GRADE ONE LAYER OF 1/2" GYPSUM WALL -- (2)2x'10 WINDOW/SLI DI N-- D W I I BOARD ON EACH SIDE OF 2"x4" o_ _ LINE F SECOND FLOOR G DOOR SCHEDULE LE m BAL ONY ABOVE STUDS @ 16 O.C. w/2 x4 SOLE N SQ. FT. SQ. FT. 2x12 ACQ LEDGER BOLTED TO HOUSE W/1/2"x31/2" I PLATE AND (2) 2"x4"TOP PLATES NAME MANUF PRODUCT SIZE REMARKS '� Z Z >, c•� EPDXY COATED BOLTS STAGGERED @ 12"O.C. __ = GLASS VENT � > +; — —_ — -- — % % A ANDERSON 400 AW451 4'-4 13/16"x 2'-4 3/8" AWNING WINDOW77, Q Z _ .. I (2)2x12 SERIES WITH 4 I — 4 _ 4 V _ 4 STORMWATCH -301 I �, -301 io -301 U - 1 - ►� a C� x12 FLOOR JOISTS o PROTECTION A-I 8" POURED FOUNDATION �* I @ 16" O.C. I I 8"x16" FDN VENT TO BE co = `o WALL WITH NEW BILCO DOOR BEAM POCKET I BIAS � ENT: I :�; I SELECTED BY CLIENT _ O rcx1V z N Q B ANDERSON 400 CW135 2-4 3/8" x 3'-413/16" CASEMENT WINDOWWITH MANUFACTURER 4 P URED CONC. SLAB. I I o - Q •- o SERIES WITH PROVIDED NEW BILCO STAIRS .< ._' •�.' •. .' - 8" POURED CONC. o U L7 x 1 ... _ _ _ _ _ _ 6X6- 0/10 WWM. OVER 6 I :> I o U- o STORMWATCH O r "� MIL. LY. VAPOR BARRIER I FOUNDATION WALL W/#5 NEW BILCO o c� PROTECTION C> W tN OVEN COMPACTED FILL I f REBAR @16" O.C. VERT. #4 _ DOOR WITH OOM #1 x 0 �- 1--� 'v I REBAR 16" VERT. 3500 C° MANUF. DINING ROOM N o U N Q E- DRILL& EPDXY#4 DOWELS x I :' I �I� 3'-0" 5'-8" I f @ O.0 PROVIDED c p C ANDERSON 400 C33 5-11 7/8 x 3-0 1/2 CASEMENT WINDOW 12"AT 16" O.C. VERTICALLY TO f PSI CONCRETE MIN. ON A p '-1V2" `� SERIES WITH CONNECT PROPOSED PDN. TO ( L - - - - - - I S I .; I T-8"W. X 8" D. P.C. FOOTING NEW BILCO 4' 11"m 6'-11" u- STORMWATCH EXIST(MIN. EMBEDMENT INTO I < Q O STAIRS _ r PROTECTION a EXISTING CONCRETE L - - - SIMPSON MODEL N - - - W' : BOTTOM OF NEW FTG TO = = D ANDERSON 'A' FWGD 5'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIO FOUNDATION 4") + -2�_4�4� HUS210-2TF FLUSH N m C Q O REF w w NEW BASEMENT MATCH BOTTOM OF EXIST. CONNECTOR °Q 2-9 4 8 (V m -1 H _ SERIES WITH 6068 DOOR LACCESS (TYP.) N N N o •- -N STORMWATCH -�-- - 3 1/2"x 11 7/8" - W CO PROTECTION " DRILL & EPDXY#4 DOWELS x 12 m PARALLAM m co N W LINE OF WALLS 1 ,. _ , -7-6o W I AT 16" O.C. VERTICALLY TO 1 _312' 6'62 N +/-7- 01Y4 �, _ - E ANDERSON 400 AW251 7/8 x 2'-4 7/8 AW!UING �lJINDOW �, N o ABOVE (TYP.) OB OB SERIES WITH LINE OF EXISTING 8" CONC. CONNECT PROPOSED PDN. TO EXIST (MIN. EMBEDMENT INTO ao Q o M S STORMWATCH ti A BLOCK FOUNDATION TO EXISTING CONCRETE _ N _ p _ PROTECTION REMAIN I Z7'-O" CEILING HEIGHT - FOUNDATION 4" °' ZN cn z u _ �_ U) IN THIS AREA I ) 0 3 0 � C/) T KITCHEN 3 F ANDERSON 400 A281 2'-8" x 2'-4 7/8" AWNING WINDOW w ( I I oo x p _ - - - SERIES WITH 'v -' z _ STORMWATCH EXISTING EXTERIOR E�TQGE M o ad N PROTECTION 0 Z a) WALL: �l h 1/4 91/2" FLU °' ,_Q ,. ,. U) �- O INSTALL NEW SIDING, 0 d - - G ANDERSON 400 A251 2 7/8 x 2'-0 5/8 AWNING WINDOW C� W OVER HOUSEWRAP ON � a WOO POST, TYPD SERIES WITH o µ: ( DOUBLE JOISTS UNDER ALL EXISTING SHEATHING. 4x6 WOOD STORMWATCH WALLS PARALLEL TO q P POST, TYP. A PROTECTION f o J W I ; I STRUCTURAL MEMBERS AND O EQ EQ X O H ANDERSON 400 A231 5'-11 5/8"x 2'-11 15/16" AWNING WINDOW Q BELOW WOOD POSTS (TYP) N N SERIES WITH w ( °• I STORMWATCH 00 > w "NA OLEON ASCENT 35" PROTECTION a w I GAS FIREPLACE to J ANDERSON 400 A2251 4-9"x 2'-0 5/8" AWNING WINDOW f `O SERIES WITH > LIVING ROOM O STORMWATCH a b - cN I I ,.4 I ih PROTECTION x f I •� r F� j I I I o 19'-51/4 O i I N 2 2 °° O � '• I I I � 1 � LO E~ 1 3/4"x11 7/8" 230 TJI I I O N w cN AO FLOOR JOISTS @ 16" O.C. I I N LEVEL FLOORS c i TO MATCHN W rte, - ' I (N C14y Q Co 31/2"7777.jx11 7/8" PARALAM — W Q A.. ch A e E F LL LITE > N f I EXIST. ENCLOSED PORCH 3 x 6 00 T BE z w U CONVERT TO HABITABLE ELE T D BY E-+ v z ►� o I I i t o SPACE 9 WN R V co I ,', I I I oo IS A UM. o f ¢ 5 z o � CR EN DOOR N A O O O REMAIN L- - - -- - -- - - - - - -f sk _ . - - -- -- - - - - - - - - - - 1Q NEW 8" POURED CONC. 1 FOUNDATION WALL, 7' HIGH, ON 1 EXIST. WINDOWS AT ® O x ' A T-8"WX8"D P.C. FOOTING ENCLOSED PORCH TO ` N O REMAIN V-0" +1-14'-3Y2" 2'-9y4" x '� Q o RE AN LOWER LEVEL FIRST FLOOR Off e- THEUMENTSE PLANS SERVICE INSTRUMENT OF SERVICE CONSTRUCTION PLAN CONSTRUCTION PLAN ANDARETENGNIE PROPERTY OF THE NGTNER, SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �pF NEWS iar a . i ROOFING NOTE: CONTRACTOR TO PROVIDE ICE AND WATER19 EXTERIOR BALCONY W/ 36" SHIELD ON ROOF EAVE TO A POINT UPWARD A FES 10NP H. GUARD RAIL 2'-0" MIN. PAST THE INTERIOR SURFACE OF THE EXTERIOR WALLS AND T-0" ON BOTH 1 SIDES OF ALL HIPS. VALLEYS AND RIDGES. CD 5'-2" 8'-0" i TYP. INTERIOR WALL 5'-10" TYP. NEW EXTERIOR WALL CONSTRUCTION: CONSTR.: NEW SIDING, OVER ONE LAYER OF 1/2" GYPSUM WALL HOUSEWRAP ON 1/2" CDX EXT. BOARD ON EACH SIDE OF 2"x4" GRADE PLYWOOD SHEATHING ON STUDS @ 16" O.C. w/2"x4" SOLEb 2"x4"WOOD STUDS @ 16" O.C. w/ PLATE AND (2) 2"x4"TOP PLATES 9 R-19 SPRAY FOAM INSUL. ON 1/2" A-1 — — — GYP. BD. w o �T� (2)2x10 4 I 12 12 -01 14'F4" -301 I E 1/2 p Q 61/2 1 o I I ►—+ GR$bM #1 to 12"x10" ROOF RAFTERS ¢ 2"x10" ROOF AFTE�S °x° I I LINE OF ICE& @ 16" O.C. W @ 16" C.C. 17 rn �t WATER SHIELD04 I N I N m A (TYP.), SEE ROOFING I I w r NOTE ON THIS I x - - � o Lo co I� SHEET z N Z � co Z W x —(Oy—— —L@ — — — — I ^ M to 2 2 12 It Jx1 PROVIDE 1 -0 � '�- c� 11'-2 2 ® t W/D IBERGLASS I It 1N � AN w/ FLOOR -04 I 12 12 W a jyfT DF AIN FOR I 6 1/2P7P �-Z:Z�61/2 LOFT I WA6ING io I I TYP. ROOF CONSTRUCTION: Q W 00 MAC INE I 20 YR. DIM. ARCH. ASPHALT U o A Q `N co I I 2"x10" ROOF RAFTERS 2"x10" ROOF RAF RS I SHINGLE ON 30# FELT I--� o X i R I OVER 5/8" EXT. GRADE @ 18 O.C. J @ 16 O.C. P -- — M N I I PLYWOOD SHEATHING I '-3' OVER RAFTERS W/6" SPRAY C.4) 33 I a I INSULATION (R-42) Aj� 8'-2y2 - d - 01 BATHROOM - 1 4"x6"WOOD 36" H. Atl w I E OF V_( POST HANDRAIL `, 7'-10y4 4"xo WOOD P ST I BELOW, TYP. M 3 1/2"x16" PARALAM 1- - - - - _- - - - - - - - - - - - - - - - - - -1 o W � N (2)2x8 COLLAR TIES AT 48"O.C., POST FROM SEE SECTIONS ( g RIDGEI - I 12 12 I Z bo FOR ADDITIONAL co61/2p Q61/2 w a N INFORMATION c = _ _ _ _ _ = N I g I O z I I I a¢ I U) O N 1 i z W a x _ M I N I Q V con 2"x10' ROOF RAFTERS 2"x10" ROOF RAFTERS I I `e) i o m WG 2 @ 16" O.C. @ 16" O.C. 2 J 0 -301 I •2"x10" ROOF RAFTERS. 2"x10" ROOF RAFTERS i 5 a @ 16"O.C. @ 16" O.C. I 00 > a MF 4x4 WOOD I I Q 4 " ARALA POST, TYP. L - - F_ - - J SNAP-CLAD METAL — — — — — F — NEW SNAP-CLAD METAL ROOFING SYSTEM BY ROOFING SYSTEM BY /0/ N, PAC-CLAD OR PAC-CLAD OR APPROVED APPROVED EQUAL. COLOR TO BE EQUAL. COLOR TO BE SELECTED BY OWNER OVER SELECTED BY OWNER EQ. 3'-1" EQ. 1 NEW 30# FELT O +/_20.14 OVER EXISTING W Z PLYWOOD SHEATHING I I U < OVER RAFTERS – – – – – – W Z,Q p_, QOM a 04 vZ p O U Hoz w zoo z C� a � ° o � ~ �H ¢ U O `v Wd A Cly U SECOND FLOOR CONSTRUCTION PLAN ROOF PLAN w SCALE: 11/4"=T-0" SCALE: 1/4"=T-O" 0 0 A 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, V N STRUCTURAL N CANTILEVER TE:O U OTE KITCHEN EXHAUST FAN NOTE. WINDOW AND DOOR NOTE: OF NEW END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. CONTRACTOR IS TO VERIFY THE SIZE, STYLE & LEGEND� }p WHEN CANTILEVERED 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 "" WALL CONSTRUCTION " DOOR JAMB NOTE: EMERGENCY ESCAPE WINDOWS: THE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 2"MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR BRICK VENEER 6"TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED. n w PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF ROUGH OPENING NOTE: 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 •� 1� �� DOOR AND HARDWARE NOTE: LINE OF WALLS ABOVE CONTRACTOR TO PROVIDE AND INSTALL ALL NEW WITH THE MANUFACTURER' SPECIFICATION �'E'SstoraP 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 v< 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 V C O 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 W 1 1 HARDWIRED TO ELECTRIC PANEL WOOD POSTS A-30115'-0" A,-301 I POSTS FROM ABOVE SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE - - TYP. NEW EXTERIOR WALL CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP It) '-0" 4;3' 4 " 1 " CONSTR.: NEW SIDING OVER 36" H. HAINDRAIL ATTENUATION BLANKET AROUND ALL 1/2 BATHROOM/POWDER ROOM WALLS. a b� 11 _ - = HOUSEWRAP ON 1/2" CDX EXT. ^ 1 211 - (2) 2x10 GRADE PLYWOOD SHEATHING ON --._.._.._........._.__. .___.____._®N...__._._.......__.....__~_~__.._.~.._...__..~.~...._....___ — ---®— — ..__.. _.-_... - 2"x4"WOOD STUDS @ 16" O.C. w/ ____.........._._.__.......---_..._._______4_.RISEIRS._ 7-•3/4"•MAX , V 1 F W (2) x12 (2) 2x12 (2) 2x12 DECK GIRDER @ ( )~ 2"x6" 'TREX' DECKING a W R-19 SPRAY FOAM INSUL. ON 1/2 ------------------�----_____.3-T�READS-@--1-1-'�- FASTENED TO 4x4 ACQ GYP. BD. l �"'TREX' DECKING • POSTS ANCHORED TO + 3 -, , ____._.__.______ _ _2 2" ;• /-3-10 - o O U PROVIDE 1/8" S CING 4 W _. '-.2".._._.....____.._.._---____..__.._....._-___._.....__........5'-10"....�� . .. N Y BETWEEN BOARD N 10" DIA. CONC. PIERS = TYP. INTERIOR WALL _ TO FTGS @ 36 MIN. - 0 11i. .._......_.. ..__...._...___.__..._.~.........._......................_....._...______._.._...._._......__._. _........___...._... _~~~..~._.._..........___. . I II N 0 I II N ' 1 1 +/-6-3 �- p @ 151-011 � 1 -2�2" BELOW GRADE � � CONSTRUCTION: it ............._......_..�...�._:._.._��_...�.....0.......__.._:_:........_.........:�:_:�:.�_��.�� ::�.::_;_......-�:-M ....��:�__:� ONE LAYER OF 1/2 GYPSUM WALL N I BOARD ON EACH SIDE OF2"x4" ;; =µ==== N==w;= o = aw : mO2X 01~ WINDOW/SLIDING DOOR SCHEDULE W w M LINE OF SECOND FLOOR it " " I _ x...___� BALCONY ABOVE ^• STUDS @ 16 O.C. w/2 x4 SOLE _. .__ .~ . _...__._._ �,.,...�_ ...... ._-. _.........__..,� l�._ N N I __ SQ. FT. SQ. FT. 2x12 ACQ LEDGER BOLTED TO HOUSE W/ 1/2"x3 1/2" PLATE AND (2) 2"x4" TOP PLATES - - - �, -�=- -- - - -N NAME MANUF PRODUCT SIZE REMARKS Z N EPDXY COATED BOLTS STAGGERED 12" C_C. ......•. ~ ~ -_.__ __~ .._._...._.. D.._.. - GLASS VENT - - - - - - - - - - - - - -L�- =-. - - _............ _.... A a •. ° ANDERSON 40 AW451 4 4 13/16" x 2' 4 3/8" AWNING WINDOW � Z 0 ' i - ".., I (2)2x12 SERIES WITH 4 I - - - - -i-f - - - - - - - - - 4 4 — �j 4 STORMWATCH A-301 �" II A-301 A-301 U I / x12 FLOOR JOISTS I A 301 o PROTECTION p _ g`g WALOL WITH NEW URED DLCO DOOR � 'ATION + ( @ 16" O.C. I _.' I 8"x16" FDN VENT TO BE _ co C H BEAM POCKET I BASEMENT: I I SELECTED BY CLIENT - O o x z N SOC B ANDERSON 400 CW135 2'-4 3/8" x 3'-4 13/16" CASEMENT WINDOW W WITH MANUFACTURER - - 4 P URED CONC. SLAB. I °:'• I o N - Q PROVIDED NEW BILCO STAIRS ,,�. , S,. `' Q 8" POURED CONC. o U co x o SERIES WITH _ _ _ _ _ _ _ 6X6-10/10 WWM. OVER 6 I F I o �- N o STORMWATCH � FOUNDATION WALL W/#5 NEW BILCO o - co N W I x MIL. POLY. VAPOR BARRIER I OOM #1 0 - PROTECTION � l o W N OVER COMPACTED FILL I I REBAR @16" O.C. VERT. #4 _ DOOR WITH x O U REBAR @16" O.C. VERT., 3500 MANUF. DINING ROOM �, b DRILL & EPDXY#4 DOWELS x ,-ten `,* �I� 3'-0" 5'-8" I I PROVIDED o p 1 C ANDERSON 400 C33 5-11 7/8 x 3-0 1/2 CASEMENT WINDOW 12"AT 16" O.C. VERTICALLY TO *; I PSI CONCRETE MIN. ON A p 2-1�2 SERIES WITH NEW BILCO CONNECT PROPOSED FDN. TO - - - - - - CM OS 1 -8 W. X 8 D. P.C. FOOTING STAIRS 4'-11"N J 6 11 � STORMWATCH EXIST (MIN. EMBEDMENT INTO PROTECTION EXISTING CONCRETE 1 - SIMPSON MODEL NO. BOTTOM OF NEW FTG TO HUS210-2TF FLUSH "' O N D ANDERSON 'A' FWGD 5'-11 1/4" x 6'-7 1/2" FRENCHWOOD GLIDING PATIO FOUNDATION 4' + -2'-414" CM S \ O REF Z NEW BASEMENT MATCH BOTTOM OF EXIST. CONNECTOR 2'-11" N o = SERIES WITH 6068 DOOR L1J ACCESS (TYP.) N s 6 a N N N o STORMWATCH � 3 1/2"x11 7/8" — - NU - c; PROTECTION II co m N cn DW zo DRILL & EPDXY#4 DOWELS x 12 PARALLAM 1 �- I ... o o LINE OF WALLS „ 1'_312" 6'-6211 N '_ +/-7'- 0�4 — E ANDERSON 400 AW251 2'--'+ 7/8 x 2-4 7/8 AWNING WINDOW N H ABOVE (TYP.) , AT 16 O.C. VERTICALLY TOrn CONNECT PROPOSED FDN. TO "O _ - OB SERIES WITH LINE OF EXISTING 8" CONC. EXIST (MIN. EMBEDMENT INTO c 0 o (o M S STORMWATCH Q O ` BLOCK FOUNDATION TO _- N _ M - PROTECTION I EXISTING CONCRETE N Eo O ZT-0" CEILING HEIGHT o - JREMAINFOUNDATION 4 ) -� O o U- F- IN IN THIS AREA o 3 00 ccn _ KITCHEN 3 F ANDERSON 400 A281 2'-8" x 2'-4 7/8" AWNING WINDOW z A-301 O TO A-301 SERIES WITH w O O O - - STORMWATCH - I -- - - EXISTING EXTERIOR STOR GE �, 0r � = = O N 00 0 5 1/4"1<9 1/2 FLUS LVL N PROTECTION U z j WALL: 0 J I fi INSTALL NEW SIDING I • � 11 G ANDERSON 400 A251 2'-4 718" x 2'-0 5/8" AWNING WINDOW °- a - - - - - - 4x6 WOOD 4"x4" WOOD w OVER HOUSEWRAP ON � �,.� � � SERIES WITH p DOUBLE JOISTS UNDER ALL EXISTING SHEATHING. POST, TYP. POST, TYP. U STORMWATCH � U PROTECTION 0 v� WALLS PARALLEL TO OA �, N OA m W I STRUCTURAL MEMBERS AND x EQ. j EQ x H ANDERSON 400 A231 5'-11 5/8" x 2'-11 15/16" AWNING WINDOW Q BELOW WOOD POSTS (TYP) N N SERIES WITH w STORMWATCH w "NA OLEON ASCENT 35" PROTECTION w GAS FIREPLACE I I 0Q J ANDERSON 400 A2251 4'-9" x 2'-0 5/8" AWNING WINDOW SERIES WITH a LIVING ROOM o I ' I O STORMWATCH ±: o PROTECTION o I I m X I N - 19'-5%" O I o 4 - 1. N 2 0O O I 2 I � A 301 A 301 I I I w I p 1 3/4"x11 7/8" 230 TJI O x w LEVEL FLOORS x O FLOOR JOISTS @ 16" O.C. I I I N TO MATCH N W Z U 3 1/2"x11 7/8" PARALAM77 T- -- QQ � Q NEW"FULL LITE" W Q �" EXIST. ENCLOSED PORCH DOOR TO BE ¢ z W U I I CONVERT TO HABITABLE SELECTED BY z � I� o SPACE 2 x 6 $ OWNER o ° z W Eo I I I I o EXIST. ALUM. o ff I i i Y I SCREEN DOOR w Q O O TO REMAIN a L _ — � _ I a a a r - - 0 — — — — — — — — — — — — — — — — — NEW 8" POURED CONC. o H 1 1 EXIST. WINDOWS AT N o x z FOUNDATION WALL, 7 HIGH, ON A-301 A-301 '. o z � � A 1'-8"WX8"D P.C. FOOTING ENCLOSED PORCH TO ^ c�I H N 1 3 REMAIN JAN 1 1 ��J21 3'-011 +/-14'-3y2" _ Q JILL 11 11 Q THESE PLANS ARE AN LOWER LEVEL FIRST FLOOR INSTRUMENT OF SERVICE CONSTRUCTION PLAN CONSTRUCTION PLAN :.AND ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION _ SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" = To THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 1 pF N E lilt Y TYP. ROOF CONSTRUCTION: co 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD CONT. RIDGE VENT ., SHEATHING OVER RAFTERS W/6" SPRAY (2)2X8 COLLAR TIES AT 48" INSULATION (R-42), PROVIDE 1" MIN AIRSPACE O.C., TYP. NEW EXTERIOR WALL CONSTR.: NEW CEDAR SIDING, OVER HOUSEWRAP CN 1/2" CDX EXT. GRADE PLYWOOD (2)2X8 COLLAR TIES AT 48" A FESS01 23 SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C., O.C. w/ R-19 SPRAY FOAM INSUL. ON 1/2" GYP. BD. 4"X6" WOOD POST FROM FLASHING RIDGE BEYOND 1'-0" O 2"X6" 'TREX' DECKING 36" H. GUARDRAIL - 0 3 1/2"X16" PARALAM NEW SNAP-CLAD METAL ROOFING SYSTEM 0 0 BY PAC-CLAD OR APPROVED EQUAL. COLOR SECOND FLOOR CONSTRUCTION TO BE SELECTED BY OWNER OVER NEW 30# 3/4" CDX T&G APA RATED PLYWOOD 00 FELT OVER EXISTING PLYWOOD SHEATHING SUBFLOOR GLUED AND NAILED TOOVER RAFTERS W/ R-30 BATT INSULATION FLOOR JOISTS (SIZE AND SPACING 36" H. GUARDRAIL � ll SHOWN ON PLANS) @16" O.C. V END JOISTS MUST BE 06L SECOND FLOOR PRESSURE TREATED WHEN9'-1" CANTILEVERED _ PROVIDE WOOD BLOCKING l FIRST FLOOR CONSTRUCTION BETWEEN FLOOR JOISTS AT r' SUBFLOOR GLUED AND NAILED TO w 3/4" CDX T&G APA RATED PLYWOOD CANTILEVER 3 1/2"X11 7/8" PARALAM INSTALL NEW 1/2" GYP. BD AT CEILING., w FLOOR JOISTS (SIZE AND SPACING - INSTALL NEW R-30 BATT INSULATION Z SHOWN ON PLANS) @16" O.C. w/ R-30 BATHROOM #1 =�SPTORAGEL LIVING ROOMbo BATT INSULATION— �- a, 2X6 TREX DECKING (2) 2x10 FIRST FLOOR w GRADE ►--+ � z (2) 2x12 _ 1 3/4"x11 7/8" 230 TJI FLOOR JOISTS .` BASEMENT SLAB CONSTRUCTION: @ 16" O.C. 4x4 ACQ POSTS co 4 4000 PSI.POURED CONC. ANCHORED - SLAB ON 6X6-10/10 WWF. OVER NEW 8" THICK POURED CONC. _447 I6 MIL. POLY. VAPOR BARRIER FOUNDATION WALL WITH #4 BARS @ H W a 10" DIA. CONC. PIERS ON 6" CRUSHED STONE 48" O.C. VERTICAL W/ (3) #4 BARS WW TO FTGS @ 36" MIN. '. COMPACTED FILL HORIZONTAL @ 16" O.C. p W a BELOW GRADE — a_ 8"x16" POURED CONC. FTG. W/ (2) #4 1 o W W CONT. BARS 8" POURED CONC. 2x12 ACQ LEDGER BOLTED TO FOUNDATION WALL W/#5 INSTALL NEW R-30 BATT INSULATION AT HOUSE W/ 1/2"x3 1/2" EPDXY COATED REBAR @16" O.C. VERT. #4 NEW FLOOR JOISTS. BOLTS STAGGERED @ 12" O.C. REBAR @16" O.C. VERT., 3500 INSTALL 1" R-5 RIGID INSULATION AT PSI CONCRETE MIN. ON A '- 4'-0" BELOW GRADE 1'-8"W. X 8" D. P.C. FOOTING w (jl) SECTION SCALE: 1/4"=l'-O" ' o N W 0 3 1/2"X14" PARALLAM 3 1/2"X14" PARALLAM Q CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: CONT. RIDGE VENT 20 YR. DIM. ARCH. ASPHALT SHINGLE z ON 30# FELT OVER 5/8" EXT. GRADE w 12 (2)2X8 COLLAR TIES AT 48" PLYWOOD SHEATHING OVER RAFTERS 2 3 1/2"X14" PARALLAM 6 1/2 12 W/6" SPRAY INSULATION (R-42), 0 O.C., O CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: 6 1/2 PROVIDE 1" MIN. AIRSPACE v z (2)2X8 COLLAR TIES AT 48" 20 YR. DIM. ARCH. ASPHALT a O.C., SHINGLE ON 30# FELT OVER (2)2X8 COLLAR TIES AT 48" O.C., o a SECOND FLOOR CONSTRUCTION 6 1/2 2 5/8" EXT. GRADE PLYWOOD Fl� TYP. NEW EXTERIOR WALL CONSTR.: U 3/4" CDX T&G APA RATED PLYWOOD TYP. ROOF CONSTRUCTION: SHEATHING OVER RAFTERS J o W NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" SUBFLOOR GLUED AND NAILED TO 20 YR. DIM. ARCH. ASPHALT W/6" SPRAY INSULATION CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" c Q FLOOR JOISTS (SIZE AND SPACING SHINGLE ON 30# FELT OVER (R-42) PROVIDE 1 MIN. Of WOOD STUDS @ 16" O.C. w/ R-19 SPRAY FOAM ui SHOWN ON PLANS) @16'" O.C. F 5/8" EXT. GRADE PLYWOOD AIRSPACE INSUL. ON 1/2" GYP. BD. IL SHEATHING OVER RAFTERS 36" H. GUARDRAIL C) -0„ w W/6" SPRAY INSULATION o c D SECOND FLOOR CONSTRUCTION (R-42), PROVIDE 1" MIN. o TYP. NEW EXTERIOR WALL , CONSTR.: 3/4 CDX T&G APA RATED PLYWOOD AIRSPACE SUBFLOOR GLUED AND NAILED TO NEW CEDAR SIDING, OVER FLOOR JOISTS SIZE AND SPACING 36" H. GUARDRAIL HOUSEWRAP ON 1/2" CDX EXT. SHOWN ON PLANS) @16" O.C. 1'-0" GRADE PLYWOOD SHEATHING SECOND FLOOR TYP. NEW EXTERIOR WALL SECOND FLOOR ON 2"x4"WOOD STUDS @ 16" SECOND FLOOR 9'-1" CONSTR.: 91-1It O.C. w/ R-19 SPRAY FOAM g._1.. NEW CEDAR SIDING, OVER INSUL. ON 1/2" GYP. BD. tO HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS @ 16" O.C. w/ R-19 SPRAY FOAM _ FIRST FLOOR CONSTRUCTION INSUL. ON 1/2" GYP. BD. 3/4" CDX T&G APA RATED PLYWOOD00 W SUBFLOOR GLUED AND NAILED TO U Z FLOOR JOISTS (SIZE AND SPACING O SHOWN ON PLANS) @16" O.C. w/ R-30 W BATT INSULATION Q z w F'' a U FIRST FLOOR FIRST FLOOR FIRST FLOOROgL F-+ z INSTALL 1" R-5 RIGID INSULATION AT Q ° z Q DE 0 NNW Q I� w O z f o z w w o THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY SECTION OF THE ENGINEER. SECTION SECTION ALTERATION OR ADDITION SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" SCALE: 1/4"=1'-O" TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. is f �l a� ti0� NEWT NA T T " IT ON TOR A ) I D D _ � , �� r- \,,(Po � � ---c��': psi��a �• ,�p�P t9� OC`'I PI 1 �` BGGCD g/ PROPOSED 2ND , .,. M U ; FLOOR BALCONY 1 1/2 STORY FRAME 0_1 PROPOSE � DECK GARAGE/ „. vO AMY lbo AV 11 ow 0 4 21,321 PROPOSED 250 S.F. (125 SF PER FLOOR) 2 STORY ADDITION 6 w PROPOSED 240 SF 2ND W / STORY ADDITION a �Q o, .o 0 GL °4,I v Q vO w SU FOLK CO y Simpson Strong-Tie H2A List of Drawin S: ROOF FRAMING DOUBLE TOP PLAT v� Way T-100 COVER / PLOT PLAN CRIPPE ST ~ Q S W \ T-101 NOTES JACK AND KING STUDS TO BE STRAPPED 0 o W W WITH 1 I/4" 20 GA. GALV STRAPPING. 12" HEADER-WIDTH VARIES N U T-1 O2 NOTES MIN. ON STUD FULL BEARING ON HEADER T-103 NOTES ® 1 PLOT PLAN A-101 FIRST FLOOR REMOVAL PLAN AND PLUMBINGHEADER STUD FULL LENGTH WALL STUD ® ® o SCALE. 1 -30.0 RISER DIAGRAM NOTE: ® A-102 LOWER LEVEL AND FIRST FLOOR UPLIFT CONNECTION IS REQUIRED AT EACH Z CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF A-103 SECOND FLOOR AND ROOF CONSTRUCTION PLAN 1 1/4" 20 GA. GALV STRAPPING HEADER STUDS IN ADDITION , A-201 EXTERIOR ELEVATIONS 12" MIN. ON STUD CONNECTORS WALL STUDS, AND AT TOP OF NO UPL[FT AND BOTTOM OF CRIPPLE'S I � A-301 BUILDING SECTIONS CONNECTOR RF,Qi RED ! Q EN-101 ENERGY CODE COMPLIANCE POST TO GIRDER JOIST HANGER FOR I� EN-102 ENERGY CODE COMPLIANCE SIMPSON STRONG-TIE (CC) 2 X INSTALLATION CC INSTALL @ 1611O.C. Abreviaiions° TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS A.F.F. ABOVE FINISHED FLOOR ZO NOTE: CFM CUBIC FEET PER MINUTE RIDGE CLIPS (LSTA18): C.I. CAST IRON a CMU CONCRE;_E MASONRY UNIT U ALLOWABLE ASD TENSION LOADS FI C.O. CLEAN OIJT W - 1160 LBS. USE FOURTEEN (14) IOD NAILS COL. COLUMN OA OVERALL Q o CONC. CONCRETE OC ON CENTER CL CENTER LINE OC OUTSIDE DIAMETER Simpson Strong-Tie DL DEAD LOAD OPNG OPENING HD7B OZ OUNCE DN DOWN ° o 0 0 o DR o ° 0 DBLDOOR DOUBLE PSF POUNDS PER SQUARE FOOT (1 PSI POUNDS PER SQUARE INCH _ II a DWG. DRAWING PVC POLYVINYL CHLORIDE °° o ° DWR DRAWEI' o o PC PIECE ° PERP PERPENDICULAR ° 0 ° EHCI EXTRA HEAVY CAST IRON o ° o PIL PILASTER Simpson Strong-Tie , .. ° ° ° EL. ELEVATION PL PLATE LSTA18 ° .a° ° e` o ELEC. ELECTICAL, ELECTRIC p/L PROPERTY LINE Simpson Strong-Tie EXP. JT. EXPAT•`SION JOINT PLAS PLASTER HCP EXT. EXTERIOR, EXTERNAL PLYWD PLYWOOD STUD TO PLATE RIDGE STRAP TIE HOLD DOWN DETAIL FAB. FABRICATED PROP PROPERTY JOIST HANGER FOR LTP4 OR WRAP COIL STRAP SIMPSON STRONG-TIE (LSTA18) HIP CORNER PLATE SIMPSON HD7B PRCST PRECAST W WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATE. I,STA STRAP TIE INSTALL @ 16" O.C. SIMPSON STRONG-TIE (HCP) TENSION LOAD: 6645 LBS F.B.O. FURNISiaED BY OWNER PREFAB PREFABRICATED U HCP2- 2X MEMBER SIZE FIN. FINISH PT POINT PTN PARTITION HCP4- 4X MEMBER SIZE Q FXTR. FIXTURE w w FL. FLOOR QTY QUANTITY ¢ w NOTE: FLUOR. FLUORESCENT R RISER y UPLIFT: 575 LBS FDN. FOUNDATION RA RETURN AIR ¢ z LATERAL: FI - 130 LBS FT. FOOT, FEE-I RAD RADIUS z C7 LATERAL: F2 - 55 LBS ® 1 STANDOFF FTG. FOOTING REQ'D. REQUIRED z SATISFIES CODE REV REVERSE REVISION 3" MINIMUMRAL CONTRACTOR® GL GLASS o REQUIREMENTS RH RIGHT HAND ¢ 0 SIDECOVER RO ROUGH OPENING p U E5 G.W.B. GYPSUM BOARD ROW RIGHT OF WAY N w H/C HANDICAPPED REINF. REINFORCE, REINFORCING �. / LFTA HD. WD. HARD'J1'OOD I SECT A35F HM HOLLOW METALMOD.SECTISPECIFICATION CATION HVAC HEATIN:r/VENTILATING/ N O x z i AIR CONDITIONING N C7 TBD To be Determined z \� 16 ` T&G TONGUE AND GROOVE w 3 0 f Simpson Strong-Tie LB. POUND TYP.TYPICAL ¢ Two _ LTB40 LL LIVE LOAD Simpson Strong-Tie UL Undenvriter's Laboratory H2A L. LENGTH/LONG H2A LT. LIGHT VIF VERIFY IN FIELD THESE PLANS ARE AN RAFTER TO ]DOUBLE TOP PLATE PROVIDE FOURTEEN MIN. MINIMUM W/WITH INSTRUMENT or SERVICE (14) 1 O NAILS MISC. MISCELLANEOUS WC WATER CLOSET AND ARE THE PROPERTY AND ALL VALLEY CONNECTIONSWD WOOD OF THE ENGINEER. JOIST TO JOIST POST TO CONC. FOOTING TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT ALTERATION OR ADDITION SIMPSON STRONG-TIE (H2A) SIMPSON STRONG-TIE (LTB40) SIMPSON STRONG-TIE NO NUMBER W/O WITHOUT TO THESE PLANS IS A SIMPSON STRONG-TIE (MTS 16, A35F, LSTA, 4BP) WWF WELDED WIRE FABRIC VIOLATION OF SECTION H2A INSTALL G� 16" O.C. INSTALL AS SHOWN CBSQ44 USE BOTH MTS 16 AND A3 5F INSTALL 16' O.C. NOM NOMINAL 7209 OF THE NEW YORK NTS NOT TO SCALE STATE EDUCATION LAW. Genera Requ rements of the Residential Code of New York State Tvblo 3.10 Roof Shenth;rvr fAtirchniont Requirements for Wind Loads, - or- NEw b!o3.4A Rafter and/or Cef"Ing Joist to To!t P lete Latern I and Shen r. Corne,ction Exposure 0 t-I e I A lVat I I S lto a t h f g rZ c,q,,,I re,m c,n t n, f 0 r W In d L a a d 5, - r-.*,X P 0 S re P. The below listed Chapters, Sections or Appendixes are only part of the 2015 INTERNATIONAL Requiraments - Exposure B .............. RESIDENTIAL CODE. Please refer to the 2015 INTERNATIONAL RESIDENTIAL CODE for Pres,criptive Alternative to Table 3.4) ------- ------ CO riv�,c Sccord Cu5t WiLl_Srl�tll IS 5 .......... --_-......... T�rce,;e�end Owst I iLIOLL any Chapters, Section, Appendixes or Exceptions, in whole or in part, that are not Noted. ni- ry 'I FS eo 120 130 150 LQ Fln"Secmd Cust�ViqdSm-j(m,''l. I no MR�RJI�RA'�S11`""NI'�'11M, VIC%. F r; r r, F, F F 1". F E Jr STRIt l(,'TLtR AT,PAN EL Unless otherwise expressly stated the words, terms, tables and figures listed within these construction jo�,,;t %Vail Nunli`,�- r org'd 0"unritor, lot 104 13ox,N40s 47rueftai!ed) - ' 'ill, Sb�at`ai�lgi Height(�U� IRtquiivd in Each Rit"cr anNor Cci li;ig Joist to Top Plare CoprtTv,�r,� i'l-m"Zion acriv�s vx) k!it sr.rul!�n-Rd C(en tmiri Nnil,e,I K Nn it,(iw hrli, notes can be found within the Residential Code of New York State - 2015. 6 12 6 12 12 6 12 6 12 11clics,ox�) PESS01, 2 2 3 3 3 6 11 2� 6 12 6 12 (1 12 6 I� 6 12 6 2 r 67 F 2 3 3 3 4 4 4 19- 6 1 01 1 6 12 6 12 6 12 6 1�7, 3�s 3"', CHAPTER 3 BUILDING PLANNING i 4 21, 12 12- 6 12 6 12 fl V 6 12 6 IS 2 3 3 4 4 ....... 7��:,,"717 1z, Section R301 - Design Criteria 4 4 5 5 5 5 2 6 12 6 6 12- f, f 1. 6 6 6 6 fl f; 6 3 11 4 5 6 prrivV1,4�it F�gt Zone 12, NVO 0 1 S T R VCT I I Z A 1 11 AINT'.1, R301.1 Design - Building and structures, and all parts there of, shall be constructed to safely support 11-micrphvi:limits arc basej or, in Tklc 1A, I G 12, 6 6 11 b 6� 6' 6 6' 4' 4' Acr�%�,i Stud, t J lmittd in B, 24 6 6 6 6 6 44 4 44 all loads, including dead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic 61 Cah!c Etulwall Ra*c ot P�kc Tru,�i� [Ilcck t� 61 6 6 1, 4 4 Pare,!TNk,�ktt,�ss Oto in,"I'alled parallcl loniflcn,�,tile stim ofthe shal) 4 Ctabl i� I R Ac, 1-4s'l v,o R at. 0,l,erivar.,t 6,1 6 i loads as prescribed by the 2015 INTERNATIONAL RESIDENTIAL CODE. tahrulawd rlunilk-r of nails raqnii�d� -1�8 4 To a v ai il se,i t tria,no,raorz,than 2 toenai 1,shal I be insta I led in each si&�of a mPer or c ci 1 i ng when AsIrricit to a Zx4 top plate or 3 tCxm,4i1q;I,vwhsilt,�txlben flistet,��d to a 2X6 ion 7`1 15,32 3, _6 1 3 1�1, 31 kf i inruro NumIttz of Rd('vm-T,,tqi N�uk TABLE R301.2(1) CLI&IATIC:AND GEOGRAPHIC DESIGN CRITERIA 0,,wlm-,ox,) Pcr Support 24 T'I 771(], 2 2 2 SUBJECT TO DAMAGE FROM ICE SHIELD Ixvor IXI9 Shelth:11lI 1249.� Ta h 1 3.4 D, Elplift Strap Connection Req,virements - Exposure IND SCISMI WINTER UNDER- i i GROUN W ll��0 o"I-.1-1 she\1_111ME-L 12-_141Z IFIRERBOARD St]EATITI',�G SNOWLOA DESIGN I Frost fine DESIGN LAY-MENT FLOOD AW FREEZING (Roof-to-1,41,1all, Wall-to-Wall, and WrIl-to-Foundaitlon) Q, ATEGORY111 Wea!herhts' denth" Termite' Deca)� TEMP' RFOUIRED' HAZAR!n:__.I �E Nzll spac�ng 21 p,,.nel It ti,) ----------- (Prescriptive Alternative to Table 3.4) eitnen's"iOn lem"K's, 130mph B Severe 3' rain. Mod/ Slight/ 13' F Yes it iiro�nng at in fhtplrot r6d(In.) T___-__._- ......................... ....... F Na' Stud spxing NNIFIMITI! wzi!lin.4(�tiif6e of ew r(W,in�hAinlii r.A�tan tac�Side of the vx)f tak,the 4 f"'01 pertmeer eflg-lortit ahachincru R301.2.1.1 Design Criteria - Residential Construction within Nassau & Suffolk Counties must be Dead",.qd Asstimptleriv Rocif"Ceilint A,,v,�eribty DL 15 p,,f �har tv littd, 12 1,12 designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame Thme Second Giva W�-J Tahu!W��,J 12 inch ox.n4d�,Pzlclrg a�snunw��-4wwhiFgi1tuQhorf to fnwnng onclk"I'ers,%"it!'(3, 0 19 F,�rfia,nimg 'r 9 th nail 1-1 icwmbet�,%vith 0,42 G ,0,, 85 1 1�10 r 1�1 1,2 11,2 '5`32 'S sp�K-318��W!be rc&:,edto 6 nx ,I\, El M, I Construction Manual for One and Two Family Dwellings (WFCM) - 2001 T 6 u la i c d 6 i n-z h c�,c,na i I c in,?a. t rre k h es th int;a 1 U��bt d 0 r I ft C truss,i5ra"o i ag"in c Tin.�K,r%,w i t�G>0.4 9 F fin,al�n g n��nl Iv-s wi < 4 (;<t) 9 th Fraining Spacing(in,) Rm f Sp an Nuinber of'Rd Com mon N it,,I s t)r I Od Box Nal:i 1pi,:in:s�hall bc mdumd to 4 in&,�,�,ox. in Each 1,nd of I-1 f'4"x 20 gag',C,Strap, Tal�u'nvvl 4 ir,,�h 0,c.rt�lil�paciry��mwne,�h,7,dhiyig AvIzle�wd to raller'o,M"ftlrrli-�Y 1*lVr.,1,erl l,.vitlh G>"Aq Forfnam�ng rreinbe,,,,wrih 0.42<G<0.41�,thzt nail 110A 111)1;1 UFA Tt 1111 N"G qpa",ulgi�fiall be mdu-Nxi to I iaen�,s 3,c ........... (di-wornIPy acnal�,,,3 or more skippprN) Table 3.1 Nailing Schedule 2 2 3 3 16 1 1 1 2 2 3 3 3 (ir,-hest ox,) mininnon board Number of Number of 20 1 1 2 2 2 3 3 4 Common Nails Box Nails Nail Spacing 12 1 1 11 2 3 3 4 4 Joint Description 5 1 2 1� 1 1 4 4 R eqt!f roments, for %�,'Ind 7 Table 311 Wint! Slionthing and Cloveldinct Attachment 5 8 5 'ROOFFRAM WO,,' 5 �_% � t\l T T, rTq .......... Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3AA) per raftcr 31, 1 1 2 3 1 4 5 5 Loads - Exposure, B 24 'R 5:,X 51.9 t; V 5,11,111 r Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) perjoist 2 1 --- -------- ...... 3 4 5 6 Ceiling Joist to Parallel Rafter (Face-nailcd) (see Table 3.9A) (see Table 3.9A) each lap 7t Ceiling Joist Lops Over Partitions (Facc-iiailed) (see Table 3.9A) (see Table 3.9A) each lap 1 2 2 2 3 3 4 Three steond(;.,,t Collar Tic to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie 1 2 2 4 4 R"3 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end M [Ell IN) Illt i5n 2-16d ach end Rim Board to Rafter(T3nd-railed) 3-16d e I 1 2 2 3 4 4 5 Tastile Top Pinto Splice rZequirements� for ind - lExrics, r , a, 't a r y f'�i I a 0,1 es a C-r r,d c,, NNIALLFRAMING 24 1 2 2 3 4 6 n a IT6] F F F r �D Top Plate to Top Plate (race-nailed) 2-16d' 2-16d' per foot 2, 1 2 2 1 4 S 5 6 Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 32 1 2 3 4 5 6 Snid spacir's Shcathir, tnt......... Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. 19 A<") sr�"Jn r, Corn,-m�n or t0"!f ox 4�6 h A l6d 36 2 2 4 4 7 tit R Header to Header(Face-nailed) 16d 16"cite.along edges WNWN44w&�._-___kk __ ,�.__ I'll, I I'll,11-----1�11-knOwk W-k-w-- I I I-11111k,_ - _ ___ 8 12 1 1 2 % 3 4 4 (see TabI6 3.5A) (see Table 3.5A) per stud Top or Bottom Plate to Stud (End-nailed.) 16 1 1 2 3 4 4 5 6 12 6 1 L i 2 El 6 11 6 2 2-16d'�2 per foot (I I 1 1,1 1'� 5 6 6 6 12 1`1 1 6 12 6 12 it 1.�, 12: Bottom Plate to Floorjoist,Bandjoist,Endjoist or 4 4 - 6 C1 Blocking (race-nailed) I 2 4 1 2 2 3 4 5 (1 7 12 6, f� IQ 12 6 U 6 1Z 12 12 Uzc 70nzt� 6 12 1, 1 4 IQ - FLOOR FRANIING 5 (1 F Joist to Sill,Top Plate or Girder (Toe-nailed) 4-Rd 4-1 Old perjoist I 2A t z 12 2 12-, '3 4 7 12' 12� Bridging to Joist (Toe-nailed) 2-Rd 2-10d each end Blocking to Joist(roe-nailed) 2-Rd 2-1 Od each end 315 2 3 4 5 9 RD SHTIATITINOT or LAP SIT)N`G Blocking to Sill or Top Plate(Toe-nifled) 3-16d 4-16d each block 12 1 2 -1 1 1 4 si��,athrr\,�size Size Size Raffiv-'Tne,,��sr'��Cing Ledger Strip to Beam(F ace-nailed) 3-16d 4-16d cachjoist k,,f&t Conawi�N W,o� t:,�t llo,�NNO,�, Joist on Ledger to Beam(Toe-nailed) 3-Rd 3-10d perjoist 16 1 2 2 3 4 5 5 f; o,c.) Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist 7 per foot 4 LU Band Joist to Sill or Top Plate(Toc-nailcd) 2-16d' 3-16d ROOF SUFATHINC. 7 X 4 Structural Panels Rd lod (see Table 3.10) 4"", it in Diagonal Board Sheathing 6 7 91 gn! I"x6"or I"xV 2-8d 2-1 Od per support 4 C) I"x 10"or wider 3-8d 3-10d per support �Tr tl�,.-�d or. 4"Tabi;,. CIAIIINC 811FATHING' > 't, np r i k ke s�;, it c c,� f 4, 1 0 r W in IN '1 1,P, v\,�r,�'�:,,Il r-,qti� �,,c,nail n 0 5d coolers 5d eoo1c,, 7 edge 10"field 'her l!" !a Gypsvm Wallboard 15�e 9 P�Q NVALL STWATtlING if n L W Structural Panels 8d 10d (see Table 311) b,� I rlzuit a, cridi"Ci T0,�Aite,! g Fibei,bo:ird Panels z 7/16" 6d' 3"edge/6"field C-�1 '131 ............. .............. .............. LU 25/32" 8d, 3"edge/6"field Gypsum Wallboard 5d coolers 5d coolcN� 7"edge/10"field (see Table 111) T b A' 3.0 A R i d o S- S,t r op, C r rr t i; r"e.I Cc n s o r "2, 0 Rd 8d TaMe 3.12A Rocnf fe", 1"IL"Id Lfila"ri"'s - Hardboard ParticIcbriard Panels Rd Rd (see manufacturer) .......... Alte!n, tive W TaNle 3,C.; Diagonal Board Sheathing El E::] CL LU �.w 2-8d 2-1 Od per support I"x6`or I"xti" 0 I`x 10"or wider 3-8d 3.10d per support U FLOOR SHEATHING AL SIff:A1 I I ING 'Tilt z2o wo 4t� i5il -ioll 3 or mo-e Structural Panels I"or less Rd 10d 6"edge 12"field Rc- i, n t rilb,�t o J m,u-noin N,"a ii or Z)dl P x Na ih�i r i� cnd o, I-1`4 St tvip Ralle-'Tru,�t� 10d 16d 6 edge 6"field Pam-)TNCkl,<,�-s(in," greater than V UJ Diagonal Board Sheathing i V cb c o"k�, I"x6*'or I"xg" 2-8d 2-10d per support 3,R > 3IF, LLJ per support I"x 10"or wider 3-8d 3-10d E:1 - ----------- 4 4 3 6 3�S. 3N 3�S Nailing requirements are based on vall sheathing nailed 6 inches on-center at the panel edge.if wall sheathing is nailed 3 inches oft-center at Ole 3 "Y' panel edge to obtain higher shear ca)acities,nailing requirements for structural members shall be doubled,or aftemate connectors,such as shear 3 3 X, 716 7i]6 > plates,shall be used to maintain the load path, N 75 1-2 Q. 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 3 �2 7 3 3 4 7 13, 4 Corrosion resistant I I gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. 3 3 (khasuou'lly 3'Co-vnore AMERICAN FOREST&PAPER ASSOCIATION 2 3 4 R.1 OP e T rnm�Spacing ar 4 4 20 1 2 ........... 4�12 24 2 4 5 6 Tia,Mte 3.20 Rottorn Plate to Fcundatlon Connecticins (Anchor Dolts) Resistirg 2 2 "1 3 4 3 6 -4 3_t Lateral and Shear Loads from 141ind - Exposure r�, 3,4 F17] 5 1� 51's 5 IS 4 4 5 Y4 (Prescriptive Alternative,to Table 3.2) 5,K 3-4 34 4 24 14 3 2 2 2 3 3 S pecd 20 1 1 2 2 41 -1 33 4 _�,l'u-nde-tion Sapporliac 5�12 2 4 1 2 3 3 4 5 �llfixitwirti Arr,�h(,r Fob Spacmg On,)�' 2 2 3 21, 32 2 2 2 1 4 4 5 6 T,-nble 3.1213 [VTaXIMUM Roof Sheathlng� Spans for Roof Livo and Snow Leads C, 3 A-whor B,,n- at 32' D.C. 5 0; 7 r) it 1-3�toric� 4 5 2 2 2 ........... plitin P tv r I)I i Ve I i al a a! h I s e,1! S,3 u 1'r i,c S it I'I d I�1 c 2 2 3 tli�ad I'mad Assurill s:lloo"Asvembly 1A, [�)_Lf ............ F 17 W.S�n arz�\N�r NA-;�c used%,ntsi�t iip!iflt,lmeml,andshcar loarr"th�m3ximitnl IfOhm k,(\,Itqpwirp On',]not cxrotld the wNulat<d vatm;Gr arlill Joldi(TaN�12C)tit'lale"IInd Olearlo�id�(TnN��tt 2Pji, 20 1 1 2 2 2 3 4 < Z_ 0 4 Ro,�,,f Live 1111V7MC;11,% `�,T ASS()CIPTlo� 3 4 D T,,tb0nre_d ai,�,Iw%lr In'll fol i4nd load,&,suloc V""lls are Arw�cd in �,61h&,,etikki 3 4.42 For:�i i�r%vll Awmlun,� Grottritt Sno%v Load L 7- tytv.,the t,,,i,lilateJ anchor �p,,�nngs strall be d:vidtd 1w the apprm,miatt slhca1iing ty�v idjr,�tmenl bl TiNc 3.,7D,but iri m, klqllt 2,� 1 2 2 4 4 5 Lo\,"td ancho�N.41 S k��c"xj�,foci Lm cnitu, 3'� 1 2 3 3 4 5 5 20 I ", For tl�n�e';eclN1d1 gusl l�i ad sirv�ds grmatlr 01.1r, 1 1 0 rilph,with a t-n'b"'L,�1ed ral VzluT fi�,ra Tahle 5 ptlta�m tfi�m,2l') pit,lAeml sh'sil 1, 36 7 2 1 2 3 4 4 5 0 ln�1 5 fromTakh I - S rt 3 il 2 .1 12 1 1 1 1 1 Rifte-1,ni"s ""brathin,Typ�, Raltni (,I- 16 1 1 2 2 3 20 1 1 2 2 2 3 1 1 %Voc-0 strkl,�%mll 11,11"'Os .14141 3 24 24 19,2 16 24 1 1 2 21 3 3 4 ('Shcwhinp Gradc�,C.r, 4. 28 1 2 2 2 31 3 4 4 C-D,O�;B) -4 i(I t l6 24 24 19,2 19,2 0 32,116 1511Z 144 24 114 19.2 1 4 4 5 T.-Ift 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 12 1 40 20 19"121 24 24 24 (14 1 6 3 4 r, - 0 1 1 24 24 z Ressisting Uplift Loads from Wind - Exposure B 4,.�.4 1 7�1;1-� �4 Ti',Oaled connectior, shall Int!rctmated to be injlti-oij�,,d by(),7()for fmining m",lo"c-ted within 8 feet of Nzilding 24 (Prescriptive Altenative to Tablp 3.2) C(ITM ts Wkv-jd Sla"Icturall Note), I A 01c, !9'32 2 4 24 10'.) U .... ............. ------ T�Ibul:,,Ied ridgt,c�,nnectios loOkav;ome a buildiog hwated in Expasum,B u�nr Grtlkfe,,�. 19�3 2 2 4 24 24 ri -------- Tabuhtted emioevtion�reqk1imtricnts am la-s,:le oil toat uplift illinus,0,6 of th,�forlf"l-cri"bly deae lelld(0.6-k 10 Vnitcrlayment,C-C I -1-1 23%32 24 74 24 2.1 130 140 IM Tabul al C omnwc tion re,q,,t imm enl,�ate loa�,A 0-1 a 12 i n Q1,h ridil simir spaci it gl f�)r dif ler-clit i dg,e-t spac i n,-,m e 1 1 IV the ,�t!Lch I I 1 12,ct\c, 7`8 24 24 44 24 1-:11ov,ni,lillali�tz�1,04odafion An'tor Bo t, tab�llaled l,alue-"'Y tile sippr(,rriai'� be?"W: 21 1 24 2,t 4 24 rcunda�ion Svrponin, n Mayinnum Aticht,�Plolt Spacing(i, ------- 4 il I HESE PLANS ARE AN Con,�cllrql Re�;q;rlj_ 32' D.C. ��ori Spacl.n-tt(;q,) 0 1——AS kirober Boalr!shit,ohirl"! INSTRUMENT OF SERVICE K End Zollet, k1tiltiplier I I Common 5"s i 1)2 16 AND ARE THE PROPERTY 1,3 ltorks X Upkfl, kh1wri "Uniber of 1�ail�;rvquir�!e in e Ach e�d of hk�strai�is equal to I iind the framing,is attat:h"'I in ao�or�'aric"w:!ll T 24' _T_ A _OA OF THE ENGINEER, &-cs 1-3 v� -2 1 7-7 1 5: [tit Tubl��3.1,1 11,�.n,4\,,T slrap&nil additional nailing i-N not rqui,-M, ALTERATION OR ADDITION I _J 4� rd io liet.ora strap,the nurnbe�of 10d common naik reqvimd irt ca"h end of the,collar til:need nof lze�criplive litnit�arc,bn�cd on in'Liblel,2, k%qierl a Collar tut is us 4 1 q,2 191 16 TO THESE PLANS IS A N,Iis,ary wwei to re\�i�,tup!if`l,la-ral,and 6tar loidi, a,whor toh st"leiklit the 1��.bulatcd rulmbcr of Fd cornmon riils in a Qccl strap,or t1he liumitt�r 4 12d box nall�;in Cad',cn,4 cfth��c(Alax need VIOLATION OF SECTION ,,,bAl twt C',,meO ffic l"\st-of the wlluhit�,d not e,cecd ili�t tall�llatedt rmmt�rof 10d K�na+;in a�te,1 stlap, vaNcs for uplifl,lo,Os(Table 4)r Lm,,ml an I sh�ar]wuti(Telih,�3.210 7209 OF THE NEW YORK STATE EDUCATION LAW. of NEW Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, 6. Wood structural members supporting moisture permeable floors or roofs that are exposed to the y0 R301.2.1.2 Internal Pressure - Windows in buildings located in wind-borne debris regions shall Section R308 - Glazing P y , other than 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 CO impervious moisture barrier. a . 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, 7. Wood furring strips or other wood framing members attached directly to the interior of exterior ' ,� ry opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of 8311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the _' :_ ;� p g p q g part 1201. Glazing shall comply with the CPSC 16 CFR, Part 1201 criteria for Category I or concrete masonry walls or cote walls below rade except where an approved vapor retarder is applied permitted handrail height and below the required headroom height. Handrails shall not project more b ASTM E1996 and of ASTM E1886 referenced therein. Category II as indicated in Table R308.3. between the wall and the furring strips or framing members. than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and TATE I��CI >3 A below the handrail height, including treads landings in &TNI�,`!U l CATEGORY CLASSIFICATION OF GLAZING g , g a d gs shall not be less than 31.5 inches where a �ESSt��1P Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 -- - " "'" '- -�-'--- -'�-' ' -'-' -'-"""--- - -' -- - - -"'- -'-' - ------ -- - " -- ----- Section 8320 - Protection Against Termites handrail is installed on one side and 27 inches where the handrails are provided on both sides. feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut GLAZED PANELSi GLAZED PANELS � ANO ENCLOSURES I R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties, methods of GLAZING IN STORIM= REGULATED I3Y i REGULATED BY REGULATEDBY 1 ExpoGs-J sL FirAcr oR CC3I.mNATioN GLAZING IN ITUA 7 Or SECTION€ITEM E GE SECTION 1 rtmw 5 LP SECTION i SLILIN(11 G?.As a protection shall be b chemical soil treatment r to cover the glazed openings with attachment hardware provided. Attachments shall be provided in � ,��€ DOORS, 1 8311.5.2 Headroom - The minimum headroom in all parts of the stairway shall not be less than 6 feet P Y , p essure preservative treated wood in accordance with 'AREA OF ON SOF 1 KGs s Ft��.T I�II €>� � 113€#I.4 '�SCIG�?s PATIO TYPE E � �f$..'r�;;.:>� ;'�,,•k, ONE , I 4 the AWPA standards c�+ LITEIITF it , I I _�� ic�r3 FIs> > ,IrE�r cI„ Ic r„ ry cli�. I €cr�Ic.",pry Gt.a listed in Section 323.1, naturally termite resistant wood orphysical barriers �. € accordance with Table R301.2.1.2. __. .._,_,, _ __, _.____ _________ w_F.___.._..______._.___....._, .__m .,.:.......".........._..........._I 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface5 _ �E I'# ieFss I I NR' ' I II II 1 such as metal or plastic termite shields), or an combination of these methods. ""' '?I tE�:#r « t'I tt _ .__ tI zI E> t € i a .._ of the landing or platform. ( P ) Y 0 . , .:,a."',•t;. TABLE DI f'9..]V .L�T�____ ___.._«......_.«......,» .._.____._.___._ _... ............._._.._.__.__... iviltv€IPoiUi�i llfmtf=o�?�L' L1i5TI�IBI,iTED I»i�fE i.CIAi�'� r,: c r S1, (I€�paur�cis r scI#aa#�ft+c�t1 � r (,__�.._'__'_'----..._._.. .<».,n............._....- .«...,,,,..,...,..,...e,®,M».�, S ,s . •• i,ile .1�3 ,.,., '3r Yt! 12'€ru I t (1 - USE T„I,'E I.�A� �~; g ser height shall be 8.25 inches. The riser shall be measured 8311.5.3.1 Riser height The maximum riser ,,,•. .r,, �.,,,�',�;�' FOUNDATION - A 20 A A##<s L�tItI ii..=llr:ri Its lit:= > 20 � vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - �''�=`rw vy•• '''' Attics without a#=° °��<� �_� ii) � stairs shall not exceed the smallest by more than 3/8 of an inch. Section 8402 - Materials '4 8308.4 Hazardous locations - The following shall be considered specific hazardous locations for the l_rrs.f�€ �_. .�..�..,,�.....�.....€ ' ' R402.2 - Concrete - All Compression Strengths for Concrete Basement Walls Foundation Walls >Pur purposes of lazing' 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 8402.2. P Y I=ira 0 1. Glazing in swinging doors except jalousies. measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a =(.I€I:ir<i<' ils a,r3iil:€tlril';r:Iz3 I a€ I 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 R403 - Footings a Ist€:{rtrziis ir,-rtli ctirl): I�':i,: €, SIIcloset 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 TABLE 9301.6iY ;� za r "�' a..re��esu ' _ _..-_---- 3. Glazing in storm doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads pP g W NTININIUNI ROOF LIVE LOADS IN POUNDS-FORCE IZCXMIa t4IW r tail�kc y ,,rte€"I ', ,�� shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the W PEE SQUARE FOOT CST'I'IORIZONTAL.PROJECTION ._�_,_.a._� „ ____� _ 4. Glazing in all unframed swinging doors. shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the resulting loads to the soil within the limitations as determined from the character of the W , ......................_-___- s < f „ ,,. g soil. Footings TRIBUT�€M LOADED AREA IN ---_----_--,.,"°„� - - --„--„--- � 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. a SCLiASCPEE'�I~OnANY Stairs � 40 ' ' shall be supported on undisturbed natural soils or engineered fill. Z STRUCTURAL MEMBER ---- -' 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 oint not more than 12 inches from the ,_.., _w__._.____.._,_._,____.� ___ 3, � P P P90F SL0PE � I t?€'�? I u __".. .M.____.._...._.._....._.._,_,,,,__,_.,"._,.�, �.,__._.,..�_�io.�t#t?��"�1t t�€E ''tt3v�r€I I �t:a�I�a=r�t;:a:ar�fc�>i-tJ.(I.g"F�I<'�:'€t:�.I�;cluai�,iE'ir•8€=f>d�3t;rn'. I r�=r.Err>i-44'5N 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 (� R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1 3Flart or riw kis'than 4 rriohcr I ,I. � i� I::Iz�a :�r��}:.3 �:a:�,r >IE,1EI i E°,€�.�I>:v=>I:Ei�I�t€��n a#2,#��3;� �}.1II===EI.1�,. less than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side m-ISI ,_ _I-_.....-, t%€,> ��.i3 iT i cit,? 3tI.;.r<:r#rttt .c.>•t; �as'iila<?:a. surfaces. where thetread is narrower. l'ool x' 140 ��p' 'toam tit, ti r n ri _ s �klR,8#�`4 ' ttzr s < r � i6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge t REINFORCING Ii � czr jNs REINFORCINGth.r12 enI€t re_'_ ii N M� is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches Ie IN 'A'N BAR M p g 7' .r i+ 4 �I I�#a. I:.II2tFI. ��-IF�EItI:tI I,• �tl�:€ir-Iwai,'I;`�.<,ri�'rt?:€�i�.�-::�r��E,<�tlrmt��r,r€z?r�=st�,;:��xE,,I::F,�d.��F€i; 8311.5.4 Landings for stairways There shall be a floor or landing at the to and bottom of each c.Ir�acf�-w t Y �� I = g P ;rriti?rt€#i r I• I: #It'e:F1Ti 46 g" ;t?r;# ?3€';i$Ee"2(',2I":bila.3',�Gt 31>•>i;r;3? 3i'£ 'i.iit<?I i�'a I>3\I: or I I ,.I LENGTH I ...............�..._.�.__ ,,} .� Q , ,,,„+; dwithin9Z,.x a i,.. above the flo or walking surface stairway. ��`�.��.... ..'�.. � N � I�,.>~� � ,t, :i.,€, a 7 ._I::;!t It#f,4S�,>c 3$i.°#'.li$:+1ft'i: i... t i,t rEF'i`.Ie:� #>..F4�.For F €,IaC!i Y• „'ifl-tow stt>raI;=!•r'=s i€,'e loalI flvcI not I 7. Glazingg in an individual fixed oroperable panel, other than those locations described in items 5 � 1� 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 TABLE R3€31.71P IN MAX, � � ^ ALLOWABLE DEFLECTION OF .T UCTUR L filEMB ,, ,r 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. .� _ S-r8UCTU ALNfEb=Iri I rzE I€ nI a a 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 „"�,"��;..K. . .,.� - .. ..N ., ►--� RY'llers having slopos<Wr.,atcr tila t 1112,i,'ith idol i_7IN0 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 W I Interior lls nki io\i6 EIS Ii.�I�t, 1 not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a ,, ~ Q W :............................- -- . ,,,_,.,,,...._ _ _......... �. Garages : 3 W M1Ila Section 8309 - and O a Iloi,rs and p €"'tar l£�,�;r n, ! U'31`r�, ? point directly above the top riser of a flight to a point directly above the lowest riser of the flight. R309.1 Opening Protection - Openings from a private garage directly into a room used for sleeping All other structural Ends shal be returned or shall terminate in newelPosts or safe`Jterminal. Handrails adjacent to a 18 INtAN. LENGTH, yygg 4� p^' # ; H11364),cis - -; purposes shall not be permitted. Other openings between the garage and residence shall be equipped wall shag FS have a space of not less than 1-1/2 inches between the wall and the handrail. Nit_I _ T=fo,�mgtI.ack: Extt."P1E.TI" a'k wit I' r. £.x t \♦tE`"t?Iir`:PgI: }} "E .. ., �xLC�. .I Z L ........ .. ... I.£E7 S',G°�`k 11ri•>lM 4It,rII CEei ai 1I?t"I<lt+€int€Itit#..ri='C�i;`>EI?t1RP 0.171>:?<.'te*r:c#.ti C.&� - with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device. +I Its:<:€€t oc, :ing I.ur>i«i1i .,,o, Y ,6Ii„II 4qu,t#3.I, Ii,_r vizi:III th,> ultsv'iprl:,J ai't`.t, r'or walkwind tag#ds"\4i#.brittlk,, � I124 I 1i adi"i,t:ih ftI Nibk-finishes 1 L"12 Section R312 - Guards A mili?1Fitirti t>> €i,€,,4 i,t iatiirt:c'I�ret l t I.Fti*i?it:I;€I#rE"i E33i*€ilt€ €-� - -- - _ -' 8309.2 Separation Required - The garage shall be separated from the residence and its attic area by NOTY:I. 11312.1 Guards required - Porches balconies or raised floor surfaces located more than 30 inches .�-.n;,�i It:;�.tili,fi--4T:�•E}ta.�:trt, � E'IGt3Ps F;4113,1.5 ti 1;+ ;>,clglc 3€I r€<Fi;t Icrr€,iir titci{„irl' tc<€ it'1i:Y ilt t_lY132 F3 j horizontal or vertical separations conforming to Sections 8309.2.1 and 8309.2.2. above the floor or grade below shall have guards not less than 36 inches in height. Open sides of STEPPED TING stairs with a total rise of more than 30 inches above the floor or rade below shall have guards not z �a, i't?rt`.:irt€ti��cr��t•,i,?tc3�.I.fli;??II^c,i>tn=",',,F;<rt+,E,,,;,I,�j�;, I,t;II'I=,;_t,,t,i;�t,i_r_ 8309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage g g Section R404 - Foundation Walls k'r af,• Brit I ;#i'E,=n rl it`€>Ft,I`...r`e i*r ;?€.,,L= "r:1=3,11I,;,1'E";,�:,'" <_;,; less than 34 inches in height measured vertically from the nosing of the treads. R404.1.2 Concrete foundation walls - Concrete foundation walls shall be constructed as set forth in iki"'l ""ilkl TiOlt,it?'I?,.r;:t,'==' >Ea.c"t.t J,ort lits•`<�;E�.:,', iia,;t�r�,,....,�,��rt;T: from the dwelling or its attic, the partition assembly shall have a 3/4-hour fire-resistant rating. _,: Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4). il'"c,tl€il:,•.�#:tar'4n>sI[.ct';�tiT,Yc�t>air.it,i,;F€j:t:<.tare...'!"•s::!ia'c.€i:i, 1 hit'='€e"=telt°' 8312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas w f`,,a.ie"€t;Ii;F'I i}i4;a"1S F.;"iI I..A2== 8309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from E- balconies and porches shall have intermediate rails or ornamental closures that do not allow passage Q 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, of a sphere 4 inches or more in diameter. All Residential Construction shall comply with this section when referencing Habitable Rooms (S,o gypsum board, installed in accordance with the requirements of Section 8702.3. 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 8313-Smoke Alarms, Automatic Sprinkler Systems and Carbon vertical separations. Where the horizontal separation is a floor-ceiling assembly the structure Monoxide Alarms Openings and Required Heating( 68° Min.). r3 supporting the separation shall also be protected by not less than 5/8-inch thick, Type-X, gypsum T&. }a�I I. ., i R312.1 Smoke alarms - Single and g multiple-station smoke alarms shall be installed in the following board or equivalent. P �' FOUNDATION!tAATEMALS' locations. 1. In each sleeping room 2. Outside of each separate sleeping area in the immediate ------ -- --- - - R303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to P g P P g I€�Ar-.I ,Ai, >:,•; z Section R310 - Emergency Escape and Rescue Openings vicini of the bedrooms. 3. On each additional storyof the dwelling, including basements and cellars illuminate the stairs, including the landings and treads. Exterior stairways providing access to a g y P �' g' g O 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 0UkS1�OF V rytP��LF- basement from the outside grade level shall be provided with an artificial light source located in the w every sleeping room shall have at least one operable emergency escape and rescue opening. Where and without an interveningdoor between the adjacent levels a smoke alarm installed on the upper immediate vicinityof the bottom landing v 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 inches above the floor. below the upper level. When more than one smoke alarm is required to be installed within an Section R305 - Ceiling Height individual dwellin unit the alarm devices shall be interconnected in such a manner that the actuation R305.1 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 alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible €SNr+,a€>,S�i,�t',6N!.:itis tit'; 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 xld,it d" tit 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 4,11"\11-1,\111;,,d CI=, ............ .. . ._ warning equipment provisions of NFPA 72. a€. .'illi`II'fl�e€�:€S':��a E.�iiErl l�t Section 8307 - Toilet, Bath and Shower Spaces R310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. ,:;,_:ill:I,,,it,I tifFlt hS:I".irE€rt€I; .,Ai'13iLtl3i'E R313.1.2 Power source - The required smoke alarms and carbon monoxide alarms shall receive their R307.1 Space required - Fixtures shall be spaced as per Figure R307.10,3t`I" 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 when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent Height above finished grade - oncrete and masonry foundation walls shall extend above t'ALL "ALL u LL 3' the finished rade adjacent to the foundation at all points a minimum of 4 inches where -04 4 IN. 4 IN. ,� -4 I=�, �'�°r - <I� --I� '- 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 1 l` � 'i n projection and width of 36 inches. The area of the window well shall allow the alarms shall be permitted to be batte o erated when installed in buildin s within commercial ower veneer is used and a minimum of 6 inches elsewhere. I M_ �``` ` a minimum horizontal protect o P n' P g P __--_----- E __�L � � .,_ I � emergency escape and rescue opening to be fully opened. or in buildings that undergo alterations, repairs or additions regulated by Section 8317.1.1 - T>.t € C 4o R404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has �` - Section R 1 2.1 shall be permitted 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 f��,,,• f Exception: The ladder or steps required by Sect o 3 0. p g W L_� � � 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. U �.T IN, A:,k, < �ttCLEARANCE R>�NCE k l-N dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment, W LAV'.�TORIE S 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 an story of a Section 8405 - Foundation Drainage P P g P g g Y rY R405.1 Concrete or masonry foundations - Drains shall be provided around all concrete andeq equipped with a permanently affixed ladder or steps usable with the window in the fully en position. dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and Q 24 IN,rLA,kCE z IN J ' F-' 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. � o � `- ir , Drainage tiles ravel or crushed stone drains a z I�I�c:•=�� 8311.6 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 g � g , or perforated pipe shall be installed at or below the area � � z v WATER CI`. sE"T 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. o 2 z_ OR DIET window well. actuation of one alarm will activate all of the alarms in the individual unit. Carbon monoxide alarms beyond the outside edge of the footing and WALL Gravel or crushed stone drains shall extend at least 1 foot I shall not be located within or near the openings to gra es bathrooms or furnace rooms. 6 inches above the top of the footing and be covered with an approved filter membrane material. The ° Q ,.. � garages, I_ -- Section R311 - Means of Egress top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles 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 Y Y g y 1 R319.1 Location required - All construction within Nassau and Suffolk Counties is required install one sieve size larger than the tile joint opening or perforation and covered with not less than 6 inches121 h f the same material. o IN, 21 IS € 8311.4.1 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. oM RANCE 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 � o � o �I 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 N H 0 N Tt} periphery of the building foundation. R406.1 Concrete or masonry foundation dampproofing - Foundation walls that retain earth and 3 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 ¢ ° ce E-, inches from the exposed round. l in width and 6 feet 8 inches in height. o P g footing to the finished grade. Masonry walls shall have not less than 3/8 inch portland cement WATER CLOSr -� \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 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 Or SERVICE I` ST� I ` `' _2�,"'r€r 1 The floor or landing at the exit door required b Section R311.4.1 shall not be more than 1.5 inches 4. The ends of wood girders entering exterior mason or concrete walls having clearances of less AND ARE THE PROPERTY FIGURE n��7� g q Y g g masonry g mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section of THE ENGINEER. NVINIt,TU&I 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. 8406.2. Concrete walls shall be dampproofed b applying an one of the above listed dam roofin ALTERATION OR ADDITION PP Y Y PP 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 OF THE NEW YORK STATE EDUCATION LAW. p g - g q CHAPTER 8 - ROOF-CEILING CONSTRUCTION P g - P g °� ��w k Section R408 - Under-Floor Space R603.7 Structural sheathing Wall sheathing requirements & attachment shall conform to AF&PA R90S.2.8.1 Base and ca flashing Base and ca flashing shall be installed in accordance with p 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. CO ,� " 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 W ' .._;, 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's ,- . °'- be less than 1 square foot for each 150 square feet of under-floor space area. One such ventilation R613.4 Wind-borne debris protection - Protection of exterior windows and glass doors in building an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of installation instructions before applying shingles. m .__C . 1 ,W 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 �` A,_�v", ,T 9 Application lication - Mineral-surface roll roofing R301.2.1.2. R502 - Wood Floor Framing. All framing in these construction drawings assumed to be R905pp g shall be installed in accordance with the 10 'r9 S' t f M the Manufacturer's Specifications,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 875 psi. unless Residential Code of New York State or P , whichever is greater. rEssol 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 II - ENERGY EFFICIENCY '1;1!11; ,.; i, :4,�;11 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 Envelope "Xr~'''`x •'' 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 s3., ,r_ - C;::;•"I,',r ,,,tib', Section R703 - Exterior Coverings ;,,,,_,t; 7. the residence. required U-factor for each element in the building thermal envelope (fenestration, roof/ceiling, opaque r:,, ;; , • :.,:. .why; R703.1 General - Exterior walls shall provide the building with a weather-resistant exterior wall wall floor, slab edge, crawls ace wall and basement wall) " �-_.° ,' _'," `" R802.3 Framing details - Rafters shall be framed to ridge board or to each other with a gusset g P a 1) shall be in accordance with the criteria in "r,„;'F ",,_I7' : ° ;- envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The Table N1102.1 or Table N1101.3.5 for electric resistance heat. 17. _" CHAPTER 5 - FLOORS plate as a tie. Ridge board shall be at least )inch nominal thickness and not less in depth than the ;I. _' exterior wall envelope shall be designed and constructed in such a manner as to prevent the `, `r: �:y 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 u„e:..; R502.1 Identification - Load-bearing dimension lumber for joists, beams and girders shall be accumulation of water within the wall assembly by providing a water-resistive barrier behind the 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 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 exterior veneer as required by Section R703.2. shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute 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 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, R703.2 Weather-resistant sheathing paper - Asphalt-saturated felt free from holes and breaks, Conservation Construction Code of New York State. F_4 weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be shall be designed as beams. a Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch g p! 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 Fb 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 All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Duct systems, 0 W R802.6 Bearing - The ends of each rafter or ceiling joist shall have not less than 1.5 inches or Combustion air, Chimneys and vents S W W R502.6 BearingThe ends of eachjoist, beam or girder shall have not have less than 1.5 inches of 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 masonry or concrete. � Y pedal fuel-burning equipment, Boilers/Water heaters, - J g Hydronic piping, Special piping and storage systems and Solar systems must comply with and be a 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 installed in accordance with Part V - Mechanical of the Residential Code of New York State. V, � in a 1 inch by 4 inch ribbon strip and nailed to the adjacent stud or by the use of approved joist accordance with Table R703.4 or with other aluminum, stainless steel, zinc-coated or other R802.7 Cutting and notching - Structural roof members shall not be cut, bored or notched in hangers. corrosive-resistive fasteners. excess of limitations specified in this section. CHAPTER 13 - GENERAL MECHANICAL SYSTEMS � Z C*% .it R802.7.1 Sawn Lumber - Notches in solid lumber joists, rafters and beams shall not exceed one REQUIREMENTS W W r- � R502.7 Lateral restraint at supports - Joists shall be supported laterally at the ends by full-depth W ��7°�°° Section M1305 - Appliance Access M solid blocking not less than 2 inches nominal in thickness; or by attachment to a header, band, or rim WEATHER RFSIS•I`ANT SIDING ATTACHMENT ANra_MININIUM THICKNESS sixth of the depth of the member, shall not be longer than one-third of the depth of the member pP � � � W ,- �� T OF ..... Ia.7I�T�rc3lart F SIDING MATERIAL� � � f� '"° 3 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 ' joist, or to an adjoining nin stud; or shall be otherwise provided with lateral support to prevent rotation. -_-.1-. ___ ._,_._ 1111,;, �_,_ J J g P PP P - t P Z Z N I 3 y.. � 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 � > d NM'F`'�AL I SHEATHING 64°E��7t,Cii'4Yt�od flb,-rward Gy! � PISSUC €7cl�a s ' SG€ PAPP i sin' 'le'Mliane ghaialIIIrS',ri.1i , e"li-Mit,Int� $"��g�#�,' I�It�iatt� hEet brr�rxt° E � 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 R502.7.1 Bridging - Joists exceeding b a nominal 2 by 12 shall be supported laterally by solid SIDING MATERIAL (inc"S) I TREAINIFUT �IEi,FL3 FM ST1,03 lir#t9 stud i stild Ifll•>It lel i slugs 0fzlst`knn"t q 1 P � [---+ � • ....................................................... ........................................,...,,,..,,.,..,,........,,...a.,.,_.,....,,,,......._...,,..,,.......,_.,`_`._._.._, ,.i..,_.........._......,.,,,.....____„§,,,.,.,..,.........,..,,.,,,........--- -.,..._.__'„_.,,.Q"_._,_._.._,,,,.....,,.„,.,,,,,,,,,,_.,,..,_,,,,,,..'.,..\_,_",,,,_,_,,,F • • n blocking, diagonal bridging wood or metal or continuous 1 inch b 3 inch strip nailed across the ,,.,§,, i €?.I §#i,tll i {I4I t,,tll i I=,I2€ N,=I member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any Room heaters shall be permitted to be installed with at least an 18-inch working space. A platform �,, g, g g g ( ), Y P I (}I)T i I.€ir i N, i � � , +l,,,.f I i shall not be required for room heaters. � bottom of joists perpendicular to joists at intervals not exceeding 8 feet. Willow „__, _,_, I ___,__,__._-,__ I �,------Z? =„1.1 _ IE _ E?,tE; §E=E „ „ �„ _ I.,.,_m,__,_.............F _,,,,,,._„�__,,,,,.,,__..__ _.______:.._.>� other hole located in the member. Where the member is also notched, the hole shall not be closer � �� II<?rimnza gFg l9a §§t,EtScaaa it 4 I t),I it#a:§l 7 E I"_t?£:.=.3? t),I i {a;til tY.l_#t {?{ S",Il>•a.mid than 2 inches to the notch. u � /� :llFfi`2t¢§F§t§§ € `;.:,-t I..:III g f} .lt7. ksnr,, E +IQIIII >°IItIg,s !) lm; i :€3 Eett E't (@ ft inn # - 1� P4 • ............................1111>,,,,___,.......,,,, ,,,6.. ,.._,..,,,,,i;.,..................,...»...,..,...°......,,,,_,_,_....,,.,.,.......,,..,.,,,,,,..,,...,q.._.......,,_,,,_..___,,..�,_,3_,..... -:,«....,__f__.,."3..,.....,..,........_............€ 4 M1305.1.2 Appliances in rooms Appliances installed in a compartment alcove basement or r� W a R502.8 Drilling and notching - Structural floor members shall not be cut, bored or notched in excess ; t�,rl§ It,I:i1 II:lil I?. °IIn<taI ! v,tµf�tii{,I � rf I"t� ` I".I20C,:1 ' �. „ #§I}It) Uip ; :til � w .,t, i r}FM I "�, , ? , II. ,: ",£?ii t _ similar space shall be accessed by an opening or door and an unobstructed passageway measuring not `.J W p4 w { _£:7�n ,_..._...,,n___=_:,__.. .._- Ii= _1__ _„1111„1111___ x...__,,,,,,,,_,,,__ _ R802.7.2 Engineered wood products Cuts, notches and holes bored in laminated veneer P g Y g Z Q of the limitations specified in Figure R502.8. r_..`._`_...`._-..-,--„,a_t--_-111. --.---_ _ �-`-�. - ..�--'-'-`,....' I less than 24 inches wide and large enough to allow removal of the largest appliance in the space - W IIsi} I."t,L' , lumber, glue-laminated members or 1-joists are not permitted unless the effect of such i�...W __ ,_ _.,,_,,,,,,,,,,,,, _ 1111 L ___,,.,_ �--" "' tiir::>it k"t ei r ;<�t,t,t{{€ ;>E.c : ti=3€ 3, ?': s}<§fi i<<a!§r:, R?€§J,^r , .. ! ("'On:'10k'rr§_tsti>f$I , , g J . P provided that a level service space of not less than 30 inches deep and the height of the appliance but o W W ,,. h� i ,,P--L;:��__. „°� Ii°# r� 1111 ,._,w, _,...__._...__.,_.,..___,._._,._._ . ...__.___ __..,,,,,,,!..._____,,,_,_,__„__.,_,°,,,,,,___,____.__..,...._.____,_, ___,_,,,,_,_,,,,,,_,_„_?__r_____ ______,._,. _ _ . ..�.._ penetrations are specifically considered in the design of the member. U c� Q 3F~ , I } not less than 30 inches is present at the front or service side of the appliance with the door open. ,. ;I" F t #...............,«...,....,..>........,._..._,,.,.m_, t II+3"E.+Et:EI.# E $ T,iFAi p 4 N t ,T1s it> g € Nix i `t l,' 1. _..-1111... __..t�.._......_........_e ... �.: .:" I ,i, ! •�;: 6 R;£>§i" E'c' ='f.' <t,\,c E <'a c? t'iF? 12"I"'I r.,§n Ex}. •' 7411\C77£''1'1T i 3-►E ka._ E T iV, a ' < 7 >. (i .t,. ,,. i s-u.ri A£.aX. 1 f3',7;?,:t:'.'t", ....y i .t+7 RR>4Y,,€ 1111 I!,+a,.7iy, :t ri.t.•tI ? < ---`-`--,` -m__' "'- -- "-"-''1=''-:__,_i"-=--- ' € m i Iteral support - Rafters and ceiling joists having adepth-to-thickness ratio exceeding 5 L, -N 'td.rjtx.a1.I� jIF+'{<' = R802 8 L M1305.1.3 Appliances in attics - Attics containing appliances requiring access shall be provided r i_,.(){;ttR.k. € < JFt �<i•:<1 ( `tt's:::,+'d§,i..'. ? ,gvix2<<� 3:1,11:fI `m,=i�ay i t. ��„,.,,,,,,,_'!:�t.a, �1.}:Fl:°;t<><w"' ;,�. 24alI to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to __._._______.-._..._._..___„� ,_.__,__ _ _ _.___,"�4__._.......__„_,_„_,<._1 _,_ ___, E„_,________..,.�._.,._,_____,,,,,,,,,,._..,,,,,,,..3i \,t;t,r§,,, P PP P g with an opening and a clear and unobstructed passageway large enough to allow removal of the � .„\. €i'I< IItE:Fi i. ., 3 ;it?£:' < i0 t?'..E? i . < a I N.,, € h:xli t= \\t!+"F' t Ntill'q E fI 1 I ..T}�7' ';:fir'{i:.'. t prevent rotation. � `� ?I..itr,Si,t E`er Nits,'{f,Nlt.$I r,+ \ € ! `'' I § largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet in Q 6..,,_.............,.,,...........>..,......__......_._..,...._�._...__.__................,__..+.._ ......,........._..,._.._i._._.,...-...,,....,,_..,.._--i_------------._._..,,......,,,»,,...7#._.,,.._..........�,..,. ,.,,.,»,...,.,t..._.....,.._",,..,,.,.«.,.....,__,""",..,,,,_,,,.__,_..+...,......,,.....,.._..,.,......._.....�..,.,,__,,,,,,.,_._._..,....... 1111 i R� 1?';{EI i?I I i $3 length when measured along the centerline of the passageway from the opening to the appliance. The 1.1 2: 11 3 f?.I I?§,s10,`.ti\F' tit:: SzIt<§i`n.'wii E =,,°a 't� I„3at ;f! ,' =+``° °'_'' ' ' R802.11.1 Roof tie-down - Roof assemblies sub'ect to wind u lift ressures of 20 Lbs er S Ft. § :'{€?I' Iti! 5#'{tI" ."°`" I3.r:tF'aI € Q,?:§,'7#§,= J P P P q passageway ewa shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches Z ,:,1111.._ _-1111 I,__.._,,,_,t,,,_,.._ _ _. 1111 1111,_. \-;.E ,- ' -,,.-"",. t I ,_„_a._,, ,,,1111, .1111,__.,,,__,.,,, ,_,,,.,:,,,,,__l_ �.. 1111,..._._.,_,_..,.. P g Y g P Y� or reater,as established in Table R301.2(2), adjusted for height and exposure per Table ' "S'C II,%F'ttl'°'t i j t,3t''If t\1113 1:,4£\,?t<:€§t4 i<;i` i;'ii,£? €t .a€i£(I":.'££;'<'$®ia?r 1111. _,,,__,,,,,,,,,_,__- ' wide A level service space at least 30 inches deep and 30 inches wide shall be present along the sides k_�11, .... .,._,_ L.,,.--_...._...__,,,`__'__.,,.__......... ......",...,,..,,._,...e.,,,.....,..,.5,,...a» F y--1111.,.....,_._.....,_., t i fjji I -Y'-; II�I I I i t f;<£I K,,FI�;;;°, 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 i„ I_,,,,„,; -- t<.t� ,\°?<!sI !>.I},.. I t ' I ::€•:aI' ! ?ii4 # " °,>§Itii}:,I, I 7= -- ' -- - - --'-' - ' ' - - R80�.11. A continuous load path shall be provided to transmit the uplift forces from the rafter or 2� ; - _ „.,,,_,.,.,_,,, __, 1 he �0 inches,, her uch dimensions are lag enough to allow removal of the largest I ; .,I,i:ii ;, 0 inc s by nch s w e s r e ugh i I)�fi:a:, I..I ;Ir.tt,:,,`,:,.,t'.t •<=t.::E, �,_,,,. 1111, ,.,. ,,_._'___.. 1 ._,� ,,, _ i,+,,,£§i:'r lin les e determined L n w I ,i % ,i,., ,.? �`" truss ties to the foundation. r n r 1 a N',Ei..,° . _ tt'.=.._._.. r\,EI ,i 7a:ail `s?,: :E °._ # 1111 s3.°..E:it, ? `'' ' §t . ......... .... Wind uplift pressure e o roof assemblies Sha 1 b ete fined lsln� a fiance. ,,__ __,_ 11., h §l. appliance. H 1 table 1 +<, ... .. ..,� ,3,': zl' iEt„ €, €rz,+t+ ` ,I t a effective wind area of 100 an one in a e (2 �` ff Sq. Ft. d Z R30 .2 ). ,;. • - M1305.1.4 Appliances under floors - Underfloors aces containing a liances re uiring access shall Q f S ,7.,..+ >- _, :. + <t •a., °\. i : k t a '" #'F!I € t i i +: , 1 i { F I:E't '€ " .. E a+ + e 3 .. , ,,,,_„_,,..,,..,,,___',,,,,,,__1-11-14111-111 ,,,,,,,,„__,,,,_,.. ..,,_,....m,,_. ..........__,...«,,..,__....___ "__.1111,,. 11111111.. 1111.. 1 111. ... 1111 ..,.a... ,. .. ....,....,..,...... .......... > < . :xi �,., _;. . , 3111,. P P q P C7 < 3 , t t» i,} ','F I rq , f'.'' #• =_ ; „ § be provided with an unobstructed passageway large enough to remove the largest appliance, but not ._° r?�4 ;: 1111§ E#. 7 �# .N #:f{ :, 1111 „# : i.", .,.>t, i Section 8803 Roof Sheathin g °``7 '' '3`E"`{`'"' I "'' f "' `t SF„j>I'+ #'1- ` ,t°;�I.> w "`,,=r<' 3 `'£ g less than 30 inches high and 22 inches wide. A level service 1 t ;:,, - g at east 30 inches dee and 30 inches I.__-,___� i __.._,_._-�----�_-t--- ' >-- - ---- "' -"- ' .1 Lumber sheathin6 - allowable spans for lumber used as roof sheathing and the p ` front or erg r_w._.___.- _ ___,__L. ..............._.,_..,,......,__..,.x,.......,._....,,_,...,._,,,,,,,,, ;.,,, _ ,L"< lk >T§-t:+it, \�ii;, ; ,7,;, <tt ,tt'<" :3 a3,i ti;,:<> wide shall be present at the f o t service side of the appliance. 1-_-_X} I I , - " E r.'"'<}{=t„'\, ;tiklI < attachment there of shall conform to AF&PA WFCM-2001 Tables 3.10, 3.12A, 3.12B E. 1111 I _ „\.,y.._1� \Il 7.ES,, E :°taro';}+ if ai ,>wm..«,_,..,,,..-r,..,,..._. .«.-1111._ .,,,,.,._. 1111_.,_„_,_„_,,,,__.,_.'..._......._ ,,,,_,,._„ ,_,,,..._. •_••___•__.,. 1111 _....... E __ 111r. 3 I 1 t i i k> <# `,, k,.:.1111 C� >�. _ I : ,'Rts I",{\£;i3':,I'<'F€f.12'11#§EstE I£ ='tit t,3`2' +' ,�'t „ i _Y .._,a__ 3 E E L"" '1i ? : 2 I IFIt,`:i € 1131 t ,`ata`k: ' .,._ .,_ 1111 ._.._,.._,,',_._.,_., 1111. , __ _ . _ R,........< �._.,_ Vit 1,Tv tion M1306 Clearances from Combustible Construction '' Sec I I "# CHAPTER 9 - ROOF ASSEMBLIES z , ':3 1_1__'m�: _. ,__.__. 17I' °' -, - It °"r{'' M1306.1 Appliance clearance - Appliances shall be installed with the clearances from unprotected�. ,,,,,","._I....,._,,:,: _.,,.,.._..,.,_,___,_......____.._.,I.,_._. 1111 ., _........;.....__..__......._...____„____.. P ",s7 i"'°''" = ` '"`' P =I Section R905 - Requirements for Roof Coverings combustible materials as indicated on the appliance label and in the manufacturer's i " ins a s ion ; 'tI„;r Fi'7lt`tt{,it: I i t; + <. (R:t ..Y'(t\..l(: f.F{§�53>Ft,`: Stl 1111.,..\€aL{; tt+°t\: .. PP t 1 t !. ' :, t. I 1 111£1 i �� n ��t+,` �_;:;`'\ � aidiu \fa';S S' Ti\iyl.i}<€£11.111 ti` i\4 " Ef li?, r.:y?\§.}`,,i ,Pi € rl,s0\ta?#`t h-� E iY, ; £Eta ;§t,;<I t:€:I\ I 9 5.2 Asphalt Shingles - The installation of asphalt shingles shall comply with the provisions of instruction. 1111__. i ' b %'`" _a... _. _.,_____._ i_...__.,...._,_,,_..._._ .,,_,._„_.. __. 1111 _ __................._.._,._. is section. �i I r3§tI` th t - , " ,.l 1 .i,>°,;,,t <„I F°°t,?`'E 'E':"> „ n , ?' '\,IIUI#` ' M1306 2 Clearance reduction - Reduction of clearances shall :' ! r .° #'s "tc ttic'tt€i>= til`:;r. I x` l.,3 t<t#i# ett' be in accordance with the appliance w _ i'" ,,v. r " i \=,I,e rift,",§t§' I;lvr I t,.€.=3.t.§?"Ili=' i N•,,Ii ;m ..,\;,}:3 Pp Q f \ ��._..____.__._,____ i---__,_______,__...,,,__.______.._,.___,,,_,.__,,.,,.___.,_,_,.,,,._-I_.__M_�__<__.,..„.__._.i,.,.-,-,.,,.,._._.-,___......___L-,,_,_...................i__�,.__,w_,.,,__._ `___.I , ,,, __,_.._.__,..,,_: 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 Ir:: r-='" 4.", ,-'` ' I; ' '+'`t >°7'` ,.. horizontal or reater. For roof slo es from two units vertical in 12 units horizontal u to four units,2, I�.§\ ,2 t\ ° t F,+ .>:T �� ..+<,>< x .�t.< ,, . £ it. g P P y a"l�§ t t\33It1 I\<;l§r..�Eal ! ...a F§L"� "3 k'.,' tt3l:i7�til ..`F i#::' \§\if ii+`'.iii�<, .i 3,n. .� Fi ai,i, ,€tf+.t i1i,+1111<.2>;t'(tt.�j\ .it'=H:}' frc.et F s,«..F 3} ,,.-• ;_CIAICTICNI !' LFIIR,NCFS WITH St'£C3"IS.Ct 1` I2 MS F F T ..", 'fi" ,r':'+1� .€+. { t,, �t ,t3` e?,� t+.<,<,.,t.,,t vt C JN<.<::>' .E." ._.\,» z 1111 2• ,ek I' '4 ______ __,___.,.._,1111,.,.,..,,_,_.._,..,.,.._,______ 1111_..a =:<., i.�>» Es, itt } t '.t>.3>d E1E`.+.:t=€€#,_>I?:`:....<tC'.<?§>;It,:iI LE.'3§I3\..>. {.<i`1.t>.I< .. 1111 §.`•:t#\x„ +re •. 'tx' ._........._._.......................... _ 1111.. 1111. __.........__...._...__.............._.................. .___ ..................1 t .- '4,xFti ti # ,t tI:.. > ,<., 1111,..<,>.:I?` •,:, orizont ou e un ei -len kation is r ire lil alcor Ince wi r \. -,�" <. r � I h al, d bl d 1 Y t PP required d th ��23Et{L1.r,u i;E r,t, ,,+,, rF # fr' ..+r..G t. + t`nit`: },x#ti.,<.<.t r<, .+:e^,I x ,x•i Ft•t i# <i' :t it't>y :+Et t t.< t. .>t>..}}.!¢`!>, t:Fr>+i ., .i yi.' +l +! h t >4i if: Qi.11r{i iLc..11, t-c 4'>+111.".3£.§{ ieit?;9ri'.{`.i'.t:,N pi4`E1t4 APPLIANCE,P7r E, Ci.>.,<\,g.t<>I.,,.>`f ...,.2=.::>.t\>§<f.e,t.+>,,tE.t,§.,, tI.t.+>.t,.ia< ct,<ttt,t,<,t t,i.ct:< §1111#?>t:<,.<.€<„rt.I f t...Ir{tr=`t.r.§, .. I. �,<s<„a J '"✓ •• << t. ';§.. E .. 111,"1°.;'+N?F¢:F�T:,:tti�C!Nt:f.i:.°.ybb#.i..+tE"T,4L Fit'#:'.t''>. vertica in units a n .�#Q7€S`3'l`F.'�'<ZS i:`?f' {{y\.. `.., t, <} + < .< + t. 7 .. +, tt, ! F,.= .. ... ..........._.. .. gp ,- >� .I. €�.i7I`<t.t3 '\,a t,.G',elt,g{<•R<3€}EtilfP7'Eiti. 'tf ',i, C33#: "t, <:t•#` „j y,3 l':.:It§<�\ 'I<\1.It�,,;t7i.I` S_<t\{.§t&{I>.;;,i.,i,,, Section AIZ,".St�Tm"Si x 'i•s'1. €l�^ ^ <, 7z i .-ac c. ...... En.hF?t: ._..,.._..- --?3 iyt hs. C`.,. .F*• I .<, ., <,_ < ��.�r:,�E.;�.�t9T§a, ,,, :; i \., ,, _ +2t,.,I,; t.. S t' R905.2.7. € { r�lz7wn,£tii£t'j nal,ShAI III,u-'s III,t't,,i It 3`111"3iin§all�„•i ISS?' 1111^.119 0 h a !;'r ..+ i t , .I,<, .. '1'i`£'27x Fit;T F.C7iC'",f hF'F:.€EI'•1.:t ... .. . -_ . „ a + i F {fell."111.1 `. li^,,. .,Ii`<- :�iiS7`;{£<Fite?,4}€jlU itt,;tit Sl>:,I•`v:'tt3T:=i t\<.E}i?+:I41i+.i.n l",,, ti>3.Si2'####?7 It.`ti+i.I 4e e?„tFE f\gal 2#3<I3'�:{:ItI tI#'a#:v.t4i71II•:11 I><>l.t§"<E7 #§d\.:£.., It>\€Et#t.i'+#=3�£'< r:{i i{1..2§?.3. . At`£'?CQ�GRiPIC.hi!E43r+,FA('FS i:TG Comk3us,E iLE k;.@TER€1,WiTi1 N 721^' ,,,: ,,,i3"i tlE.R a, E'l,„3t.0 i,d,,,dntai&laNnTet:°°t?t. §<I' ' £ {. } , . ' , „_,_„_L§wE`:Et.SttP.,!?fG•r t'tP.'+ra:"f?lE :^.n??9{k l:h=3't`,4+dExj:dt GF)ttf:4C'.,N<<i.:,<75tCF 3p _AI,"ieit«„«,§INET^. tx.I=;3EII� {° i '=3nll§F,+I,:F'r,a?.;}3€E:F;iI#ti}<•r.;°°'}, R905.2.3 Underla ment - Unless otherwise noted required underla ment shall conform with ASTM T�Nr F�{' ' rTl t? T.Ti sI, I}E,t:€,-2_..<€ttt'E,. V /�}t ,, Ii h,.lr£t+t, ,,ai e=., <`+ t >>! !, i +F ✓ ) 1 Y 2?F(.(?i§R}'3=�f. .Rn7e is 4V?1.}t NQ F:'e{:•j:3hL# vtt?•:5d•'i 9t+SN89tl&'?i i1'.A"a.d 'CZ3fP'to rI^<ti4G<�t'4.}I`II< ,e,1E'E>=,t^;?flFf§`, ?ri{t< t�F2i<+...it'tFa t`,t£{§si"<.FI3":{j�\.Ii,37ir`<e �'Ftti33IIlG'Fri:t€it L�I7tIiLF\S".S'F'YiiC'< =:7€fil`a 3<.tEFA"i€.{t'.j(\I?. e.I##a?��t'l6tS'• C? D 226 Type I or ASTM D 4869 Type L Self-adhering polymer modified bitumen h � `"'�`i'°" ``` l,.F? °" "" "`3 i!" ' l.m ,ii'°° '+°"" i ,'_ F'a` , Abs," I11 AAee. „" sheet shall tlIail 1c III,F,:,trrtta tis',?�• <tp��"t$ YP , YP g P Y ��°:qtr>:, trlutniE£ t z,icetrEn: ��tii+„E!; >•��,tn+t,� to>itimn 3 rt>2EtE`irt t e3lun,t 1€Britt+nn 2 ��•'ttitiia 1 Gr€t,�i�G < t i 3 ttl'A 7tG.:Iletii l\&Fh.§t'�hl 11.7113 nF t;::rrt't,€Ex"+?._Y`<\°�EF.?it\is?1>tilEi� :.2_.'. 1111 >. t. SII 3.I:,;I " It : _,_ Iur IY° comply with ASTM D 1970. +n#+.<t\x331 1':E:§i7�t.i3.sr•i,,fte t CUTTING,NOTCHING AND DRILLING Sh2' a Ne t?t ^nr'ove,I 21' _-1111. I. .I.....,. . .. .,,,.,.,-_,...._..._.... I i+:.,t§',In,,f#I:,Ii,el I"'ITJ,`trt i :wt, ,I E :,3,,'ihE,F"!,t71!}i�t'.}t ii'ix+xi#<t>,£t j t .. 111 1._I .. ... .._ .. . . ,, ' R502.9 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 CSSD Grading R905.2.4 Asphalt shingles - Asphalt shingles shall have self-seal strips or be interlocking, and =t1,>I:F litl"EIz":,t ",+,r fit. t:-:f" 11"1'7"I Iltli'V:<,t"t"t iii€'• i, 4 7< t, ,$ t F 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 ttf,tl?ft E<ta*E7,,i,.fttx;t.3 L.C` 1111,;t tEt`,rt1l3 y€i',I!i;\:`.3�'t• . ensure against uplift and lateral displacement. wind speed. ;:. fl,I,£}}:,:L Pl.=,t,£+:�,3 III,iV, __ t t, �. F, N i I if .. ° -. , _1111..._"..,,_,,,,,,,,,,,,,,,,,,,,__.._. .1111,._ R703.5.1 Application - Wood shakes or shingles shall be applied either single-course or double I=4F§ ,+.',:yet 2]i•tttl,,(tl,,'t'3it#rirti I , Ii, I` b 2+ t > 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, I r_"'I,thiel +tt<:3€„tii�lq.r.I ,crit,,+th W 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, 'Iti117iI't ,,f;r,i.0, -- U • §k::tE.ti�!3�.f of 1'.`1,11 li l(i:t';'liE�Ltit'ii (--� specified compressive strength of concrete shall be as set forth in Section R402.2. 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 0.j.t=tl+,,x i'int+ ;:g'zv«h,','t ue:F <EI IF I �/-t I'll . .11,11, 1111„ , _ . than 6 inches. Where furring strips are used, they shall be 1 inch by 3 inches or 1 inch by 4 inches the roof sheathing. Where the roof sheathing is less than 3/4 inch thick the fasteners shall penetrate I !112 I3p , £ W g g P 7t1`,t;d, �tExi kni},,,'£,til<, 7- i t,!,cit,2> :.3,:c:h:;t!n,i,:i7:tt£i, #i �� tl t, b .§ a '; Y-•� Z c� ,� 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. i t„, Iif^ii^,R t i C/� a .__.. _.._,_._-,,,,,_,----„_,,,,____, ".__,..___..,.,_.,.. ."_._111.1._1.111..__ 1111.. _,_. on center equal to the actual weather exposure of the shakes or shingles, not to exceed the maximum #.+I,:t I ItT F`.,,<.#,r.`,a;•„ind r.~l,,l,'",if,t.t It,it:"k,• t'_t.§ .t_;ii i lir,;a:I i:° 'h+?c'=+1114=€£•t_.?p,? 1x,6 Ci;3 i. ' }, compacted to assure uniform support of the slab, and except where approved by a registered design q p Al 7ti+'if+£:-v„`[.i;Ff:+i:\...xnS;,,r;x?it\t'il;:3i+•fi 3'•.3': ,13 t#i3+ltxE,.t E\( t<�..,+a,i€`..`E:<t+! +E:it;IE•.'i t'.:2.ir,i e3v't l:�?;ii:I.i<•t\,lx;i;x\:`+1111 i.,Etii Q ,. "1111<.{+...::, +,..+.. :i�+: 4�x•<.:t:\:tx' ., '•_ • • • • • :°. 1111 <.. - °' F�7C.,1;:t t'�\..., it,i,�,+r>,#..t C.?€:'f't,...,.f.i..>..+P .,.t..::f,:{x;`il�,l<a:+.+t'tEfE�,,:x+Cit",.:,t`+x:....Ei .< ,:£.< ii`<. +,t... .. Ff t...+..\Eii�,'.t,<i'E?3 professional, the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth. exposure 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 I,i, U z v I.S§,::_V,wsd ba,\€::,`,t I\": i,,•'� !,€<I,:1'a::E,:Ifrr,a N", I,'I t. \€1:l I u`.'.I.t-0, i#I:++\ttr f',,dlE;, r+,r+"+_:fir: �-�-•� R4 Q !Z shall not exceed 1/4 inch, and between adjacent shakes it shall not exceed 1/2 inch. The offset manufacturer to withstand a basic wind speed of 110 mph. Fastening method shall be tested in ,I 1SI;.t,ail Iv;,+,3E,;+E.Il 1,1,1,,.E ,z"I ,rli,::,r,t, i",I"^it+.+ <=+i, i,,•:=,t",I..z'§tt"k£`t.,,"I,:,, Ia`crE7v.€ ,,,EcIE,!fn' ',!��,"::,:i, �- o � > 'E! .,. t,,,.<n.t.€,,t¢.'.: 3.,"+u",°,t,.i.. ..\.+.„ t' .,, +4:i. t;< i....'r: •,,._.l.,„i.< C... .:.:. l....t„+ 1111,.. C,I � � !� W R506.2.2 Base - A 4-inch-thick base course consistingof clean graded sand ravel 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. _,I i.,. .+ , iE ,,.,l,\<t,�.<. t „i <.. „\< ..It... <,E,Ei..•t,,.,.,\, .i. g g P g J J , ` <t`+ ,x it s t,,x I p„a..,.,:a.,aE..,,..?�.i on a\3x+•+§.,t§�',•r<?,e `<.,.,r,t i`te:e\.+.'gut:<C_.>Es;na t,v+.:,P:l tt•rex,naaaF;,�:v x,.<,;Ir,t t t.. E .`.ri,r h+:,+,•,•,:,F 7 oy � Q <_!li,fiii,i,lk.17`.73,1:++,lilt.," "t<,Etit,F!111:%\3 a i.,n;7t,,El E"' crushed blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the `"_>" i,`1` � �/' � O *.3:E+>?'.11 !`I 313+.1 ,,=de`: +hEal 3.:3t`�t*,.+'.I•,,:.elI=:i,'C`<E,'lfEFt'E,3REfE:tlt•'x i.+,lr'+111!!,1•i.Ct3I'Et:It�!3:,,lit i,led+++F)':n3.tit 311:1.•1x.,11£ixl aQ .r +, t • i', §tt,3:i<',3:;......iC,z,z xi,: .:,S<.Zz. Ut,,:3+:.,:'t'<3 `:<`E,,.<£t'+E+1111 ti.:`.i 8 ti.a't+E.`: +tit+i E:i t?.:: 3'111 tE E::is 1111.,..+,+:=F. ,., t: 7=+:.: t+•i I%<ti`<+E:„£ii i C\§ w Q slab is below grade. TALro s R905.2.7 Underlayment application - For roof slopes from two units vertical in 12 units horizontal Z . 11,,x1,1,I,0;,m f.x;>„i al ric�'L*IIl t.'ii`7<,nmtr:i:t C§rtt'\It.li€ht:t,tt•<i,3€iF::'}st\3<`,<.•il EI+iJ,`i'I•a+I<;x,ifh,_sk"I,f+t.I'l,".-C,t„It'7,iIC;',,h I`a',\YY`ntIEC+i'.E=t=:i,Li.11,,Iti,:,"x,>.i:t:i,F"11s3,I,;<i<'Iti;,`<€ MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES ANL?SHINGLES ON XT RIOR WALLS"'t " up to four units vertical in 12 units horizontal, underlaymnet shall be two layers applied in the tx`I+:,tit:!Jli,:,ti iE't„I,I:1ti 146-. _(Dir IoI1slo CIS are In inches) • • • • 3, AIi �t'a=.<:t,+`:`;e,dltf:.713.,:;•?•;'Ft3t3,?,,3,Ez,,IE?r,,,,,t..:t'nl Ck"t3,,ill:l,:i',,",,1,`,it`•'t",e+:"€, •-r • • . . f_"_,...__.«._.._,_,___,_e„_._,_,,_ _._.___,.._,._„_...._.._........,„I'll, . , ,. .._1111_,_„__ _ followin manner. Apply a 19 inch stri of underla ment felt parallel with and starting at the eaves � 2.7?f4U"!'>,I:aai=oPbi';i.,,.tiF,:il§k'�iitpfi,,€'+t Y¢"itt.311'1 e;,7 Et,tt:C=ti SEE�,V+,=i alS'F ii£:<i, i`::`+li\til:::.:?=`:§iY',i:NEEEF.,3tilL', L_.13:.fit>SE, V. R506.2.3 Vapor retarder - An approved vapor retarder with joints lapped not less than 6 inches I,FNGTH EXI�c�gUR FOR SINGLE COURSE EXPOSURE FOP DOUBLE COURSE g PP Y P Y P g , o _,__,,,___..,.._.. ,__,______._,._,_,_,. „�,�__." °w_,_..�.,_<. . __1___11.1__, 1..... �,�.�_.�.« .,,_,______,____,.,__........ shall be placed between the concrete floor slab and the base course or the prepared subgrade where S\hin,tmo, _ I1-1_1111-- - fastened sufficiently to hold in place. Starting at the eave, apply 36 inch wide sheets of PART VII - PLUMBING It3 1 7t/, IMI, underlayment, overlapping successive sheets 19 inches, and fastened sufficiently to hold in place. N •• �_ o no base course exists. i, I is g Y PP Y g o * x z I All Plumbin S stems & Fixtures Water Heaters Water Su 1 and Distribution Sanita Draina e ` i For roof slopes of four units vertical in 12 units horizontal or greater, underlayment shall be one layer C7 0 __.-11`11.`-..-... _._....,<_�_ I i`'F.. ,,,.,,._,,,,,_ .,�.,__�..��_"._P-_ ,_�_,_. Vents, and Traps must comply with and be installed in accordance with Part VII - Plumbing of the w z Mo CHAPTER 6 - WALL CONSTRUCTION m�I, �,� - - " "`m m"" "" w applied in ,he following manner. Underlayment shall be applied shingle fashion, parallel to and Residential Code of New York State. L2 3 I's SII, I.I. startin from the eave and la ed 2 inches fastened sufficient) to hold in lace. End la s shall be a ° a ' Section R602 - Wood Wall Framing .,, I x g PP , Y P P � � t .I..,__.._ ....,. . I I Ii. 1_ I s offset b 6 feet. Q a 2 �' R602.1 Identification - Load-bearingdimension lumber for wood wall construction shall be � �_��_- ___,_„ _ Y __ _,._„w,.�....__. _,.,.._.__, _,___.._,.__ 1111...-.<.�.__�__._�__.__] PART VIII - ELECTRICAL For III' I inch-.?5,1?11,113. identified by a grade mark of a lumber grading or inspection agency that has been approved by an i'I.It_i, ;i3t7,r;.+<°2§art r?# Ft, I=r, +'' All electrical work must conform to N.F.P.A. 70-1999 and be installed in accordance with Part VIII - THESE PLANS ARE AN :1. A€ xsinlunv ICI Iiif'13£tl igkiC"1t NI-t,i,tit d R,T NI ,I°r,Os-, R905.2.7.1 Ice protection - In all of Nassau and Suffolk County an Ice barrier that consists of a least accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection A lmgI\iittnn' I l'in I;E,t"It<3§t:"I\friT:§,tit;.I for No ,t,F 0t! g - Electric of the Residential Code of New York State. The inspection Agency providing the electrical INSTRUMENT of SERVICE two layers of underla ment cemented together or of a self-adhering polymer modified bitumed p g Y P g AND ARE THE PROPERTY issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood Y Y b g P Y certificate must certify that all electrical work has been installed in accordance with these Codes. OF 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 normal ALTERATION OR ADDITION No. 2 with an E value of 1,600,000 si and an Fb value of 875 psi. unless noted otherwise. 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 p p VIOLATION OF SECTION building. 7209 OF THE NEW YORK STATE EDUCATION LAW. pF NEW O r � A 19 �� FESStONP kTNuh �'�� '.ate' ��'fa°�v`i•�aa CD I 4"VTR FLASH AS F..� REQ'D I L ROOF W LAUNDRY ROOM W 11 BATHROOM �2Ti W � I z 2 Z SINK SIN SHOWER TUB I W 3" SECOND DRAIN - 12 1z FLOOR W CO 2° CO , � z N 3 WASTE LIN l W d d �_-I-..-- - -- J -- ---= BATHROOM 12 KITCHEN r^ d - z z z z z V1 W a --- 1 KITCHEN SINK J"I SIN INK - - - U NEW 4" SHOWER TUB DW FIRST 1 o W W F.A.I. J„ � 2• �, J? z z FLOOR CO 2" p BEDROOM #3 -_ WASTE LIN W I d - - - BASEMENT DINING ROOM C.0. C.O TO EXIST SANITARY SYSTEM HOU3ETRAP BEDROOM #2 W d Q NOTE: PLUMBING RISER DIAGRAM ENTIRE EXISTING 1ST SCALE: N.T.S. f - - FLOOR TO BE DEMOLISHED H a LIVING ROOM BEDROOM #1 .o EXIST. PORCH W .. z C azo z 0 � o -- C'7Q � FIRST FLOOR REMOVAL PLAN .-: SCALE: 1/4"=1'-0" o o ° x o C7 ,� z E- p ¢ ' 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. CANTILEVER NOTE: STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP, CONTRACTOR IS TO VERIFY THE SIZE, STYLE & LEGEND OF NEIN J'O WHEN CANTILEVERED 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 WALL CONSTRUCTION DOOR JAMB NOTE: EMERGENCY ESCAPE WINDOWS: THE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 2"MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR ° BRICK VENEER r `` 6"TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED. PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. OPENING OF 5.7 SQ. FT., MINIMUM HEIGHT OF ROUGH OPENING NOTE: 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: WITH THE MANUFACTURER' SPECIFICATION LINE OF WALLS ABOVE F�BSto�P CONTRACTOR TO PROVIDE AND INSTALL ALL NEW 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&TYPE SHELVES w/MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN '); x!Y';;,'} WITH OWNER PRIOR TO PLACING ORDER. THE FLOOR PLANS. SHELVES TO BE SET ON FLOORING MATERIAL (TYPICAL) e EXHAUST FAN 75 CFM '`''i° (NOTE: DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S. - MARBLE SADDLE/W.S. - WEATHER STRIP w_1i,P OS HARDWIRED SMOKE DETECTOR SMOKE DETECTORS NOTE: PROVIDE SMOKE DETECTORS AS PER THE RES. CM CARBON MONOXIDE DETECTOR =ti .;•;'.«:;;:<. CODE OF NEW YORK STATE INTERCONNECTED AND E3 WOOD POSTS 1 1 HARDWIRED TO ELECTRIC PANEL A-301 POSTS FROM ABOVE � ..gym. su. A-301 15'-0" ..-..., SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE - - - - - TYP. NEW EXTERIOR WALL CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP — 4,3" —4,3" �'- " 1y2.' CONSTR.: NEW SIDING, OVER 36" H. HAINDRAIL BATHROOM POWDER ROOM WAATTENUATION BLANKET D SLL. 1�„ - — _ = HOUSEWRAP ON 1/2" CDX EXT. a I4 2 (2) 2x10 GRADE PLYWOOD SHEATHING ON W JZ - �— - �— - 2x4 WOOD STUDS 16 O.C. w/ 4.-RI.SE.R.S ...7_..3/4. MAX..,,,.I..F_ � � W (2) x12 (2) 2x12 (2) 2x12 @ ) 2x6 TREX DECKING W DECK GIRDER R-19 SPRAY FOAM INSUL. ON 1/2" ---- -------3 TREAI3S .... _ 1 A � / 2"x6" 'TREX' DECKING � 2�2 POSTS ANCHORED TO +/-3'-103 -------- -- o 00 PROVIDE 1/8" SPACING o �4 _ _ -_-9'-2" _— 10" DIA. CONC. PIERS U► N Y ° BETWEEN BOARDS x = TYP. INTERIOR WALL U TO FTGS @ 36" MIN. _ q C14+/-6'-3" v p @� 15'-0" 1'-2.2" BELOW GRADE CONSTRUCTION: r ONE LAYER OF 1/2" GYPSUM WALL LINE OF SECOND FLOOR WIN DOW/SLIDING DOOR SCHEDULE W w x I BOARD ON EACH SIDE OF 2x4 - -o—gym- - -o M STUDS @ 16" O.C. w/2"x4" SOLE — ,_ BALCONY ABOVE N N SQ. FT. SQ. FT. 2x12 ACQ LEDGER BOLTED TO HOUSE W/ 1/2"x3 1/2" PLATE AND (2) 2"x4" TOP PLATES - _ Nw ---- - —N --" ' NAME MANUF PRODUCT SIZE REMARKS GLASS VENT EPDXY COATED BOLTS STAGGERED 12 O.C. _-_____.._._.._ ...._ _.__._ _______...._..... _ -_.____....___ .... -- - <;..,, -- A ANDERSON 40 AW451 4'-4 13/16"x 2'-4 3/8" AWNING WINDOW d Z 4 I .I• - - - - - - - - - - - - -- I 4 4 (2)2x12 4 SERIES WITH I STORMWATCH d M _ - U A-301 •: "". _ A-301 A-301/ "x12" FLOOR JOISTS I oPROTECTION8" POURED FOUNDATION d I .:I. @ 16" O.C. ` I 8"x16" FDN VENT TO BE o WALL WITH NEW BILCO DOOR BEAM POCKE II ;� BASEMENT: I I SELECTED BY CLIENT O x z O B ANDERSON 400 CW135 2'-4 3/8" x 3'-4 13/16" CASEMENT WINDOW W w WITH MANUFACTURER - - - - - 4 POURED CONC. SLAB. I I o N - Q o SERIES WITH PROVIDED NEW BILCO STAIRS 8" POURED CONC. U x W _ _ 6X6-10/10 WWM. OVER 6 I s ( NEW BILCO U- o "� o STORMWATCH MIL. POLY. VAPOR BARRIER I FOUNDATION WALL W/#5 I x DOOR WITH �oom #1 `�' PROTECTION N Q REBAR @16 O.C. VERT. #4 x ^ R COMPACTED FILL I I Z0 MANUF. DINING ROOM = o OVE REBAR 16 O.C. VERT., 3500 o N I `o , DRILL & EPDXY#4 DOWELS x � I l � 31-011 51-811 ( I @ � I C ANDERSON 400 C33 5-11 7/8 x 3-0 1/2 CASEMENT WINDOW � I '; 3-0 5-8 PSI CONCRETE MIN. ON A PROVIDED 2,-11 12 AT 16 O.C. VERTICALLY TO I NEW BILCO o O �2 SERIES WITH CONNECT PROPOSED FDN. TO I :., L - - - - - - CM O I 'rt I 1'-8"W. X 8" D. P.C. FOOTING STAIRS 4'-11'(0 6'-11" i STORMWATCHCA EXIST (MIN. EMBEDMENT INTO _ _ PROTECTION ..A EXISTING CONCRETE 1 -- - r_L_ - - -_ SIMPSON MODEL NO. BOTTOM OF NEW FTG TO =N =N D ANDERSON 'A' FWGD 5'-11 1/4" x 6'-7 1/2" FRENCHWOOD GLIDING PATIO � `- FOUNDATION 4 ) + -21-4�4 \� HUS210-2TF FLUSH CM S \ O REF NEW BASEMENT MATCH BOTTOM OF EXIST. CONNECTOR 2'-11" N o = SERIES WITH 6068 DOOR W Z ACCESS (TYP.) =N cv s 6 $ N N c� o STORMWATCH 3 1/2"x11 7/8" - CN dU - �n PROTECTION DRILL & EPDXY#4 DOWELS x 12" 0 PARALLAM 01 N IDW I c0 0 o LINE OF WALLS 1 6'-61 �x +/-7'- p1 E ANDERSON 400 AW251 2'-4 7/8" x 2'-4 7/8" AWNING WINDOW N o ABOVE (TYP.) AT 16 O.C. VERTICALLY TO 1 -3 2 �2 N S- �4 rn Q - J CONNECT PROPOSED FDN. TO SERIES WITH °' �d LINE OF EXISTING 8" CONC. co OS ~ \ � STORMWATCH EXIST (MIN. EMBEDMENT INTO — o C? S CN BLOCK FOUNDATION TO EXISTING CONCRETE _ N U p PROTECTION CV (� co LL REMAIN 7'-0" CEILING HEIGHT, FOUNDATION 4") C14 C) 3 F ANDERSON 400 A281 2-8 x 2 4 7/8 AWNING WINDOW z IN THIS AREA o 3 00 c� - KITCHEN z 0o A-301 �' p TO A 301 SERIES WITH w STORMWATCH o - - = EXISTING EXTERIOR �TORAGE 0 �? o = O4 9 1/2" FLUS LVL PROTECTION j WALL: ° �- z I u- G A251 2'-4 7/8" x 2'-0 5/8" AWNING O INSTALL NEW SIDING, ANDERSON 400 N WINDOW w 4x6 WOOD 4x4 WOOD SERIES WITH o a - - OVER HOUSEWRAP ON c0 -� ;:+ I DOUBLE JOISTS UNDER ALL EXISTING SHEATHING. POST, TYP. POST, TYP. U STORMWATCH Q WALLS PARALLEL TO A N N A PROTECTION m W O EQ. EQ. O H ANDERSON 400 A231 5'-11 5/8"x 2'-11 15/16" AWNING WINDOW Q STRUCTURAL MEMBERS AND x x BELOW WOOD POSTS (TYP) N N SERIES WITH w Y. STORMWATCH "NA OLEON ASCENT 35" w Lu PROTECTION rt I GAS FIREPLACE t I C9 J ANDERSON 400 A2251 4'-9" x 2'-0 5/8" AWNING WINDOW EXISTING SAND TO SERIES WITH LIVING ROOM a q 3'-0" H. I I O STORMWATCH a I o PROTECTION I x � � N LINE OF EXISTING 8"W. CEMENT I = 19'-5�" = O I BLOCK @ 4'-0" H. TO REMAIN I o 4co O 2 2 L W C'1 1 3/4"x11 7/8" 230 TJI •Y O x Lu LEVEL FLOORS x O FLOOR JOISTS @ 16" O.C. I nN^, TO MATCH N W Z U Q W - - I c'M M ��• I LLl d - - �` - -- - - - --- Qd � W p NEW"FULL LITE" Q F_ W DOOR TO BE F- U I EXIST. ENCLOSED PORCH ¢ z W I CONVERT TO HABITABLE SELECTED BY W I I � E-� � z I 6 8 I I � o z � SPACE 2 x 6 �' OWNER o - o o {� 0o I I 00 1 EXIST. ALUM. o ¢ O SCREEN DOOR ¢ O TO REMAIN Q W U I- - - - - - - - - - - - - - -I ' - - - - - - - - - - - - - - - - - - NEW 8" POURED CONC. o o 1 FOUNDATION WALL, 4' HIGH, ON 1 EXIST. WINDOWS AT N o x z A-301 A 1'-8"WX8"D P.C. FOOTING A-301 ENCLOSED PORCH TO cov H v N REMAIN w u 3 0 3'-0.. +/-14'-3y2" 2-93/oft Q d Q All o. Q THESE PLANS ARE AN LOWER LEVEL FIRST FLOOR INSTRUMENT OF SERVICE CONSTRUCTION PLAN CONSTRUCTION PLAN AND THETHE INE PROPERTY OF THE ENGINEER. SCALE: 1/4"=l'-0" SCALE: 114"=V-0" ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. OF NEW r O r„ 0 4� 1 w ROOFING NOTE: CONTRACTOR TO PROVIDE ICE AND WATER A 19 ti's EXTERIOR BALCONY W/ 36" SHIELD ON ROOF EAVE TO A POINT UPWARD FEss10 P H. GUARD RAIL 2'-0" MIN. PAST THE INTERIOR SURFACE OF THE EXTERIOR WALLS AND 1'-0" ON BOTH SIDES OF ALL HIPS. VALLEYS AND RIDGES. A-301 , .fre "rW CD 5'-2" 8'-0" 9'-2' 5'-10" TYP. INTERIOR WALL TYP. NEW EXTERIOR WALL x CONSTRUCTION: CONSTR.: NEW SIDING, OVER ONE LAYER OF 1/2" GYPSUM WALL HOUSEWRAP ON 1/2" CDX EXT. BOARD ON EACH SIDE OF 2"x4" GRADE PLYWOOD SHEATHING ON STUDS @ 16 O.C. w/2 x4 SOLEo 2x4 WOOD STUDS @ 16 O.C. w/ M--� PLATE AND (2) 2"x4" TOP PLATES R-19 SPRAY FOAM INSUL. ON 1/2" a GYP. BD. — b w - - - - - - - - - (2)2x10I I 12 12 I 4 g,- 4 I 6 1/2 p Q 6 1/2 I a A 301 - 2 A 301 - :2 ell Q I 9R80M #1 1" 12"x10" ROOF RAFTERS Q 2"x10" ROOF AFTERS THROOM LINE OF ICE & @ 16" O.C. @ 16" C.C. Z X WATER SHIELD a I- 0 8 (TYP.), SEE ROOFING I I N M 2 x 6 NOTE ON THIS W C) SHEETco I Z N 0 op I I Z 04 X H (2)2Z (2)2x1 PROVIDE 11'-2Y2" CM o 7'-104" W/D FIBERGLASS I 1'-0" cn PAN w/ FLOOR = I 12 12 rr~h�•� ��r-1 a DNmzv I DRAIN FOR I 6 1/2p� �Q6 1/2 V Z W w Q WASHING I TYP. ROOF CONSTRUCTION: ~ Q \ Qo LOFT J =N WALK IN CLOSET MACHINE I 20 YR. DIM. ARCH. ASPHALT O o W W Q _ 00 2"x10"ROOF RAFTERS 2"x10" ROOF RAFTERS SHINGLE ON 30# FELT x I OVER 5/8" EXT. GRADE - N a- 16 O.C. � @ 16 O.C. N 04 = �- N O I Q PLYWOOD SHEATHING N _ G I Q I OVER RAFTERS W/6" SPRAY CV d 8-2INSULATION (R-42) A 301 2 '-0' A-01 II S W Z 4"x6"WOOD 36" H. E OF WALL `V I POST HANDRAILS 4"x6" WOOD BELOW, TYP. co POST 1/2"x 16" PARALAM � - - - - - - - - - - - - - - - - - - - - - - - (2)2x8 COLLAR 4"x6" WOOD I TIES AT 48" O.C., POST FROM U) SEE SECTIONS RIDGE I 12 12 z o? FOR ADDITIONAL Q oo 6 1/2 p Q Q 6 1/2 I uw N INFORMATION = — � _ — = N I Q I O I I w 4"x4"WOOD I I a 3 1/2"x11 7/8" ARALAM POST, TYP. F_ J SNAP-CLAD METAL F NEW SNAP-CLAD METAL ROOFING SYSTEM BY ROOFING SYSTEM BY PAC-CLAD OR PAC-CLAD OR APPROVED APPROVED EQUAL. EQUAL. COLOR TO BE COLOR TO BE SELECTED BY OWNER OVER SELECTED BY OWNER EQ. 3-1 EQ. NEW 30# FELT I O +/_20'_14" OVER EXISTING W Z PLYWOOD SHEATHING I I U OVER RAFTERS Z- - - - - - - - W z a Z OH ° Z �- U Naz �D �+ xo 2 Q o Z [� U Z SECOND FLOOR • CONSTRUCTION PLAN ROOF PLAN w SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" o o x z° o 7- u U O O 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. i of NEI'ti� � O r � A 19 FESS01 TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD SHEATHING OVER RAFTERS TYP. ROOF CONSTRUCTION: O _' LINE OF ROOF BEYOND ---_---_--- 20 YR. DIM. ARCH. ASPHALT SHINGLE ON r ~A 4 12 12 -- -- -- _ — - - --- - - -- ---- -- 30# FELT OVER 5/8" EXT GRADE PLYWOOD °� r CEDAR BOARD AND BATTEN 6 1/2[,-- 6 1/2 _ _- _---- -- -- -- SHEATHING OVER RAFTERS ' ''" „'1 I i J� I II STEP FLASHING I I✓� I I I r. - - - - — - — _ - -- I - -- NEW SNAP-CLAD METAL NEW SNAP-CLAD METAL ROOFING : -_ - -- ROOFING SYSTEM BY SYSTEM BY PAC-CLAD OR �_ — - l � O J �_I� - APPROVED a �- !- - D _tel }-_ - 'I I -- PAC CLAD OR APPROV O O III l 1 _� — - ----- - - EQUAL. COLOR TO BE .. I — APPROVED EQUAL. COLOR TO BE it I ly I - I I I _ -- --- SELECTED BY OWNER OVER W SELECTED BY OWNER OVER NEW I. II: I _ _ _ _ _ _ _ m I - 30# FELT OVER EXISTING -� 36 H. GUARDRAIL �, _ �,__r� l- ��_LI_ �1� �' -- - - -- - --- PLYWOOD SHEATHING OVER ! \ ��- I ' - I - NEW 30# FELT OVER EXISTING J II clo� J�� 1 -_ 1 - I ISI I� IIIII - - ------- - - _- - --- PLYWOOD SHEATHING-L_L -1 G OVER - L1--� L- -LIIJ� a Z RAFTERS _ 1 L I_-I'� -1J JL-41 -�- -Ll 1 1 RAFTERS - !I �- - �- N I i, II , I I I i I I I I it II I H� I I I I I I I' \ I \ I' I III � � I I I I II I I I + J 1 - �. 1 ---J� 1! + SECOND FLOOR - - - - -I - L --�-' - --J -`l L-i O -- - r SECOND FLOOR =} - - L- -� _I �_' � - o I I �:II I ' , I I I III ' � I I I I TYP. NEW EXTERIOR WALL CONSTR.. I I I _ M NEW CEDAR SIDING OVER - - --- �-- --- I - I � I I � p co : I . HOUSEWRAP ON 1/2 CDX EXT. ! 1 �� ti - _ �a r — � D PLYWOOD SHEATHING ON o o GRADE P rr _ r 2"x4" WOOD STUDS @ 16" O.C. w/ - -- 36 H HAINDRAIL _LI L - a I i I I co I jI i I-I -R-19 SPRAY FOAM INSUL. ON 1/2 + + GYP. BD. �' I I 1 I I-T II -.I I 1- _F ol FIRST FLOOR _ -ILL I - I I -FI 0 ; LJ - II dW Z I I I I I I li I I w O � a 0 w w TYP. NEW EXTERIOR WALL CONSTR.: NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON d 2"x4" WOOD STUDS @ 16" O.C. w/ H FRONT ELEVATION SIDE ELEVATION R-19 SPRAY FOAM INSUL. ON 1/2" z SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" GYP. BD. W H d Q O H a� TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD Q SHEATHING OVER RAFTERS TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH.ASPHALT SHINGLE ON 30# FELT OVER 5/E" EXT. GRADE PLYWOOD - - - ---- --------------------------- SHEATHING OVER RAFTERS TYP. NEW EXTERIOR WALL CONSTR.: - - NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. - - -- - - - -- - -- -- - GRADE PLYWOOD SHEATHING ON - -- - - - -- --- - - - -- -- -- __ _ �'I -I- 2rrx4"WOOD STUDS @ 16" O.C. w/ --- - - _-.- - -- - _ I I L. �_ l-1 R-19 SPRAY FOAM INSUON 1/2" -- - - - - - GYP. BID. -- --- - - _ - - -- I NEW SNAP-CLAD METAL ROOFING -- - -- -- - --- _- - h - I _j SYSTEM BY PAC-CLAD OR APPROVED - - -_ - -__- --: - - - 36 H GUARDRAIL I I I I I 36" H. GUARDRAIL EQUAL. COLOR TO BE SELECTED BY _ ___ _-__ _ J I - -- ! OWNER OVER NEW 30# FELT OVER - W oI O _ I , II co J EXISTING PLYWOOD SHEATHING OVER RAFTERS Z H N W Q I I l i I I I I ^ II + I I OOO I II l I � I WCECOND FLOOR SECOND FLOOR � W I I IJ I I I I II III ; I I TYP. NEW EXTERIOR WALL CONSTR.: I - I I ._ H El36n H. HANDRAIL NEW SIDING, OVER �zz C7 O� � O z _ � � sI °o 0 GRADE PLYWOOD SHEATHING ON I I IHOU �EWRAP ON 1/2n CDX EXT. ! - I co 2x4 WOOD STUDS @ 16 O.C. w/ 1 !I ¢�¢ r3¢L_ Wh { lIl R-19 SPRAY FOAM INSUL ON 1/2 ll I I GYP. BID.BD. ,_- - - - LI ILz_ -J- L _ iI I I ! II _J .. -I I CL _ =LJ J FIRST FLOOR 1EFIRS FLOOR o H 0 r rr � N I I I I i I _ I I I I I I I O I I I I I i i I � I I � I II I I I I I u z o w N w 3 h 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY REARELEVATION SIDE ELEVATION OF THE ENGINEER.ALTERATION OR ADDITION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THEN EW YORK STATE EDUCATION LAW. TYP. ROOF CONSTRUCTION: O NEUV}- 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# Q FELT OVER 5/8" EXT. GRADE PLYWOOD CONT. RIDGE VENT SHEATHING OVER RAFTERS W/6" SPRAY (2)2X8 COLLAR TIES AT 48" INSULATION (R-42), PROVIDE 1" MIN AIRSPACE O.C., rMt �. TYP. NEW EXTERIOR WALL CONSTR.: NEW CEDAR SIDING, OVER HOUSEWRAP ON 190 1/2" CDX EXT. GRADE PLYWOOD (2)2X8 COLLAR TIES AT 48" r° FESSIo�P SHEATHING ON 2"x•4"WOOD STUDS @ 16" O.C., O.C. w/ R-19 SPRAY FOAM INSUL. ON 1/2" GYP. BD. 4"X6" WOOD POST FROM ` FLASHING RIDGE BEYOND 2"X6" 'TREX' DECKING 3 1/2"X16" PARALAM ;< :.. . (ZD 36" H. GUARDRAIL = s'•c.;,1a; NAP-CLAD METAL ROOFING SYSTEM �....4•R,:a •a':: BY PAC-CLAD OR APPROVED EQUAL. COLOR SECOND FLOOR CONSTRUCTION x.., TO BE SELECTED BY OWNER OVER NEW 30# . , ..': .'s.� „ ^ l my•, . 00 3/4" CDX T&G APA RATED PLYWOOD FELT OVER EXISTING PLYWOOD SHEATHING SUBFLOOR GLUED AND NAILED TO OVER RAFTERS W/ R-30 BATT INSULATION FLOOR JOISTS (SIZE AND SPACING 36" H. GUARDRAIL '' SHOWN ON PLANS) @16" O.C. END JOISTS MUST BESECOND FLOOR PRESSURE TREATED WHEN - 91-1 if CANTILEVERED — PROVIDE WOOD BLOCKING - L CD FIRST FLOOR CONSTRUCTIONBETWEEN FLOOR JOISTS AT co w 3/4" CDX T&G APA RATED PLYWOOD CANTILEVERAi W w SUBFLOOR GLUED AND NAILED TO 3 1/2"X11 7/8" PARAL M INSTALL NEW 1/2" GYP. BD AT CEILING., ' FLOOR JOISTS (SIZE AND SPACING - -- INSTALL NEW R-30 BATT INSULATION a z SHOWN U PLANS) @16" O.C. w/ R-30 BATHROOM #1 STORAGE ' LIVING ROOM BATT INSULATION- .- 2"X6" 'TREX' DECKING l� I � � (2) 2X10 —\ � FIRST FLOOR W W GRADE d (2) 2x12 SLAB CONSTRUCTION: 1 3/4"x11 7/8" 230 TJI FLOOR JOISTS - 44 ACO POSTS a BASEMENT ANCHORED - 4"4000 PSI.POURED CONC. @ 16" O.C. Q, ►•-� SLAB ON 6X6-10/10 WWF. OVER NEW 8" THICK POURED CONC. p, 6 MIL. POLY. VAPOR BARRIER FOUNDATION WALL WITH #4 BARS @ 10" DIA. CONC. PIERS ON 6" CRUSHED STONE 48" O.C. VERTICAL W/ (3) #4 BARS TO FTGS @ 36" MIN. COMPACTED FILL HORIZONTAL @ 16" O.C. BELOW GRADE - A 8"x16" POURED CONC. FTG. W/ (2) #4 CONT. BARS 8" POURED CONC. 2x12 ACQ LEDGER BOLTED TO FOUNDATION WALL W/#5 INSTALL NEW R-30 BATT INSULATION AT HOUSE W/ 1/2"x3 1/2" EPDXY COATED REBAR @16" O.C. VERT. #4 NEW FLOOR JOISTS. BOLTS STAGGERED @ 12" O.C. REBAR @16" O.C. VERT., 3500 d INSTALL 1" R-5 RIGID INSULATION AT PSI CONCRETE MIN. ON A 1'-8"W. X 8" D. P.C. FOOTING H 4-0 BELOW GRADE w Z SECTION SCALE: 1/4"=1'-0" o W N � � Q 3 1/2"X14" PARALLAM 3 1/2"X14" PARALLAM Q CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: CONT. RIDGE VENT 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE w 12 (2)2X8 COLLAR TIES AT 48" PLYWOOD SHEATHING OVER RAFTERS :�i 3 1/2"X14" PARALLAM 6 1/2 O.C., 12 W/6" SPRAY INSULATION (R-42), O CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: 6 1/2 PROVIDE 1" MIN. AIRSPACE v z (2)2X8 COLLAR TIES AT 48" 20 YR. DIM. ARCH. ASPHALT 12 O.C., SHINGLE ON 30# FELT OVER (2)2X8 COLLAR TIES AT 48" O.C., o a SECOND FLOOR CONSTRUCTION 6 1/2 5/8" EXT. GRADE PLYWOOD 3/4" CDX T&G APA RATED PLYWOOD TYP. ROOF CONSTRUCTION: SHEATHING OVER RAFTERS TYP. NEW EXTERIOR WALL CONSTR.: U o SUBFLOOR GLUED AND NAILED TO 20 YR. DIM. ARCH. ASPHALT NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" -� W FLOOR JOISTS SIZE AND SPACING W/6 SPRAY INSULATION CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" �0 Q SHOWN ON PLANS SHINGLE ON 30# FELT OVER _ (R-42) PROVIDE 1" MIN. � @1Ei O.C. 5/8" EXT. GRADE PLYWOOD AIRSPACE WOOD STUDS @ 16" O.C. w/ R-19 SPRAY FOAM a SHEATHING OVER RAFTERS 36" H. GUARDRAILo 1 -0„ INSUL. ON 1/2" GYP. BD. w W/ 6" SPRAY INSULATION o SECOND FLOOR CONSTRUCTION TYP. NEW EXTERIOR WALL 3/4 CDX T&G APA RATED PLYWOOD (R-42), PROVIDE 1" MIN. SUBFLOOR GLUED AND NAILED TO AIRSPACE o CONSTR.: 36" H. GUARDRAIL NEW CEDAR SIDING, OVER FLOOR JOISTS (SIZE AND SPACING a HOUSEWRAP SHEATHING 1'-0" GRADE P SHOWN ON PLANS) @16" O.C. SECOND FLOOR TYP. NEW EXTERIOR WALL SECOND FLOOR ON 2"x4" V, OOD STUDS @ 16" ASECON 9' D FLOOR -1" CONSTR.: 9'-1„ INSUL ON 192 " GYP. BID.FOAM 9'-1 " NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" WOOD STUDS @ 16" O.C. w/ R-19 SPRAY FOAM FIRST FLOOR CONSTRUCTION INSUL. ON 1/2" GYP. BD. 3/4" CDX T&G APA RATED PLYWOOD W SUBFLOOR GLUED AND NAILED TO U Z FLOOR JOISTS (SIZE AND SPACING z SHOWN ON PLANS) @16" O.C. w/ R-30 W BATT INSULATION Q z FIRST FLOOR FIRST FLOOR FIRST FLOOR CA � F- W 0'-0" 0-0 01-01, z v� INSTALL 1" R-5 RIGID INSULATION AT o ° , Q Q DE Q w 0 jx 0 N o x z o z o O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY SECTION SECTION SECTION OF THE ENGINEER. ALTERATION OR ADDITION 2SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : i �iirOr tn5x1ap Cer� alfAsrinw f Fk.. O S p I i F$I ItISwrl% a t> c�s�nrn Nereui ielt +er:"#[eco s iaizirteilCsssuiitiorss r y 1l VOlu € P 3 i�° a r A Y \ KI 3 m a F 3021, W 403.3 W jPR2J� W z Cwiipiiance: 5.1%Better irhan Code Maxiiynim UA: 214 Yow UA: 203 Maximum SHGC: 0.40 EYout SHGC: 0.28 N M w w 2 3 E CD ac Section i t _.._.. _ __.............v_-- ._.._.._.. ..._._.., ' ± �.: I3tVerified e� tion I € Ii +�dlE2Verified .. 4 o I€ �. a . rt �et�CInsulationti�t:Irs � �i�€ s I t1 Field JYi$9 Plat . � Complies? 4 l ' 5(� ��P .tiCtS E �lri� t �iRough-in Inspection!��€o€ F ii € � i rS �rdiea I [�Vi CSB,...,.... ;.. ii l ,rill illl IIII'�u,q i iil �I"'llpi i I ''I iJ.l Q LLJ0 � �az t 0- W t, 402.A.5 [FRI6]2 — ' W 0 N \S \ 403.3.3;5 FR15 � O t ] 403.4 `4 [FR171z Jn c. o � — 403.5.3 403. (FR18)z [Fi9l it �� ° i i I l i i II �. 403.6 [FR19]2 [Fi 10l 2 t3 S A' 16 O \ W 403.5.1 o [Fill]z z C7 2 3` 2 3 2- 3 2 3 O w THESE PLANS ARE AN CNJ/ I — ON 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 ectle yq ... .r arty Vet s - �alcl t�� ,...... Y., z -.. T'"FJ �eC9Ied tell': '` �' .�.+ s. _ lel __ ., � r_ r_ .. � _ , ire easutrt tFrs ., :. ..., . tea _ o�. „ � .,. .. ...�. �#` l�te Value t�a6ue ,—.Value, ,., 7X19 `61.1 : _�.. ._..._:m._......,....,._.... ._._,.x.......m� .___'___<. _�.E,..�;.....:.�^�'...—._._ _.� k iI 40 .fi.1 4fl1,3 Compliance certificate posted. Complies Requirerrrent will be met. \ Z c GFE25]� Does Not ` \ Not Observable \ \ Not Applicable .._ gnkku' S ' fl..........:... ................._ 403 2 �' 303.33 Manufacturer manuals for C_1Complies z �T GF118] mechanical and water heating `� ' s❑Doe s Not G�126I Y, systems have been provided. �� t �r E]Not Observable IM` 'C]Not Applicable 403$1>1 �\ CD GF1 z �< 4 ' U"z0", 1 c \\ M R k 403x1 �_ NZan =.=•,r...�._•.. w 403.5.2 "�' ` �,. Qom• !moi l 403.5,4 W � Q w �Io4.1.1 �[F123I3 z 3 vi w f° yy 34! O W N 07 U) z L z U-1 O Z � O U-1 o � c� o � J W m Q W W a ' v 0 w U w wz 17- 7- C 7-z° 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. r SOF NEW Y 0 U, APP OVED AS NOTED DATE: 11 42,510VB.P.# A FESSIO�P FEE: By: NOTIFY BUILDING Dc'GARTMENT AT 765-1802 8 AM T 0 4 PM FOR THE FOLLOWING INSPECTIONS: ='•, 1. FOUNDATION - TWO REQUIRED O FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRLJCT;''N MUST '"` BE COMPLETE F,-�;, D. ALL CONSTRUCTI-N SHALL MEET THE L _~ ;r REQUIREMENTS OF THE CODES OF NEW � l I YORK STATE. NOT RESPONSIBLE FOR V DESIGN OR CONSTRUCTION ERRORS. 4"VTR FLASH AS EXISTING EXTERIOR REQ'D j1L ROOF w DECK TO BE REMOVED -- - - - IN ITS ENTIRETY _ LAUNDRY ROOM j - BATHROOM 12_ T w COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 12 12" 12, AS REQUIRE ND CONDITIONS OF EXISTING BILCO ENTRY IN ITS ENTIRETY SINK SINK SOU i HOLD TOWN ZBA `Z DOOR TO BE REMOVED SHOWER TUB I I SECOND -1'1- a c w -- �I I c� 12„ 12„ DRAIN F W1 FLOOR CO 2" CO _ 3"WASTE LIN rr� V H Z - =�F= --I ` BATHROOM 1zTj z KITCHEN r ON LEAP R CERTIFICATION r-- I- -� -I IPL, ] CONTENT BEFORE d EXISTING I LI EXISTING EXTERIOR 1�" 12" 1z" 12" 1'-�" CER TIFICA TE OF OCCUPA NC Y BATHROOM SHOWER TO BE r r-� _ I SOLDER USED,1N I-MATER Z Q FIXTURES TO BE REMOVED IN ITS W REMOVED IN ITS ` - __ 1 ENTIRETY SINK SINK INK SUPPLYSYSTEMCANNOT C ENTIRETY KITCHEN EXCEED 2/10 OF 1%LEAD. U N Q NEW 4" SHOWER TUB FIRST F.A.I. 12 DW 2" 12" FLOOR I CO 2" O BEDROOM #3 I- 3"WASTE LIN =PLUMBINlc -- -- - I ALL PLUMMI"'JG'A'nPTE -- --- - &WATER U',:z.'c TEtTING BEF urE COVERING EXISTING WINDOWS TO J _ BASEMENT BE REMOVED IN ITS -- ENTIRETY U.O.N., TYP. DINING ROOM C.O. C.O TO EXIST DRAINAGE INSPECTIONS ARE REQUIRED REMOVE EXISTING SANITARY SYSTEM HOUSETRAP Contact TOS Engineering at 765-1660 before BEDROOM #2 GYP. BD IN ITS Eackfill,OR Provide Engineer's Certification ENTIRETY AS th^t the dreinage has been installed to Code. FW., - REQUIRED TO INSTALL NEW 1/2" GYP Q BD, SEE A-102 FOR -i PLUMBING RISER DIAGRAM ADDITIONAL EXIST. DOOR TO BE - -- 1 I1 -�____--___ ' INFORMATION. SCA-E: N.T.S. OCCUPANCY /�R REMOVED (TYP.) I V /-► V V w USE IS UNLAWFUL EXIST. WALL TO BE I— WITHOUT CERTIFICATE o REMOVED (TYP.) a OF OCCUPANCY U Q IIIA I;l LIVING ROOM DO NOT PROCEED WITH PART OF EXIST WALL TO I�J BE REMOVED AS REQUIRED FOR NEW BEDROOM #1 EXISTING FIRE PLACE OFRA%111'11G UNTIL SURVEY FOUNDATION LOCATION WINDOWS, SEE A-102 __ TO BE REMOVED HAS BEEN APPROVED., FOR ADDITIONAL INFORMATION, TYP. EXISTING ENTRY STOOP TO REMAIN Must provide Manuals REMOVE EXIST WALL& REMOVE EXIST DOOR, D,)end SO&S,& per WINDOWS, SEE A-102 FOR SEE A-102 FOR NYS Energy Code REMOVE EXIST CEILING PANELS. ADDITIONAL INFORMATION ADDITIONAL 9 CEILING JOISTS TO REMAIN), EXIST. PORCH INFORMATION (j SEE A-102 &A-301 FOR EXIST. ALUM. SCREEN a' ADDITIONAL INFORMATION DOOR TO REMAIN Blower door w and duct�� rk Z O EXISTING WINDOWS AND r WINDOW HEADERS TO REMAIN testing;rcqu�ired. W AT EXISTING PORCH, TYP. z a (� a E_- ¢z C CLCCTRIc � 5 1� tires L;V®lSl � d ~ 3 Ha FIRST FLOOR W Q w REMOVAL PLAN SCALE: 1/4"=1'-0" 7AP:UZ^PLACARD,'NG RI:QU:111ED o C> Q C7 v �I U o All exterior Iighting In-staIled,replaced or Q rcpaired shat"conform to ChG pter 172 THESE PLANS ARE AN of the TO:"117 Code 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. CANTILEVER NOTE: STRUCTURAL NOTE: KITCHEN EXHAUST FAN NOTE: WINDOW AND DOOR NOTE: LEGEND OF NEW END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO PROVIDE EXHAUST HOOD AT KITCHEN FOR EQUIP. CONTRACTOR IS TO VERIFY THE SIZE, STYLE& p WHEN CANTILEVERED STRUCTURAL MEMBERS(TYP.) EXHAUST. PROVIDE MIN. 100 CFM EXHAUST FAN. MANUF.OF ALL NEW WINDOWS AND DOORS WITH co THE HOMEOWNER PRIOR TO ORDERING AND BEFORE WALL CONSTRUCTION fir' DOOR JAMB NOTE: EMERGENCY ESCAPE WINDOWS: THE START OF ANY CONSTRUCTION. DOOR JAMBS TO BE LOCATED 2"MINIMUM OFF WALL ANDBRICK VENEER EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR 6"TYP. UNLESS OTHERWISE NOTED OR DIMENSIONED. OPENING OF 5FT PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D. .7 SQ. ., MINIMUM HEIGHT OF 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. SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS Al CONTRACTOR TO PROVIDE AND INSTALL ALL NEW DOOR AND HARDWARE NOTE: WITH THE MANUFACTURER' SPECIFICATIONS LINE OF WALLS ABOVE fil`SSIONP 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 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) EXHAUST FAN, 75 CFM s' O (NOTE: DOORS TO BE SOLID-CORE RAISED PANEL) ADJUSTABLE STANDARDS. M.S. = MARBLE SADDLE/W.S. =WEATHER STRIP OS HARDWIRED SMOKE DETECTOR F `# SMOKE DETECTORS NOTE: PROVIDE SMOKE DETECTORS AS PER THE RES. CM CARBON MONOXIDE DETECTOR CODE OF NEW YORK STATE INTERCONNECTED AND WOOD POSTS 1 1 HARDWIRED TO ELECTRIC PANEL ` A-301 15'-0" A-301 POSTS FROM ABOVE SOUND ATTENUATION BLANKET NOTE: M.S. MARBLE SADDLE TYP. NEW EXTERIOR WALL CONTRACTOR TO PROVIDE SOUND W.S. WEATHER STRIP ATTENUATION BLANKET AROUND ALL '-0" 311 — 4 —4' " —1'- CONSTR " 1 .: NEW SIDING OVER 1/2 36" H. HAINDRAIL BATHROOM/POWDER ROOM WALLS. HOUSEWRAP ON 1/2" CDX EXT. • 1�2 — (2) 2x10 GRADE PLYWOOD SHEATHING ON - -- -1 -D�➢- w — _ `� (2) 2x12 2"x4" WOOD STUDS @ 16" O.C. w/ 4,.-R,ISERS..@ - _.(1�1�4X.).,.._V...t�.F... 2"x6" 'TREX' DECKING w (2) x12 (2) 2x12 __.______._..__.. .__.._._______.___ DECK GIRDER R-19 SPRAY FOAM INSUL. ON 1/2" co FASTENED TO 4x4 ACQ GYP. BD. .- ____....._..„ 2�2 �_ / 2"x6" 'TREX' DECKING POSTS ANCHORED TO +/-3'-1034" o O �? PROVIDE 1/8" SPACING 0 10" DIA. CONC. PIERS X ° BETWEEN BOARDS x ., = TYP. INTERIOR WALL - - ---- N - N TO FTGS @ 36 MIN. o o N w N V-21 BELOW GRADE CONSTRUCTION: Z +/-61-3'v -- p 15-0 -- 2 ONE LAYER OF1/2" GYPSUM WALL ---- ---- - -- - --- (z)zx10 WINDOW/SLIDING DOOR SCHEDULE w x I BOARD ON EACH SIDE OF 2"x4" N ------ - - o--: -- - o LINE OF SECOND FLOOR -- --- - - -- BALCONY ABOVE W STUDS @ 16" O.C. w/2"x4" SOLE ____._......._.._. __ _ .N �_ _N lam._„ SQ. FT. SQ. FT. ._ l ___ ... ,-� 2x12 ACQ LEDGER BOLTED TO HOUSE W/ 1/2"x3 112" PLATE AND (2) 2"x4" TOP PLATES --- -- ----- N ^- - NAME MANUF PRODUCT SIZE REMARKS N _ _......._.__..............._._. m......_........ ` D c . GLASS VENT EPDXY COATED BOLTS STAGGERED 12" O.C. -- --- - - - -- - -- - —-- v --- - - - - - - - - - - - - - -- - - - - _ �--� A ANDERSON 400 AW451 4'-4 13/16" x 2'-4 3/8" AWNING WINDOW Z .� 2 2x12 - - - - -i� - - - - - - - - - I 4 O SERIES WITH M 4 4 4 STORMWATCH o A-301 I ' "x12" FLOOR JOISTS I A-301 A-301 v U A-301 C? PROTECTION f� {{ / 8" POURED FOUNDATION III @ 16" O.C. I I 8"x16" FDN VENT TO BE Eco `n ►'� p� WALL WITH NEW BILCO DOOR BEAM POCKETI '` BASEMENT: I ;; I SELECTED BY CLIENT _ z N O _ B ANDERSON 400 CW135 2'-4 3/8"x 3'-4 13/16" CASEMENT WINDOW Z W — I 4 POURED CONC. SLAB. I ``: I o c� - Q o SERIES WITHvl H Q W WITH MANUFACTURER — — 8" POURED CONC. ' PROVIDED NEW BILCO STAIRS �`° '-" " °" 6X6-10/10 WWM. OVER 6 I .: I o U c� o STORMWATCH O W W " c FOUNDATION WALL W/#5 NEW BILCO o cn � PROTECTION MIL. POLY. VAPOR BARRIER I REBAR @16" O.C. VERT. #4 _ DOOR WITH ROOM #1 X p c•� Q F- OVEk':COMPACTED FILL I I N REBAR 16" O.C. VERT., 3500 _� MANUF. DINING ROOM - q C ANDERSON 400 C33 5'-11 7/8"x 3'-0 1/2" CASEMENT WINDOW DRILL & EPDXY#4 DOWELS x I = I �� 3'-0" 5'-8" I @ PROVIDED o O PSI CONCRETE MIN. ON A O 2'-1�2" `n SERIES WITH 12"AT 16" O.C. VERTICALLY TO — — — — — — I NEW BILCO 4'-11 ' I 1 -8 W. X 8 D. P.C. FOOTING 6'-11" U STORMWATCH CONNECT PROPOSED FDN. TO I ILL 11 CM S STAIRS N 014 EXIST (MIN. EMBEDMENT INTO I — PROTECTION EXISTING CONCRETE — • ---- �, SIMPSON MODEL NO W, 2 BOTTOM OF NEW FTG TO HUS210-2TF FLUSH \ D ANDERSON 'A' FWGD 5'-11 1/4"x 6'-7 1/2" FRENCHWOOD GLIDING PATIOwFOUNDATION 4") + -2'-4�4" � CM o REF wNEW BASEMENT MATCH BOTTOM OF EXIST. c�CONNECTORERIE WITH 6068 DOOR ACCESS (TYP.) 6 $ N `°" -VP STORMWATCH 3 1/2"x9 1/4" — — Ln PROTECTION L SII o - 1 - DRILL & EPDXY#4 DOWELS x 12" PARALLAM V-3 31 6-6/2„ „ +/-T-10�" I DW I o E ANDERSON 400 AW251 2.-4 7�d x 2-4 7/8 AWNING WINDOW N W AT 16 O.C. VERTICALLY TO O 2 S "' I 4 — J 0 SERIES WITH °' Q CONNECT PROPOSED FDN. TO co S STORMWATCH LINE OF WALLS EXIST (MIN. EMBEDMENT INTO N ,� .� 1 _ PROTECTION ABOVE (TYP.) -_ -__ _- EXISTING CONCRETE c i o STORAGE ) °O `. f cn H FOUNDATION 4 ) O o KITCHEN Z 3 00 , ��ti�„� _ O O 3 F ANDERSON 400 A281 2'-8"x 2'-4 7/8" AWNING WINDOW A-301 0 TO A-301 SERIES WITH w 1-3/4"x -1/2" 230 TJ I = = 0 - 00 STORMWATCH WITH �j N EXISTING EXTERIOR FLOOR J ISTS @ 16" O. "' o _ (2) 2x12 N PROTECTION UO 0) WALL: o INSTALL NEW SIDING, U) G ANDERSON 400 A251 2'-4 7/8" x 2'-0 5/8" AWNING WINDOW 0- 4"x4" '- �- - - --- OVER HOUSEWRAP ON �r c� POST TYP.WOOD SERIES WITH p DOUBLE JOISTS UNDER ALL EXISTING SHEATHING. STORMWATCH U PROTECTION o Un WALLS PARALLEL TO OA c4 04 O W STRUCTURAL MEMBERS AND x EQ. EQ. X H ANDERSON 400 A231 5'-11 5/8"x 2'-11 15/16" AWNING WINDOW Q BELOW WOOD POSTS (TYP) N N SERIES WITH w O "NA OLEON ASCENT 35" v STORMWATCH > w PROTECTION w GAS FIREPLACE - J ANDERSON 400 A2251 4'-9"x 2'-0 5/8" AWNING WINDOW i ao LIVING ROOM SERIES WITH A STORMWATCH a N PROTECTION x � O ►� N `- N 19'-54' - 2 ^2 +1 09 in W A-301 A-301 W O N � � N AO N LEVEL FLOORS x CN N TO MATCH N U N N Q M 3 1/2"x11 7/8" PARALAM NEW"FULL LITE" EXIST. ENCLOSED PORCH DOOR TO BE H U � - x CONVERT TO HABITABLE , SELECTED BY 6 8 E- U z W R: O z SPACE 2 x 6 OWNER ;� o -. � l� � Q < EXIST. ALUM. '� o d Z SCREEN DOOR x Q rQl TO REMAIN N W � U o 1 1 EXIST. WINDOWS AT N o x z A-301 A-301 ENCLOSED PORCH TO w o z o REMAIN THESE PLANS ARE AN LOWER LEVEL FIRST FLOOR INSTRUMENT OF SERVICE CONSTRUCTION PLAN CONSTRUCTION PLAN ANDARETHEPNE PROPERTY 2 OF THE ENGINEER. SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ©F NEyr�, O co Lu r � btu ROOFING NOTE: ca EXTERIOR BALCONY W/ 36" CONTRACTOR TO PROVIDE ICE AND WATER 19 �ESS40�P SHIELD ON ROOF EAVE TO A POINT UPWARD H. GUARD RAIL 2'-0" MIN. PAST THE INTERIOR SURFACE OF THE EXTERIOR WALLS AND 1'-0" ON BOTH 1 SIDES OF ALL HIPS. VALLEYS AND RIDGES. A-301 O 1'-10" O� - - _ 51-211 8-011 TYP. INTERIOR WALL 9,_21' 5'-10" TYP. NEW EXTERIOR WALL CONSTRUCTION: CONSTR.: NEW SIDING, OVER ONE LAYER OF 1/2" GYPSUM WALL HOUSEWRAP ON 1/2" CDX EXT. ll BOARD ON EACH SIDE OF 2"x4" GRADE PLYWOOD SHEATHING ON F--i STUDS@16" O.C. w/2"x4" SOLE 2"x4" WOOD STUDS @ 16" O.C. w/ PLATE AND (2) 2"x4" TOP PLATES 9 R-19 SPRAY FOAM INSUL. ON 1/2" GYP. BD. F-- - - - - - � - - — — — — — — — --� W (2)2x10 12 12 4 4 _ 6 1/2 Q 6 1/2 all A-301 - 9 2 Q 13EDROOM #1 2"K10" ROOF RAFTER -J.,, 2"x10" ROOF FTEIiS THROOM LINE OF ICE & @ 16" O.C. � @ 16" C.C. �ll Z °` F� W t � ° X WATER SHIELD I N M n -- o $ i N (TYP.), SEE ROOFING I M Y✓ 2 x 6 NOTE ON THIS x SHEET Md- � o � 0 0s I I Z X :.., _ 1, b)2 12 (2)2x1 I a ( PROVIDE 1'-0" 2�2" CM 0 7'-10Y4" W/D FIBERGLASS py - PAN w/ FLOOR =N I 12 12 W -BN — DRAIN FOR I 6 1/2�� Q 6 1/2 I H Q LOFT Q _ WALK IN CLOSET WASHING io I I TYP. ROOF CONSTRUCTION: W MACHINE I 20 YR. DIM. ARCH. ASPHALT I SHINGLE ON 30# FELT N Q "c� a) c 2"x10" ROOF RAFTERS 2"x10" ROOF RAFT RS I OVER 5/8" EXT. GRADE o n- G I @ 16" O.C. @ 16" O.C. NN N C . O PLYWOOD SHEATHING N I Q I OVER RAFTERS W/6" SPRAY INSULATION (R-42) 3 8'-2y2 4 x6 " WOODA 36" H. I E OF WALLS I W Z POST HANDRAIL= "' — = 4"x6"WOOD BELOW, TYP. POST I I I I 1/2"x16" PARALAM N H rn (2)2x8 COLLAR d 4"x6"WOOD TIES AT 48" O.C., POST FROM SEE SECTIONS I RIDGE I I 12 12 I w 0o FOR ADDITIONAL J co 1 61/2 Q Q61/2 I N INFORMATION I N J I O Z a o N I w a MAILco I N I 0 2"x10" ROOF RAFTERS 2"x10" ROOF RAFTERS m W 2 @ 16" O.C. @ 16" O.C. 2 w A-301 A-301 I 2"x10" ROOF RAFTERS 2"x10" ROOF RAFTERS I a- @ @ 16" O.C. 7 @ 16" O.C. w I I � _ = 4"x4" WOOD I a POST, TYP. 31/2"x117/8" ARALAM I - - � F SNAP-CLAD METAL NEW SNAP-CLAD METAL ROOFING SYSTEM BY ROOFING SYSTEM BY PAC-CLAD OR PAC-CLAD OR APPROVED —t APPROVED EQUAL. EQUAL. COLOR TO BE W, COLOR TO BE SELECTED BY OWNER OVER SELECTED BY OWNER EQ. 3'-1" EQ. NEW 30# FELT O +/-20'-1�4" OVER EXISTING W Q PLYWOOD SHEATHING I I U Z a OVER RAFTERS 1– t –r TQwcl w 1 � ¢ z � O U A-301 a o z Q s=C oa Z h 3 z cn SECOND FLOOR CONSTRUCTION PLAN ROOF PLAN w SCALE: 1/4"=l'-O" SCALE: 1/4"=T-0" o H o °z M w u 3 0 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. pF NEw y p, r � , W FESSlONP TYP. ROOF CONSTRUCTION: jt- 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD ° SHEATHING OVER RAFTERS TYP. ROOF CONSTRUCTION: LINE OF ROOF BEYOND __ _- 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 12 12 _ - l - -- DE PLYWOOD 6 1/2 Q 6 1/2 - -- - - 30# FELT OVER 5/8" EXT GRA CEDAR BOARD AND BATTEN - - -= I OVER- - - -- - SHEATHING OV RAFTERS w .-LL - STEP FLASHING - - - -- ---- - ----- - -- -, I ! III -------- - ---- -- - - -- NEW SNAP-CLAD METAL td H NEW SNAP-CLAD METAL ROOFING -- --__--- ------ --_ _ - - _- ROOFING SYSTEM BY ll CLAD OR D h-•-1 SYSTEM BY PAC- l J` -- I O I J - �- 111-_ _=- -___--- --- ---- PAC-CLAD OR APPROVED APPROVED EQUAL. COLOR TO BE F O ❑ - - - -- -- ----- I _ EQUAL. COLOR TO BE --- -- _ SELECTED BY OWNER OVER W APP SELECTED BY OWNER OVER NEW 36" H GUARDRAII J 0,0 1 I NEW 30# FELT OVER EXISTING I30# FELT OVER EXISTING co PLYWOOD SHEATHING OVER 1 I � I I PLYWOOD SHEATHING OVER RAFTERSRAFTERS I ! - W. � W Li 1 J J I i_ Il_ - I \./ N ! I 1 N + T- SECOND FLOOR I -. - o I l + SECOND FLOOR - - -- - it - _ F� I � ' .. �-,� ---, 1 --- -- ---� -1-� , .--- -' - ' -1 i -- � i M - - ISI I + TYP. NEW EXTERIOR WALL CONSTR.: 1 i - _ � - - - -, -�- 1 - - - I NEW CEDAR SIDING, OVER -1 -� i ! L I �_� 1-�- -� - M I ' I I I I I I �' � I L� I I � I I I I � � i 1 1 I , I I � I � HOUSEWRAP ON 1/2 CDX EXT. �t O 1-� --- �,! ' O . �_; I I-1 L{ -��-i_l !-1! -I I -- I � I I II o GRADE PLYWOOD SHEATHING ONL 36" H. HAINDRAIL - -- -�--�i 1 --1 ! � � 1--.!1 -_I 2"x4" WOOD STUDS 16 O.C. w/ I I I I �- - 00 - - - II I II R-19 SPRAY FOAM INSUL. ON 1/2 -I I I _I -� } 1 _J -- + GYP. BD. l + SII I 1 ; -I _- l_ - �1_�-L. 1- Ul- 1-1 �� 1-H 1 I T Ll _ U I _]l d t-UL], U L] 1-JA ILL! I �J_ 1L. �_, �- F I - 1 - 1 a FIRST FLOOR �)-- -�.i -- -� 11 �I --�-J -��. -L-� -lam_ LI -I -� � I w O wa � w w 0 U N Q H TYP. NEW EXTERIOR WALL CONSTR.: NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. 1.4 GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS @ 16" O.C. w/ H FRONT ELEVATION SIDE ELEVATION R-19 SPRAY FOAM INSUL. ON 1/2" z SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" GYP. BD. Q O a TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON w 30# FELT OVER 5/8" EXT. GRADE PLYWOOD Q SHEATHING OVER RAFTERS TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH.ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD 1_ t SHEATHING OVER RAFTERS TYP. NEW EXTERIOR WALL CONSTR.: J-�� _ NEW CEDAR SIDING, OVER -L --� -I 1 HOUSEWRAP ON 1/2" CDX EXT. ----- -- -- ---- - --- - ----- - - - I i (- GRADE PLYWOOD SHEATHING ON - - - - -- - _ II II — 1 l 11 -�1 2"x4" WOOD STUDS @ 16" O.C. w/ - - - - --_- SOF NEW TYP. ROOF CONSTRUCTION: 20 YR. DIM. ARCH. ASPHALT SHINGLE ON 30# FELT OVER 5/8" EXT. GRADE PLYWOOD CONT. RIDGE VENT > �� SHEATHING OVER RAFTERS W/6" SPRAY (2)2X8 COLLAR TIES AT 48" INSULATION (R-42), PROVIDE 1" MIN AIRSPACE O.C., 4 M V tLu <tt TYP. NEW EXTERIOR WALL CONSTR.: NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD (2)2X8 COLLAR TIES AT 48" "� 16" FESSIONP SHEATHING ON 2x4 WOOD STUDS @ O.C., O.C. w/ R-19 SPRAY FOAM INSUL. ON 1/2" GYP. BD. 4"X6"WOOD POST FROM FLASHING RIDGE BEYOND 2"X6" 'TREX' DECKING .`n" fy. 3 1/2"X16" PARALAM NEW SNAP-CLAD METAL ROOFING SYSTEM *; $ 36" H. GUARDRAIL o o BY PAC-CLAD OR APPROVED EQUAL. COLOR SECOND FLOOR CONSTRUCTION TO BE SELECTED BY OWNER OVER NEW 30# 3/4" CDX T&G APA RATED PLYWOOD OD FELT OVER EXISTING PLYWOOD SHEATHING SUBFLOOR GLUED AND NAILED TO 36" H. GUARDRAIL OVER RAFTERS W/ R-30 BATT INSULATION a _ - FLOOR JOISTS (SIZE AND SPACING SHOWN ON PLANS) @16" O.C. END JOISTS MUST BE SECOND FLOOR PRESSURE TREATED WHEN __ 9'-1 CANTILEVERED - PROVIDE WOOD BLOCKING - C° FIRST FLOOR CONSTRUCTION ^ w BETWEEN FLOOR JOISTS AT Q r • 3/4" CDX T&G APA RATED PLYWOOD CANTILEVER I 3 1/2"X11 7/8" PARALAM INSTALL NEW 1/2" GYP. BD AT CEILI., w w SUBFLOOR GLUED AND NAILED TO FLOOR JOISTS (SIZE AND SPACING - INSTALL NEW R-30 BATT INSULATION SHOWN ON PLANS) @16" O.C. w/ R-30 BATHROOM #1 bo o STORAGE I LIVING ROOM �--+ BATT INSULATION l LEVEL EXISTING FLOOR TO MATCH 2"X6" 'TREX' DECKING FLOOR AT LIVING ROOM (2) 2x10 h--1 N M FIRST FLOOR 0'-0" GRADE H 2 2x12 — ( ) _ INSTALL NEW R-30 BATT INSULATION AT BASEMENT SLAB CONSTRUCTION: EXISTING FLOOR JOISTS. �o 4x4 ACQ POSTS ch 4 4000 PSI.POURED CONC. ANCHORED 6 MISLAB. POLY. VAPOR BARRIER ON 6X6-1 0/10 WWF. R ~ � 10" DIA. CONC. PIERS ON 6" CRUSHED STONE H Z Q w TO FTGS @ 36" MIN. . COMPACTED FILL W BELOW GRADE - O o W W �..� U 8" POURED CONC. 2x12 ACQ LEDGER BOLTED TO FOUNDATION WALL W/#5 HOUSE W/ 1/2"x3 1/2" EPDXY COATED RE BAR @16" O.C. VERT. #4 cn BOLTS STAGGERED @ 12"O.C. REBAR @16" O.C. VERT., 3500 INSTALL 1" R-5 RIGID INSULATION AT PSI CONCRETE MIN. ON A H 4'-0" BELOW GRADE 1'-8"W. X 8" D. P.C. FOOTING w SECTION SCALE: 1/4"=1'-0" ' o W rn � 3 1/2"X14" PARALLAM 3 1/2"X14" PARALLAM Q CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: U) CONT. RIDGE VENT 20 YR. DIM. ARCH. ASPHALT SHINGLE �- ON 30# FELT OVER 5/8" EXT. GRADE w 12 (2)2X8 COLLAR TIES AT 48" PLYWOOD SHEATHING OVER RAFTERS 3 1/2"X14" PARALLAM 6 1/2 O.C., 12 W/6" SPRAY INSULATION (R-42), O CONT. RIDGE VENT TYP. ROOF CONSTRUCTION: 6 1/2 Ll� PROVIDE 1" MIN. AIRSPACE U Z (2)2X8 COLLAR TIES AT 48" 20 YR. DIM. ARCH. ASPHALT w O O.C., SHINGLE ON 30# FELT OVER (2)2X8 COLLAR TIES AT 48" O.C., 0 a 12 5/8" EXT. GRADE PLYWOOD SECOND FLOOR CONSTRUCTION 6 1/2 TYP. NEW EXTERIOR WALL CONSTR.: O U 3/4" CDX T&G APA RATED PLYWOOD TYP. ROOF CONSTRUCTION: SHEATHING OVER RAFTERS o W NEW CEDAR SIDING, OVER HOUSEWRAP ON 1/2" SUBFLOOR GLUED AND NAILED TO 20 YR. DIM. ARCH. ASPHALT W/6" SPRAY INSULATION CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4" m Q FLOOR JOISTS (SIZE AND SPACING SHINGLE ON 30# FELT OVER 1 (R-42) PROVIDE 1 MIN. WOOD STUDS @ 16" O.C. w/ R-19 SPRAY FOAM w SHOWN ON PLANS) @16" O.C. 5/8" EXT. GRADE PLYWOOD AIRSPACE IL INSUL. ON 1/2" GYP. BD. SHEATHING OVER RAFTERS 36" H. GUARDRAIL o 1,-0„ w W/6" SPRAY INSULATION o 0SECOND FLOOR CONSTRUCTION (R-42), PROVIDE 1" MIN. TYP. NEW EXTERIOR WALL CONSTR.: 00 o 3/4" CDX T&G APA RATED PLYWOOD AIRSPACE i� SUBFLOOR GLUED AND NAILED O NEW CEDAR SIDING, OVER H. GUARDRAIL FLOOR JOISTS (SIZE AND SPACING a 36 HOUSEWRAP ON 1/2" CDX EXT. SHOWN ON PLANS) @16"O.C. GRADE PLYWOOD SHEATHING SECOND FLOOR TYP. NEW EXTERIOR WALL SECOND FLOOR ON 2"x4" WOOD STUDS @ 16" SECOND FLOOR 9'-1" CONSTR.: 9'-1" I IO.C. w/ R-19 SPRAY FOAM 9._1.. NEW CEDAR SIDING, OVER INSUL. ON 1/2" GYP. BD. T HOUSEWRAP ON 1/2" CDX EXT. GRADE PLYWOOD SHEATHING ON 2"x4"WOOD STUDS @ 16" O.C. w/R-19 SPRAY FOAM _ FIRST FLOOR CONSTRUCTION INSUL. ON 1/2" GYP. BD. q 3/4" CDX T&G APA RATED PLYWOOD W °O SUBFLOOR GLUED AND NAILED TO U Z FLOOR JOISTS (SIZE AND SPACING SHOWN ON PLANS) @16" O.C. w/ R-30 W BATT INSULATION Q z cl M �a U ;7 FIRST FLOOR FIRST FLOOR FIRST FLOOR a �- W � z INSTALL 1" R-5 RIGID INSULATION AT 4' 8" DE :. ►►►""""111 �, � c� � e O THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY SECTION SECTION SECTION OF THE ENGINEER. 3 ALTERATION OR ADDITION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. OV- N ` U OF SP .10 �antExn 6nsc €pan -corrotin� 3; 1 PESSIiO c CD action pI Etd -0_�nspectl n/plea R-ev4. � SNI � to,men IAssurripports value I � tea~ 342.1, r T� Iii 403.7 [PR212 € ;a Compliance: 5.1%Better Than Lode Max4n7urn UA: 214 our UA: 203 MaxiMUn,SHGC: 0.40 EYow..SHGC. 0.28 n � k � ry �C T � Q H I � 2 3 fY H w o W w Cl E� _ E � ' Complies? ,�. . « @I 9 aI€kalrE €. P� z � � � E£�� f� E[ 11aapB �t n r Fr ,rarRa IAn Irs � _an rp�! �? Y1tin� hA S1aipa . ,. EI. �Insulation �E � �Uaicnue Value< Re .10, @'rE.:� ......,...,..., 0 r Re 4D , I z uj O �r U \A Sa �� W Ez A a - �giti� 0 w 402,23 COO {3 [FIZZ w E Z tVv � a �v m 37 Y $ .. \ \c• \\j�• � E n k \ \ #4 c� 40 \'1411 M"' s 403.3.3.5 F S. [FR15]3 yy W� x`# [FR17]2 __ W LZ a-z V1 d W QZ a, U 01 403.5.3: �� O_ z G32� FR18 z [F13I? 'r �s�� \ 0 � U 403.6 --i ,{z'y s'k \u\\a•. �S•w,. s"`?a,� E �a ,�,aa. LU W ti 2 3 2 31 2 3 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. SOF NEw � O C:> a ei�tt lftp ., ., I�t1rlflcr6 �a�lf�e Icera poen tresl#�s � trs Final Itet.r .PI , r11� . Crr �teats J ss�ss�, pt- value ue i X1i q Ill i1 . € r \ \ • \ \ Cat5@461.3 om hes Regw€ement w€II be met.Com liance cert€ficate posted, tF1251 ,❑Does Not 03.61 t _. q3GtL r t x ❑Not Observable \, o y s a \ <<; ..,<, i �\ ❑ t A licable A z No p Ez 303.3 Manufacturer manuals for ❑Complies 10N4 t� s, [Fll8f� mechanical and water heating ❑Does Not systems have been provided. \ \ ❑Not Observable \. IIIUIII, p El Not Applicable P a fir, �•,. --------- 403,5.1,1 sa- CD g � 1 • W r 4031,152 i\ET` , P• \\Y? MSI y Qq j igfi yea \ \ MINI, RX r\v \ \a E a r W r w � M ;y E 404.1.1 . o W [F12313 � U NCH 2 3 2 3 W O W r � B Z W O U Z F- 0 W J Cn � W W [1. W OY a ' IL CIA U � w w ox 0 z z N w 3 0 o ¢ W �11 w 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. < OF NEVV}- G. ,� a T vio 0 R Y A] IT] ON -A-N- 1 �/ C> tau 19 �p'�1 o � FESS0O 1 GO IN T E ILZI OILZ Al I E IZATI ON S / pP PREP �O CD \,O\ +_ PROPOSED 2ND ' p�.- FLOOR BALCONY 1 1/2 STORYIN I VA I ` FRAME / �+ PROPOSE N� DECIZ,. �� GARAGE/ 6 P vO O PROPOSED 250 S.F. (125 SF PER FLOOR) 2 STORY ADDITION PROPOSED 240 SF 2ND w STORY ADDITION a z .p 0 ^ ►--� 'li 90 E,� �A2 N d' S-UFIFOLK CO y M Simpson Strong-Tie H2A �o List of Drawings: ROOF FRAMING DOUBLE TOP PLATE— T-100 COVER / PLOT PLAN CRIPP E STU S � O Q W T-101 NOTESJACK AND KING STUDS TO BE STRAPPED t�I o W W T-102 NOTES WITH 1 1/4" 20 GA. GALV STRAPPING. 12" HEADER-WIDTH VARIES I v U N Q MIN. ON STUD FULL BEARING ON HEADER T-103 NOTES PLOT PLAN A-101 FIRST FLOOR REMOVAL PLAN AND PLUMBING ® SCALE: 1"=30.0' RISER DIAGRAM HEADER STUD FULL LENGTH WALL STUD � A-102 LOWER LEVEL AND FIRST FLOOR NOTE:UPLIFT CONNECTION IS REQUIRED AT EACH o z CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF ® o ° 1 1/4" 20 GA. GALV STRAPPING HEADER STUDS IN ADDITION TO A-103 SECOND FLOOR AND ROOF CONSTRUCTION PLAN 12" MIN. ON STUD NO UPLIFT CONNECTORS AT WALL, STUDS, AND AT TOP A-201 EXTERIOR ELEVATIONS CONNECTOR REQ RED AND BOTTOM OF CRIPPLES ® W A-301 . BUILDING SECTIONS Q EN-101 ENERGY CODE COMPLIANCE - POST TO GIRDER JOIST HANGER FOR EN-102 ENERGY CODE COMPLIANCE SIMPSON STRONG-TIE (CC) 2 X INSTALLATION CC INSTALL @1611 O.C. Abrediations: TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS A.F.F. ABOVE FINISHED FLOOR z 0 NOTE: CFM CUBIC FEET PER MINUTE pHA RIDGE CLIPS (LSTA18): C.I. CAST IRON ALLOWABLE ASD TENSION LOADSCMU CONCRETE MASONRY UNIT U FI C.O. CLEAN OUT - 1160 LBS. USE FOURTEEN (14) IOD COL. COLUMN Q NAILS OA OVERALL o CONC.CONCRETE OC ON CENTER CL CENTER LINE OD OUTSIDE DIAMETER Simpson Strong-Tie OPNG OPENING ° HD7B DL DEAD LOAD OZ OUNCE ° o 0 o DN DOWN ° ° U oDR DOOR D� PSF POUNDS PER SQUARE FOOT DBL DOUBLE PSI POUNDS PER SQUARE INCH u o DWG.DRAWING PVC POLYVINYL CHLORIDE %, Q, o ° DWR DRAWER PC PIECE 0 °..° PERP PERPENDICULAR ° ° ° . ° ° EHCI EXTRA HEAVY CAST IRON PIL PILASTER Simpson Strong-Tie ° . EL. ELEVATION PL PLATE LSTA18 ° ° o ELEC. ELECTICAL,ELECTRIC P/L PROPERTY LINE Simpson Strong-Tie ° EXP. JT.EXPANSION JOINT PLAS PLASTER RIDGE STRAP TIE HCP EXT. EXTERIOR, EXTERNAL PLYWD PLYWOOD STUD TO PLATE 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 W 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 u z HCP2- 2X MEMBER SIZE FIN. FINISH PT POINT HCP4- 4X MEMBER SIZE FXTR.FIXTURE PTN PARTITION W FL. FLOOR QTY QUANTITY Q NOTE: FLUOR. LBS FDNOFOUNDOA ON NT R RISER LATERAL: F1 - 130 LBS FT. FOOT,FEET RA RETURN AIR r z LATERAL: F2 - 55 LBS 1" STANDOFF FTG. FOOTING RAD RADIUS U o z ® REQ'D. REQUIRED o 3" MINIMUM ° SATISFIES CODE REV REVERSE REVISION Q 3 W SIDECOVER ® REQUIREMENTS GL GLASS CONTRACTOR o a O Q RH RIGHT HAND RO ROUGH OPENING �, w Q U G.W.B. GYPSUM BOARD ROW RIGHT OF WAY REINF. REINFORCE,REINFORCING j H/C HANDICAPPED w LFTA HD. WD. HARDWOOD A35F HM HOLLOW METAL SECT SECTION I HVAC HEATING/VENTILATING/ MOD. SPECIFICATION o o z I-- AIR CONDITIONING o z TBD To be Determined i Simpson Strong-TieT&G TONGUE AND GROOVE LB w w 3 0 POUND o ' TWO LTB40 LL LIVE LOAD TYP.TYPICAL o a Q F H2A Simpson Strong-Tie UL Underwriter's Laboratory LT. LIGHT 11 H2A VIF VERIFY IN FIELD L.LENGTH/LONG THESE PLANS ARE AN RAFTER TO DOUBLE TOP PLATE PROVIDE FOURTEEN MIN.MINIMUM W/WITH ' INSTRUM'ENT OF SERVICE AND ALL VALLEY CONNECTIONS (14) lOD NAILS MISC.MISCELLANEOUS we WATER cl.osET ANo THE ENPROPERTY JOIST TO JOIST POST TO CONC. FOOTING WD WOOD TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT ALTERATION OR ADDITION SIMPSON STRONG-TIE (H2A) SIMPSON STRONG-TIE (LTB40) SIMPSON STRONG-TIE NO NUMBER W/O WITHOUT TO THESE PLANS IS A H2A INSTALL 16" O.C. SIMPSON STRONG-TIE (MTS 16, A35F, LSTA 4BP) MINAL WWF WELDED WIRE FABRIC VIOLATION OF SECTION @ INSTALL AS SHOWN CBSQ44 USE BOTH MTS 16 AND A35F INSTALL @ 16' O.C. NTOS OOT TO SCALE S7209 TATE EDUCATION LAW. ORK General Requirem nts of the Residential Code of New York State Table 310 rtc�tnf Sheathinif, Attachment Requirements for Wind Leads - oF NEw T ble 3.4A Raf ter and/or Ceiling Joist to Top riate�feicrm Expos"ro V *�able 3.2.3A WAU E1440.1thlrig RatitilrelMOnts for W!,nd, Lerdls - Expasil-;W-F The below listed Chapters, Sections or Appendixes are only part of the 2015 INTERNATIONAL Requirements - Exposuro G, RESIDENTIAL CODE. Please refer to the 2015 INTERNATIONAL RESIDENTIAL CODE for (Prescrjp�ive Alternative to Tablo 3.4) T�- Thn=Secorld V`nd Sr,%�M(',-I ....... ---------- I�10 146 156 3( qt�i 011,111 �l(J) Iff) I I lit 1 i51 I 'I any Chapters, Section, Appendixes or Exceptions, in whole or in part, that are not Noted. = I I I pwd tirt, Thri,c S'ceond Gaiq WiM S�,VA 4Mpb, S, IN 120 l4tl 150 0 I I STRUCTT'R AL'TTFATHING 110 LZOT 1�.fl I�11 l F F F I F p T_�_T_r_r_U_T_T77_1_T Unless otherwise expressly stated the words, terms, tables and figures listed within these construction N.on'lQtir 4109"1 Commvn N:iil,,(it I it'd Riti�,Nilt,' AVOOD SJ*RU(-rI`PNAI,PAN'rIll, Oorig d'Uncniior swds� Rqaircd in Fatzh R.itfier andior CSfing torop P'ate,connfl�1110tt i1a 0n6es,ozl M,�,kimuvn NtJlSp&it,Iz 1'er SA Cotinwmi Nail,,at 10d I�Iox Na notes can be found within the Residential Code of New York State - 2015. Mi= Swd Spacing 2 2 3 .1 1 1 6 121 6 1-1 6 '2 ' '2 12 12 6 1 112 nchts,ox.) 10 2 2 2 3 A t; 12 tliL 1., 6 12 6 12 =7--=77 6 12 6 12 6 12 3 3 4 11 6 1 0 2 6 1 3 2 6 12 6 12 6 CHAPTER 3 - BUILDING PLANNING 1 2' J� U", 4 4 6 1 111 12 ft 12 6 12 6 1 1 6 6 6 1 It 61 12 6 121 6 12' 6 1 ti 6 f, 6 R, 4 4 3 Section R301 Design Criteria 24 4 WOOD STRVC ITRAL PANIFI, 4 6 12' 6 CD R301.1 Design - Building and structures, and all parts there of, shall be constructed to safely support 19,2 12� 6 6 6 6 t'I 6" 0 4' lmN. qrudo 1=t�ar�bast'd txi itti,&t1m;,11or's 71711-le T4 I,S for 1""- .......... 24 1 4 6, 4' 6' 6' e 4' 44 4' 6 6 StudSpacin� it bu-,lding hwavid in Uxposurc 11, flood oa s, snow loads, wind loads and seismic %Vhenceilinit s a7iI i rW IM el to tafte rs,thc, in of the to�na;1 q it�the ralf", a nd cei ling,ji�iq sha l N,"s I ar C-'r ced 0,i,� GiNclt�ewal !`�tkzi�kt,Rikti%TnN��k,`U�*,oal r-,11P _4 4 41 4' all loads, including dead loads, live loads, roof loads, ilk Minimurn Ilawc? T 0,114,rn P, I loads as prescribed by the 2015 INTERNATIONAL RESIDENTIAL CODE. A�I ttr R4 �,A�P"A"Ovk�dt 6 1, 6 J 6' '5 "A t"t,plate �11 T To tavk�iid�,tplitzing,no rafirt,ih�m 2 t�,onaibtt Nhall be inmal��d in ea6 sidc rif a Tnq,�r or ccit-iwi iI�i�,, fti;!Cnti it,,a Jt, T 1 , 1 3 ur-1 t"ei'lik in tir�wlt Side 10 a 2k,�,tiVp plal,�, Yll aiIt S`J,,,,,�3riii TABLE 11301�2(1) Nr Support 7I^m CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2 -rURJFCT TO DAMAGE FnOM ICE SHIELD U Ix 1 S h 3 WINTER _,_,----------- Table 3.40 Uplift Strzvp Colmectfinn Requlrcmcntr, - 11INposuro, V SEISMIC UNDEn- (Roof-to-Zlellt Winfl-to-VIVaIll, and We,41-to-Found&tion) 0ROLINn&WiND 1 SNOWLOAD� DESIGN Fnsl DESIGN LAYMENT FLOOD AIR rRFE'ZING CFJJ.Ut,05J(,T'TRI,',I�IWARD SITFATITING. D DRY,M!initheflng, Termltnr 1 DpcaO TRIP' REOUTRE& HAZAPOS" I N n EXi ............ (Prescriptive Alternativ(-,%to Table 3.4) d.:',ver�icn lero.sq S"liki') I- '�Zil 20# Severe Mod/ i SI 130 F Yes N/A_ I ---------.......................... .......... Swd Sricing ----------- ------- --C. #_'-',n Criteria - Residential Construction within Nassau & Suffolk Counties must be -act Loa Roo 1 psf Foi iI,J 4 fet�i in,�,AiiIN 4""N'l,m,e�wh side t:,rf1-,e mz,fIT',1k,�he I 3M,,chment 61\ 2 R301.2.1.1 Desig Dt MA slnmpflow�. f Ceiling Aizs,��rnhly 0L designed in accordance with the "American Forest and Paper Association (AF&PA) Wood Frame I'inv)o c niil to rt&�Cttniss l�z,,,,Lt,,,if�,,��,,,�,�,4�et,�ui�h Gi:10 40 For wiffi 0.47<C,<0 4,1,ther"I'll _Mren second Gwzt Wind 85 90 01 110 1-,(1 3k, 4 7�1 2 ,4o Rnnexid Onph) L I'—.. I I I, L_ EG: I=10 �_-,4( Construction Manual for One and Two Family Dwellings (WFCM) - 2001 ti nai? 'ti a��tttilr,t�Iltil�liin%, tzt,mdfierinu\,,,�frttmiw,ritinrbrr;m�h G>0,49, F(��frarning inem, wi-,h 042<G<0,49,thenail R,otnf'Span� Number of M, Cor-nnirin,NmN;or I(Q 1lokN,,TaI k N" to 4 ml hti("t, -,ru-,�nitnng, w��b 0 OAI�_ vor fttaning ritTnl'i'm Wn%042 K G,�0,19,11w 113:1 Framing 4 p,Spacing(in.) ia IiIach Endof I-P,"'x�_O Iitagpti Szritp P '1-,t!:b", Sf IF'kTHIN,f"; ---------- k1i""'Ovon or innt, ID 3 Table 3.1 Nailing Schedule Stui�Sqak,int� N I i r,in, n,[1(x!rd Th c k n i,- i n') 3 3 (inches.o.(:I) Numberof Number of 20 1 1 2 2 3 Joint Description Common Nails Box Nails Nail Spacing 12 24 1 1 2 3 4 -1 'k 2 Tvhble 2111 VVMl rhf--�Ahlng and Cladding Attacilh,ment Req!6raments for Wi;,-d- R000 FRAAUM;', 21" U Leves, - r Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter 3 21, 1 1 2 3 1 4 81 51 IX 5�F 5/8 3!4 3`4 Ceiling Joist to Top Mite (Toe-nailed) (see Table 3AA) (see Table 3.4A) perjoist 36 1 2 2 3 3 4 5 ........ �7, Ceiling Joist to Parallel Railer (race-nailed) (see Table 3.9A) (see Table 3.9A) each lap W . > Ceiling Joist Laps Over Partition-, (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Tivee Seexnd Collar Tie to Rafter (Face-rililed) (see Table 3.6A) (see Table 3.6A) per tie FT! EEI -nailc4) 2-8d 2-10d each end Blocking to Rafter(Toe 2-16d 20 2 4 Tz.h I a 3.2 1 Top Platct Splico, P0qtilvernontos f -r ''Int Ex(Postrrc B C, C Rim Board to Railer(Frid-nailed) 3-16d each end 4 'C 16 24 1 2 2 3 3 4 5 6 e.Ill 5, �D J, TOP Plate to Top Plate (Face-nailed) 2-16d' 2-16d' per foot 1 2 2 4 5 5 Top Plates at Intersections (Face-nailed) 4-16d 5_16d joints-each side 1 2 2 7 SpIvc Stud to Stud (Face-nailed) 2-16d 2-16d 24"o�c� i 0 o c') r for Rd conmi'Or, or I(t,`�R��,i Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 16 2 2 3 4 4 6 . ........... Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per Stud 4 1 6 i2l 12 IS 12 <; 2 12 1 2 2 4 4 12 f, 12 6 12 6 12 6 2 Bottom Plate to Floorjoist,Bandjoist,Endjoist or 2-16d';' 2-16d',' per foot 2 3 4 4 5 6 12 Blocking (Face-nailed) 6 �2 61 6 12 6 U CA 19�2 2 4 1 2 2 1 4 5 MOOR MAINUNG,,,:, E,it 'r�, 0 2 8 2 - 3 3 4 5 6 S, El Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 4-10d perjoist 3�2 2 2 4 5 (1 7 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 3 6 2 11 4 5 7 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block BOARD SITEATHINK3 or LAP SMNG 0, 12 1 2 -1 3 4 5 5 Raftt.,Irrtl�S Spa,Ing, -ther of,,d CD Ledger Strip to Beam(Face-nailed) 3-16d 4-16d eachjoist Nfinnintin Non Mmon-Nai k or I Od Rox Nidis ,it Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist 116 4 5 6 N'r Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist 210 2 2 3 3 4 S 7 1�t'� Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot _vtziog I I r-".%p" F"', Z", , rti�� om:!tv w 1 3 4 5 6 12-24 lROOFSHEATHING 24 24 2 E:7 5 7 R, 2 3 4 Structural Panels Ild 10d (secTableT_10) Diagonal Board Sheathing 32 2 3 5 61 7 9 tt,�, "I it qpac irg at int t�,i n�diatt�sup, dw p�vlel flieldfim) l"x6,,or Vx8*, 2-8d -10d 2 C) 3-8d 3-10d C14 2 per support VxlVorwider per support 36 .............. .......... PrrcrirthNe lirnili ar,�bo,�M on a,\.-minpitiowl in Tabk,,3.4, __L, 7 CEILING SHEATIMG' Tabtulatckl uplift conn,-Ction requirenwnts 4-�Il rne i bmldmg in T60�,, 12 in,-,li 0,c�raii g To p P la,t e S-p 11 c R e u,i o ins n n tvs- f o r VkJ in Gypsum Wallboard 7"edge/10"field �i,0 in "� 6r, s d XPO 7_5d coolers 5d coolers T�Ibulattd uplift cornk�cfion tequirernenv\ a T04A'ard c6lin, -vi<emirly dea,!load of 9 p,,fl(l 6,ON 15,ptfr-9 pst", I E. 'R & C 01he,,,r Crses -re" P% \,ot��I,'Iritidht,%rmj��$hall b -il ng aw�s,=bly is not pmmnt Or if the ceiEVT as\�!'nbly is not conrinctictl to t1te roafass,'TrINY�the nmlni�,�r ii�f sl',Z01 Structural Panels 8d 10d (see Table 3.11) for cm 'nim n,� bt�ncI�tnvicd by I riail at tach end of ilte T biliMi1w It\-ittli'd it,FNpt�urr r), Fiberboard Panels z 7/16" 6d' 3"edge/6"field 'Minitnutin Al�,711%1 A465.1 25/32" $d' 3"edge/6"field Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field Table, 3.GA Ridge, Tension Strop Connection requirernents for V.11rd - Ex�pmsiire 6 0 2,12A Roc".1 Stnteath-Infef, RC Z Hardboard 8d 8d (see Table 3.11) qmlrernonts for Wind Loads - Exposure B Particleboard Panels 8d 8d (see manufacturer) (Prescriptive Alternative to Table 3,6) Q ED EL Diagonal Board Sheathing ................. 5 w (rIni P* 150 I"x6"or I'xg" 2-8d 2-10d per support L-L- 0 VxIO"orwider 3-8d 3-10d per support Dead Load Aisufnpthins-� Ronf LY.z W, U 7 -FLOOR SHFATHiNG`:, S*fRIJ 1URALSHEATHING 'I tiree 1�\e-ccnid 61i�t%Vitzd S-pi�,t�,d 9t, p 110 1 130 Structural Panels f ('or� dirnti�,ion icross 3 Or rr��Itre Vorless 8d 10d 6"edge 12"field Pi-ch greater than V 10d l6d 6"edge/6"field ("'i') hfin�znluni Pancl llliclmi:�,I,(in,,) W Diagonal Board Shealhing 1 2 3 4 Vx6"or I*x8" 2-8d 2-10d per support 318 > 4 5 3�3 3-8d 3-10d per support W l"x10"orwider El N', 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 20 2 2 3 4 1 4 5 61 31S .1111? 3 24 V$ T'I 6 panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear 1 3 3 4 1 5 - 3 N plates,shall be used to maintain the load path. I h 1 '7!16 7�1 0;32 > 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. 2,9 3 4 1 24 1"1 '311k 3 S "1" 6 1!:12 z 3�1 ,a t,twt! Corrosion resistant I I gage roofing nails, 3 4 14 and 16 gage staples are permitted,check IBC for additional requirements. 4 5 6 7 P 0 A R D I I F A TI I INC'. ------ a 3 (diag across 3 or tnom Sun AMERICAN FOREST&PAPER ASSOCIATION 2 16 Z 2 4 Miniiiiiam Board ThickiamIN(in,) 4 4 5 ............. V_=_ 2 14 2 N Table 3.213 Bottom Plate to Foundation Connections (Anchor Bolts) ro sisting 5 3 4 Lateral and Shear Loads from Wind - Exp asure 0 F77 1 3�4 4 ..............-...... 3,4 1!4 v4 (Prescriptive Alternative to Table 312) 4 5 J .......... 2 Tlarct;�, Gust Wind 16 1 1 1 2 2 2 ISO Sreed(mph) 1 1 2 2 2 4 Fo4r0mitmAnOoT li,��A 1 3 U Foun0abon,surporti n_ com-1c"Son 4 5 5 3 3 1 4 4 5 6 TaMe .21.12S Maximunn roof Sheathing Spans for Roof Live and Snow Lords 1--teral and slt��at Laad", 3 4 5 7 Amhor Prlis at 32' D.C. Z .777777777' 2 2 2 < -L'_U mrtztair,� 3 -crinikelin. -arc Des ------- TTt,�i i EEI 1 1 - 1 3 E:____L=n_ � >i =Cfim V�ekfw re�,Iv aphil,laimal, ilht,�r load'i,IN-niaNimmr,anrhor boh slinc!"g,,hall rto�exceed the N,,swr oflht�iahnlat(�d 20 1 1 2 2 2 3 3k 4 n� z fLv uT�&,IoAds(TalRe Mc)ori3temal��iwshear li)adtI(Table 3 2M, FoT vdi,er Imchor NMI hrwiiiiion�we S�,,,Iion 3,2,1.,And 3,223, r L U e, 24 1 1 Z 3 4 4 0, rorir,sz r PA? 7P AS S0 C itT;(711 T�l,tt0afed an"'hor bolt,pacmg�fo�ItWrn!and Oiear hial's as,�Zlrw!n",il!�ate ibeathed in with 3AA Z, For other wall'I'mathini, Gro-and 1,now Load C4 0 z 0 t�tw,;flit,lzbll�Vod nach(,�bol�spwing,,4 Xhatt b",divitlettb),zhk� ,khrs�hmg f.wvtr in,,'Table 3 171),but in no<�,a�tc 1 2 3 4 4 Loid anchor K,h tiptwirtzt,,exceed 6 frel on cent'r, 2 2 3 3 4 5 C� 2 0 F"r direi�"wcand Vnrid�po�:ds Lmczzm�,t� pitkfr!fh�a 262 lm,lal coml�,Oivn,Ihal' 4 4 5 3 10, f �,O C wo, 1!0 Mph,wit"i a tabttttlat�d lait"'d ,aItm,f�orn Ttikk-15 t,Iit dAitt,�,rmztwd usme lkmds fi�oin Ta;Nc 1,5� < St-�,�,�thing T%;w spiticing(in.) C). z 16 1 1 1 2 2 2 in, 10 14 7�12-12�12 24 1 1 2 2 1 19,2 16 4 3 3 -1 4 �1416 16 24 24 IQ1 19.2 0 (,,'-D,0STO 14 24 2 4 1 32116 1512 4 Table 3.2C Sill or rottorn plate to Foundation Connections (Anchor I 's) 4 2 o 19.12 24 24 21 :4 2 2 4 Resistine Uplift Loads from Wind - Exposure B ...................... 24 z connt�rtion rinq�Uiremwmfs sbO!be rcrn"mca,to MJinrilic'I ls�(�,'O for ft,1,:Tg rt�m lt�t-itrd w�flzin 11�:Iet oft"I�ildun- 4 4 2 4 24 z U (Prescripthle AlteMative to Table 32) -1 24 24 24 IQI2 .............. ridge linads �ti tniik!ing I-cated in f�xr,,t",�Fe IN',� Floor Gfad", 20 o'e, 19�3,2 -14 .14 24 24 n,%C-C, - abul"ted COnn,,L�tion pcquntt�inncrtts are,bz,cd on,tzmaI Uplift minus 0 6 ol Ole roof aswirNy&,a�!load 0,6 x 10 psf)� n d rl a y n 2 24 '4 '14 2,4 24 T',irm S&,tinki Wind Nq!,�edn 110 ldbult!,�d CNII�Zxkioa rNtiimmetit�are b�t,tNl on a 12 in0i ritit!('o�,Ir for ridml m!r "4 24 Sp"ed(mTw) 12 7,18' - 24 24 Bottom Pizitti: ............................... 4',,o,c, 1 12 24 24 24 2 4 roumtilioli NUmuntam A iwh:?r PAt Srta,,,ing(in') 32' D.C. I Q,2 27-T,-::_,-�,,�-� 7�, --__-__- THESE PLANS ARE AN conno�tion Re"tistime Ridgi�Coq�rti�,Ction',P&:in� 12 I umh�r floard Sbcaoh�ii,,: INSTRUMENT OF SERVICE 1-3 sime, 49 _"q 2.1 12 1 AND ARE THE PROPERTY Urli"t t oad, V'hca I i ic wil� "Itodtim nht�,r of in i 1 i r-q wmId,in vach e tA ki f tli� i ,it 1,�1i arij hu�,IfTwitnt�--i�,an Qhcd ir\ v,i�lh or Utility OF TI IE ENGINEER. I"ib!I t�I I I tl�t r itriip,mid arRi i t it,in,\)I na il i-,n ot -ed ALTER-ATION OR ADDITION M'hu!n a col!�r tie i,un�d in hini of a ridiT�trap, num�.�of l0d connnon,nail,rjitiz-v i ir,ctich,vnd vflt�e coliIir Ce rwi.A not r., lim ts,,a-c ba�cd on a��,unipttons,in Tahle 3�1� �4 lq,� lit)1 TO THESE PLANS IS A WNm wih�tr "Itc kl�cd*v rt:�i,,it arlli;i,limmal,111A 0,ear lojls,6e tn,�intuin,at"CIII)r tolf qmi:lng,;�,all-nok th�lk-\\sCf of the�abulatk�d CXM'd tht�,td-nl�oe,l rnuplbrr of 8d cominon nails in a qecl viftap.or the rttzibcir 0"C."I likIN wiils ip cac!� nKl of k�vila rtet�d Conini,l 1,"A `,1 1 16 VIOLATION OF SECTION vakw�z fim,lip!�ii lond, 3,2C)ar lzv�Tal loads(Tiihte1 2TO, Fo,oit,�,r anzhor�(�lt tcc Sc\ctiwn 3_'�J�7 and ilic t,-&flited nunnh"o"10,4 t--,riaN in a A,,�`k s,,I-api� 7209 OF THE NEW YORK -----------__------ STATE EDUCATION LAW. 1.111,"e, 7 I d -7-1 6ure permeable are exposed to the oF New . Wood structural members supporting moistble floors or roofs that YQ 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 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 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. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior R311.5.1 Width - Stairways shall not be less than 36 inches in clear width at all points above the M L, 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 walls or concrete walls below grade except where an approved vapor retarder is applied m �., 4U permitted handrail height and below the required headroom height. Handrails shall not project more k� r-� 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. TA�iLE ��.� A below the hancrail height, including r n landings 1 I��INt1 #��CATEGORY CLASSIFICATION o�GLAZING g g t eads and Sha 1 not be less than 31.5 inches where a fi�sstoN �.. a. .. m an of 8 _.__._..___._...~..~...._~_..,..w.._.m..~.." ._..._..._.__~......._._.___......_......_._.._. __. _ Exception. Wood structural panels with a minimum thickness of 7/16 inch and a maxima span ry..~.._.:.~.._ _._..~._. __~_____._.._._._..__...____....._. __._______._ m. °.. __..__.._..___._.__ handrail is installed on one side and 27 inches where the handrails are provided on both sides. Section R320 Protection Against Termites feet shall be permitted for opening protection in one and two story buildings. Panels shall be precut I GLAZEDPAELsGLAZED rar.L F Lcs irF: R320.1 Subterranean termite control - In all of Nassau and Suffolk Counties methods of € GLAZING VIN STORF,!i REGULATED B1' REGULATED BY I AFG ULATED BY attachment hardware provided. Attachments shall be provided in EXI�C4SECt ;cLT.< =tGN GLAZING ITEM€ OF .0 CTlt?tt ITEM c _ cTlt� tT...L. , SECTION GLASS _ protection shall be by chemical soil treatment, pressure preservative treated wood in accordance with to cover the glazed openings with attach p p AREA C F ONE SIDE �� D60PS � fl3ttu"� R3.06A A,308.4 OR) PATIO TYPr,• R311._.2 Headroom The minimum headroom in all parts of the stairway shall not be less than 6 feet, P ., -€ a the OF ONE LITE � �.��,�� t �,,.��r�cry �# ��.,��r�t t��;l ICat ��vy Cuss} (twat""rs Cln��l (Cat or Clan,q, AWPA standards listed in Section 323.1, naturally termite resistant wood orphysical barriers accordance with Table R301.2.1.2. ..._ m� ._.__._._. . ____.._.. ...............................__. 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface Y tI ;, tI_�, ;:�� I 1 tiI j Il II (such as metal or plastic termite shields), or any combination of these methods. _:'.. CD TABLE , _.__..1._....______.._...____ __... _.~....... . _.___....._..._......._.._ _.~......~.~..~.. 11, ................_._..___.___..__ _ _._..a...___....._._.......__....__._._____ ___...__ .__ .......... of the landing or platform. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS €ta pounds#ser square#voTp ___..._..__..._...._..._.__.__,....__.._.�_...__.��._.___...............~_~.~_~.._____.....__...______:___.._.._.__..__......_..."~.. . USER311 LIVE LOAD � ! ' 'l' 531Riser height - The maximum riser height shall be 8.25 inches. The riser shall be measured ,Yr ~_.~...._.._._.._...______......_.__._ ........_,_..w.,.........,°.._».~.e,_,.....,.�.....w`.. ...,.~......w..... �....~_." ,:'�I�I€dt'd€i3C"sR<: 3 � e,.°. '1•'�y.f ,At, ibis taitlt Iartritcti�talr3r;r° 20 vertically between leading edges of the adjacent treads. The greatest riser height within any flight of CHAPTER 4 - FOUNDATION tics wi~......._____.____~..,.��....__...____ �_ __.....�.... it€€acid ,>rmrl;�w`... ~ _~ ~ „_ 1 - " stairs shall not exceed the smallest by more than 3/8 of an inch. Section R402 - Materials R308.4 Hazardous locations - The following shall be considered specific hazardous locations for the _...._._.... ._..40_`� purposes of glazing: R402.2 - Concrete - All Compression Strengths for Concrete Basement Walls, Foundation Walls, Extoriorhdcot e, 6 € 1. Glazing in swinging doors except jalousies. 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. .40.__._......._._______ g g g P J measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a 'Guardrails att,I itstrz ir`tiisr'' � I 2txl 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 an flight of stairs shall not --�- g g g g P Y g Section R403 - Footings il"Irtlrailsmin-fill 50 closet door assemblies. exceed the smallest by more than 3/8 inch. Winder treads shall have a minimum tread depth of 10 p R403.1 General - All exterior walls shall be supported on continuous solid concrete footings which S,Is; t r r, # 3. Glazing in storm doors. inches measured above at a point 12 inches from the side where the treads are narrower. Winder treads pp b (� TJ #3Lt6 R3€1' "'" �" a x `µ~~~ mT~ shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the W MIIPSII>c3tltx#R�t�,4F LIVE L�C4Ab IN F'i�UPi1S-FQi10E �,�,,,€,,�tjtlter t':,:n�ltrcg�in�t rpt>nr� � _ -144 �_ Pnc4LIAIE rocTcF IiC3I+tTfJP�TAL PROJECTION _.....:..._ _.._._....__ ._........__a._..�_.."~".. ......... .__...._ _.._~..__ 4. Glazing in all unframed swinging doors. shall have a minimum tread depth depth of 6 inches at any point. Within any flight of stairs the W ._. ~ .__...~_ "~_...... ....._ �t resulting loads to the soil within the limitations as determined A M �r=r 1`0011)@~~ry "`T� g ned from the character of the soil. Footings TRIBUTARY LOADED AREA IN ' ",•--" P � < 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. � SOUAREFEET FOR ANY ;,St=ain, 4t41r. shall be supported on undisturbed natural soils or engineered fill. Z STRUCTURAL&1E�1ITI;IT - -~-~ --~~" - -� 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 ROOF SLOPE ,0 to no N i-2941-w-6-0-0 Over 600 ; FoI S# I ix>t:;€c!�+ r bt i �'ti at-4i.tt$?fI�:�,'tt,'.I "'Ittare iTitch Z,tai?Inn-, --- ---�---�-- -U"- -" • "i-~~""~~"~~•~~"~�~~~~~~�-~�---~~-�-~- -~--- m-= I r€l=€kI-4 45 Nexposed 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 _ less than 6 inches. The continuous handrail required by Section R315.1 shall be located on the side R403.1.1 Minimum size - Minimum sizes for concrete footings shall be as set forth in Table R403.1 �i Iat or rtvc Ic s�t#tern ani it�b i'i'" I €R a g� + » { '4 6 7 .t, F:.rt:.S'.�'tt'�4t\XD3ri�kMC`F.:selt�<\!E1€°[4'iiS'�4':I:YS..i)t°.€.#�#1F?;"G'€#9L.'t,..{3f}F,S_.}ryt�1€4rlti ti3.<4i#i€#e.. rttr?t(i:.>4 ._...~....... ...........~..,. ... ... ~...._.._...._.. Irl€€::t t?4'€`€;a wt?--�rlfa,ara'"-€€�a:!€ r�:t. surfaces. i - -- where the tread is narrower. `._, r`pj� i'us to attic s+acc,n=e'ctitr't!te• r�goireInm t;gra Sc ties€< to"t42,4A for €'4 PONFORC">ING Id's c I irlcltz� r 2€stat t I: ,t=� r 6. Glazin in an individual fixed or operable panel adjacent to a door where the nearest vertical ed e ht,t than 12 in e,, rftmtfl:I.t if€ i� i< fft€a,: €itic�t;•tl ritira;*j tatF.int#` if�rtiatr:.It?.7#'e�rt€ .,�rtiis.a'ith«tat g P P J g T �� W l� ��I�el�i>-G�ttctitt�, � - --~-- ----�------ -�-•-'- ~-~- �:€°t��'t�,rf'tr=,.4�f'�gi€;�t�'ti"�t��;°°:€`�°�€=trtear itri€��'tr�r°a'�rrt;€>id€.11,fir,€#Fer;'; is within a 24 inch arc of the door in a closed position and whose bottom edge is less than 60 inches.................~ P R311.5.4 Landings for stairways - There shall be a floor or landing at the to and bottom of each � LIw� Tta Iti'ielalrti: ciiac:rltx'3tti:It i I.2 I? I.° t:attY•g'stita'.,ar;sksrzths:r c..mat:,ttaaa €,rratYr :a€Ii:sittttrf.a,€:aa4t,a Y g P b a 18 IN MI ENGTN .rttfi r ;rtcr trig° :€=1<=a =p t3=;F} f,.,t r,=,�:tz,:aa,# t <€t.ttr,i€ r,� t: w.g ,�a€,ir.,I. '.�€ above the floor or walking surface. ". ..___ _ __.... _..._.___._ stairway. .M reit il`ittc^^,or�'t S':tt€'a,It*`ear€'fI 4V`rtltrrl tl?:I"#aE€tt;'f€#tlrc°ttttis,i'f�r;ftrJi'C Y itit nit�,=:,,ry,°=°<ti.i�,Itse foac=:ntvd r.:t I tt €r,t;«1 11r ttil with 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 �� /"1 ✓l• d I it3t t:ik:€'ti Tte xx 11 fty:""v d 4tE}i7 tE7t. :)m otherI3't t'i:�+;1t�I is°att€i P•;�€":€:°€F€�. !"e..<; ... ... � .. .... �� 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 E-+ TABLE 8301.7 7.1 Exposed area of an individual pane greater than 9 Sq. Ft. does not swing over the stairs. T, ALLOWABLE DEFLECTION OF STRUCTURAL 1EMBE S""t ALLOWABLE 7.2 Bottom edge less than 18 inches above the floor. a �, _.....� STRUCTURAL MEMBER R""."._ I DEFLECTION 1 ! 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 ,.� I Rafters,having sI ,�>, Preater than 311�la itli no � i �, ~ � 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 v:.::. ., W w ,Itt6f°rior aa'tlt� anfl tt it;=,t, Ii,I ;� not more than 38 inches. All required handrails shall be continuous the full length of the stairs from a Q W F--� Section R309 - Garages and Carports O a t., tt i ' point directly above the top riser of a flight to a point directly above the lowest riser of the flight. REINFORCING OI G o W W 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 safe}, terminal. Handrails adjacent to a �, gAR All other strt cRIral tTarmbere , .~ IJ714 I P `J J 18INL lt,1N,LENGTH 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. NOTE`:T-I",oingthick?w,,� iw�tt't"r€€r,a;,1;>ta•ttl €�I�t,rf?r'€sr�.tGt:isa Int<r�It : ��f,f€t) P ,.__........_...__.:.:.._._.__ with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device. The r€tit,arsant fwfl€; T.in steppeit tvea,sbtt t-q d tt,e ftK'ti€(,tt,iuLt,'°s. "I arl-a' Fxtcri€)rNv',dklvilseiltladL,,=.•vfthl,rittif'I,ntslw,� ; 11,241 fheni€ttvrii€3 b"Isi:Qill slet daS�a�SInxtlequ?ttileb;tM&ir,tln!!Curt.q,,Jnrez;s _.......... _. .......___... _._ A naionliur€r of:i incht-,rf,rjr. ;tc is rtyliml annit)�i AI rcinrori.,in;hnr\': � tEm rior aa't13I` --enin€I lt:ar€dsl laid) fle�ilalc fin't�Itc,1 3.€I''tl Section 8312 - Guards ___M_ .. �_. €� 8309.2 Separation Required - The garage shall be separated from the residence and its attic area by 8312.1 Guards required - Porches b � I�rTTi':i i - I rn lett'iii if,-eixt�a I14.i,bltt. q balconies or raised floor surfaces located more than 30 inches FIGURE R403.T.5 { horizontal or vertical separations conforming to Sections R309.2.1 and R309.2.2. a, itat�airtt�,<:=.teiel€:ttl rrttt,A€ita�t<t1L�rt:t t�?tit, *t# t°tta<i<t€t r�tr,T above the floor or grade below shall have guards not less than 36 inches in height. Open sides of i°I:ttt'lir'i!`'.t'l;i''rt#jar;"I ° ``''t" `i tts`'it;rt:'t`;"t''ri ' stairs with a total rise of more than 30 inches above the floor orrade below shall have guards not b, t'rein€ilei,,er rc:rari'tp€°.l-.4,,illK tale€,:i�,tvicelheleln, ,'I�Atit�_,s:=r`tzh�vcr. R309.2.1 Vertical Separations - Where partitions are used to separate vertically an attached garage g g Section 8404 _ Foundation Walls in I.,,r at€ttltnuln�trtr,t€r<31 n,Nt,,,,era or;,"mr k ta,t'�i in ttx3ta or_will,' 9t€n- less than 34 inches in height measured vertically from the nosing of the treads. 8404.1.2 Concrete foundation walls - Concrete foundation walls shall be constructed as set forth in Tooth�€Lit ti€>rr,or stir€it*frig,ns,Ilp 01 potTiw9 w e°flge f,# ?,,,or ild�.idl from the dwelling or its attic, the partition assembly shall have a 3/4-hour fire-resistant rating. Panels the total Ioad deflection O all nftt etcmf i if Ol,For Nankl%%is F Imr k Tables R404.1.1(2), R404.1.1(3) and R404.1.1(4). rave.Iinnxifs,or-waNsr*[aualwortr,tddvio sorplkiztower�.tl.tttottrlloaeTJe- R312.2 Guard opening limitations - Required guards on open sides of stairways, raised floor areas, W fleetiov sQlall rrt?t e.xvct'I 111-10, R309.2.2 Horizontal Separations - Where horizontal construction is used to separate the garage from H f the residence or its attic such construction shall be protected with one layer of 5/8-inch thick Type-X, balconies and porches shall have intermediate rails or ornamental closures that do not allow passage Section 8303 - Light, Ventilation and Heating � P Y YP of a sphere 4 inches or more in diameter. Q All Residential Construction shall comply with this section when referencing Habitable Rooms (8% gypsum board, installed in accordance with 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 vertical 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 R��1.�.T 8312.1 Smoke alarms - Single and multiple-station smoke alarms shall be installed in the following PRESUMPTIVE LOAD-BEARING VALUES OF board or equivalent. locations. 1. In each sleeping room 2. Outside of each separate sleeping area in the immediate Ft?t1II �4TI4CaI n^ rtLs" R303.6 Stair illumination- All interior and exterior stairways shall be provided with a means to P g P P g 1 LOAD-taEAMNO i z PRESSURE illuminate the stairs including the landings treads. Exterior stairways providing access to a Section 8310 - Emergency Escape and Rescue Openings vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars _p g g Y P g i cwt:rza 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 Or MAYERIA1- basement from the outside grade level shall be provided with an artificial light source located in the _ a 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 C.rt�,talline N>(l ock _ ,t�.000 1 immediate vicinity of the bottom landing. emergency escape and rescue openings are provided the 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 storysacht„t.,ntttr`r'atrtl ffrl=;ti=I eta:"# .Itisr't g Y PP Y g J P ,....._._�...._._ ..___.._..___...w.... .................. inches above the floor. below the upper level. When more than one smoke alarm is required to be installed within an .r:~'=z`attar,"rr:'`'tc;~"in I(',1V) 3,0t Q Section R305 - Ceiling Height individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation s€its �.€"`!°`''"` 4' "n`i'4iit`'rte'``'"r€(Il grmel R305.1 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 alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible (SW,sp7 `N't SCI GNI1:nd 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 crag.`.silty cliiy.clay �r't,J), ' anal saner} gilt 1 �I1t4" 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 1171_.0.11., kIII.,r.dCH) warning q equiP provisions rovisions of NFPA 72. = xrSi: ?fxK:nttlsrrmct€.:trc�fsnaG-t}#ti`>'zt��?t,a`, rT� R310.1.2 Minimum opening height - The minimum net clear opening height shall be 24 Inches. \N'Lev,ilte,t,tire rcart'tr.clbcs"'ie'=' Section R307 - Toilet Bath and Shower Spaces itis':of dw S61,;ball ie pmt ol ttic R313.1.2 Power source - The required smoke alarms and carbon monoxide alarms shall receive their a:€t' t>t':ttirr �art�ia r,►tc Ott„=€t t.�= 1 R307.1 Space required - Fixtures shall be spaced as per Figure R307.1 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 t-t.r€11inc€Ir4 �<'ils<n:e,t;f„seri;€. F when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent Height above finished grade - oncrete and masonry foundation walls shall extend above 'A L LkiLL � `' k'.aLL ��,At.I_ the finished rade adjacent to the foundation at all points a minimum of 4 inches where mason a tri. tri. lrr. rA 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 rY � ~ --M --- �� 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 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 TB 30 IN, R404.1.7 Backfill placement - Backfill shall not be placed against the wall until the wall has _ _ Exception: The ladder or steps required b Section R310.2.1 shall be permitted to encroach a R313.4 Carbon Monoxide alarms - Carbon monoxide alarms shall be installed in the followingsufficient strength and has been anchored to the floor, or has been sufficiently braced to prevent .- P P q Y P W .,, tI� WC w�I I. maximum of 6 inches into the required dimensions of the window well. locations: 1. Within each dwelling unit on an story having a sleeping area. 2. On an story of a damage by the backfill. <1 q g Y rY g P g Y �' U CLEARANCE �"� dwelling unit where fuel fired appliances and equipment, solid burning appliances and equipment, Z 1 Section 8405 - Foundation Drainage W LAVATORIES 8310.2.1 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 g Q w 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 Q 24 IN,CLEARANCE INE- 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. W Q P > H 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 � U z � bOAIER 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. o °0 z � , L OR 111 WALL window well. 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 � 6 inches above the to of the footing and be covered with an approved filter membrane material. The '�IN, 15 r�€... shall not be located within or near the openings to gra es bathrooms or furnace rooms. P g PP �� 1 �_..,� garages, o w x O Section R311 - Means of Egress top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tilesFE_ o Z fT or perforated pipe shall be laced on a minimum of 2 inches of washed ravel or crushed rock as least R311.3 Hallways - The minimum width of a hallway shall be not less than 3 feet. Section R319 - Protection Against Decay P P P P g U one sieve size larger than the the joint opening or perforation and covered with not less than 6 inches w 8319.1 Location required - All construction within Nassau and Suffolk Counties is required install g J P g P o IN. ,, ! 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. of the same material. ..~".;I..EA'"LANCE aCit_EAREYNCEC:) ALIn. 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 N o ._ ~ 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 N H `� N Tui periphery of the building foundation. R406.1 Concrete or mason foundation dam roofin - Foundation walls that retain earth " z pp g and w 8311.4.2 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 E•-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 11 WATER c,OSt TS 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 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 OF SERVICE I"r`h t i€'`tt ,,'tr"° The floor or landing at the exit door required b Section R311.4.1 shall not be more than 1.5 inches 4. The ends of wood girders entering exterior mason or concrete walls having clearances of less AND ARE THE PROPERTY rlunE R��.�� g q Y g g �' g mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section of THE ENGINEER. 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 inches on tops, sides and ends. R406.2. Concrete walls shall be dampproofed b applying an one of the above listed dam roofin ALTERATION OR ADDITION PP Y Y PP g PLANS rs A E THSE 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 To TO THESE or SECTION than 6 inches from the ground. wall. 7209 OF THE NEW YORK STATE EDUCATION LAW. # R603.7 Structural sheathin6 Wall sheathing requirements & attachment shall conform to AF&PA R905.2.8.1 Base and ca flashing Base and ca flashing shall be installed in accordance with O NE(N Section R408 - Under-Floor Space b - g q CHAPTER 8 - ROOF-CEILING CONSTRUCTION P t' - P g �a 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 * >- . +}' ,� through foundation walls or exterior walls. The minimum net area of ventilation openings shall not Section R613 - Exterior Windows and Glass Doors be identified b d rade marl: of a lumber grading or inspection agency that has been approved b R905.2.8.2 Valley flashing - Valley flashing shall be installed in accordance with manufacturers r- af Y ` g g g P g Y PP Y - be less than 1 square foot for each 150 square feet of under-floor space area. One such ventilation R613.4 Wind-borne debris protection - Protection of exterior windows and glass doors in building an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of installation instructions before applying shingles. , = , -� w 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 �\1 �_.Tj R301.2.1.2. R905.2.9 Application - Mineral-surface roll roofing shall be installed in accordance with the Ai 19 R502 - Wood Floor Framing. All framing in these construction drawings assumed to be � ��ssloNP 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 875 psi. unless Residential Code of New York State or the Manufacturers Specifications, whichever is greater. 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 Envelope ' ,!, `1-1 CD 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 ,, Section R703 - Exterior Coverings re uired U-factor for each element in the buildin thermal envelope fenestration roof/ceiling, opaque ' . the residence. q g p ( . R703.1 General - Exterior walls shall provide the building with aweather-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 envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The g g Table N1102.1 or Table N1101.3.5 for electric resistance heat. a @::i'I� CHAPTER 5 - FLOORS plate as a tie. Ridge board shall be at least 1 inch nominal thickness and not less in depth than the :` I 1 exterior wall envelope shall be designed and constructed in such a manner as to prevent the cut end of the rafter. At all valleys hips there shall be a veil! or hi rafter not less than 2 Section R502 - Wood Floor Framing Y P Y P accumulation of water within the wall assembly by providing a water-resistive barrier behind the inch nominal thickness and not less in depth than the cut end of the rafter. Hi 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. p p Y shall be supported at the ridge by a brace bearing partition or be designed to carry and distribute than 25-percent glazing area; and any residential building in climates with HDD equal to or greater U identified by a grade marl: of a lumber grading or inspection agency that has been approved by an than 13,000; shall determine compliance using the building envelope requirements of the Energy �..� 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, Conservation Construction Code of New York State. R703.2 Weather-resistant sheathing paper - Asphalt-saturated felt free from holes and breaks, structural members that support rafters and ceiling joists, such as ridge beams hips and valleys,issued by a lumber grading or inspection agency meeting the requirements of Section R502 - Wood weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be Pp g g P Y ' Floor Framing. All framing in these construction drawings is assumed to be Douglas Fir Larch shall be designed as beams. � P4 applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or PART V - Mechanical911 No. 2 with an E value of'1,600,000 psi and an Fb 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 All Mechanical Systems, Heating and cooling equipment, Exhaust systems, Duct systems, W inches. Where joints occur, felt shall be lapped not less than 6 inches. R802.6 Bearing - The ends of each rafter or ceiling joist shall have not less than 1.5 inches or Combustion air, Chimneys and vents, Special fuel-burning equipment, Boilers/Water heaters, w W R502.6 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 systems must comply with and be bearingon 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 R703.4 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. �_- 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 Q� accordance with Table R703.4 or with other aluminum, stainless steel, zinc-coated or other specified in this section. hangers. corrosive-resistive fasteners. excess of limitations s p CHAPTER 13 - GENERAL MECHANICAL SYSTEMS Z � � REQUIREMENTS W � � � 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 W �'� ° Section M1305 - Appliance Access M solid blocking not less than 2 inches nominal in thickness; or by attachment to a header, band, or rim --Ill-._ . WEATH~N-P SIsrANT SIDI IG>�TTAC &&ENT AND MINIMUM THICKNESS _� �„ sixth of the depth of the member, shall not be longer than one-third of the depth of the member pp � � � ! _ T ciitEerrstst THt fair SAE}= .A#� A = #�£ 'r` and shall not be located in the middle one-third of the s an. The tension side of members 4 M1305.1 Appliance access for inspection, service, repair and replacement - Appliances shall be joist, or to an adjoining stud; or shall be otherwise provided with lateral support to prevent rotation. ' N I ... .. __.,....._,�...._________'__...... _" ,.....,_,___. --, t : 1111...«..............._.. .....,_.. 1111_,1111 "T' , , ! �� 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. �" NOMINAL ; SHEAT14ING Wood of vm0 f'"lloor4i'md ��.G$F'sura ' ptat,ti,.� ;}�#rf NESS'i JOINT PAPM vrLtCttira€�a„Flt shoAtttirg,into � sheatbing Into $h,,,=.tn� Si€Flet to ; titer b,"f rr s,a,,Ic ,g Thi inches of workin s ace shall be rovided in front of the control side to service an a liance. R502.7.1 Bridging - Joists exceeding a nominal 2 by 12 shall be supported laterally by solid The diameter of the holes bored or cut into members shall not exceed one-third the depth of the ' g p p pP � H Q Z StL}lra:s"RiAi'r:ff€A% (Ee,,t;trG ? S TF,„IsY'r,t,"tYT F?Y`.d°'.iE':23wt,? sltFlattrist Ahad i sited ts'xteL attttt St4td:i ' crt tas fr.£aet,t ._�.______,.___.._..,______.;_................«11 .-. ..__................._.._. ___..__.._...___.__._...__.t..._.._._..,,.,,,__,_„__ Wx.__...._......._�.. _.__..___....____,-___.___.__.w..a..._-«.__._.......-. ....__. Room heaters shall be permitted to be installed with at least an 18-inch workin ace A I �" blocking, diagonal bridging (wood or metal), or continuous 1 inch by 3 inch strip nailed across the i ,, E�;,,,:a,I ; t,I2011,10 Ei,Irii Hatt ti.I2tt N,tt member. Holes shall not be closer than 2 inches to the top or bottom of the member, or to any P g sp platform � � � M c#.aria I,* Nct Itt.'t' rte ',f€T' I :"It>f,' � r,.t i' I ,0,=<,t,,d � ? other hole located in the m h 1 shall not be required for room heaters. � bottom of Joists perpendicular to Joists at Intervals not exceeding 8 feet. ��it!,i fr (.., 1'___,..,.,.t._________1_1_.�__ _`_, _-__�"_ ` '""-""'.. ._._ -'_-'.-_''__'__�_______'_-_--1111_°'1111.-1111,-,.-,, ----_, e ember. Where the member is also notched, the hole shall not be closer Ei,tr€:<>a.§;t ii m I'l}icti, t t (,i'i t# <}, (?!.'€ i aa€ OA N ttstl ii I s{# i �+wt "a ,.:#,,t,r:I 1 <Iitt€#; tttlS 0,024 ° ,` , " I t="I,:tt 1111.. z"IY,ita, { -I,,? t,oiiit i �hl"k'i d �I,,}i it; than 2 inches to the notch. liances in ro ms - L!1 !� _,____._..,....._.___ ._.,___.., _ --_.......`.- _L__.-1111_--_.-..--__. ._ - _-6 M1305 1 2 App o Appliances installed in a compartment, alcove, basement or W a, F--� € n R502.8 Drilling and notching - Structural floor members shall not be cut, bored or notched in excess �o`rtti ,,Ir,=,,,,i, €I.Ib ItIt t {}.Ix€,t,;t{I tai«t, ; ft.iw€!r},,, £ ;,{#, I.;,, N,> ,;.,Ir? E tt iitP I : E"t�! i similar space shall be accessed by an opening or door and an unobstructed passageway measuring not Z W P� w r R 2.8. Pi iiE;rbiit,; ' �" _..._...__._3.__..m ; i,,. .___._=___.,.,.,,,._,_,.« _....__�_.___ ._________._.,,_._.«_ .2 Engineered wood products - Cuts, notches and holes bored in laminated veneer of the limitations specified in Figure 50 _w.,,. ..__.........._ _t.....__ _ _� ,.�._.m._._{.._..._____._____:.__ :_.�t€': R802 7 - i i' ' g P less than 24 inches wide and large enough to allow removal of the largest appliance in the space, . Q W t ret t ti<>f f I Z _ lumber, glue-laminated members or I joists are not permitted unless the effect of such g pp p � O � W i-4 - - --- ----`-- `- ______1_____* {t>tt;:ii t:x }E•,r. I !i=>€ _>- >>} t t<t= t' <;€£>_,1 =t>1.#tle F ,F=,c r;-B, provided that a level service space of not less than 30 inches deep and the height of the appliance, but o W ,.... ..__.t;�. a ,_._,._.__.,._Lrr 1111._._ i € _ 1111«......y `1 111_.._..____,__,__.,____....._...__._„ ,_,.__...._.._,_____,...__...,_..,,..,,.,_,,.,..._........_. ... enetrations are specifically considered In the design of the member. n i atxx ,,, ..__ - .... P P Y g U c� Q E � I» -,,,,,'_ '_„_E «,,,,,,,,,,,,,,,,,,o.-.}. 1111_ __ _._._......__...,,..,.,,..,,,,,.,.,...,.._._. _\^..._,. not less than 30 inches is present at the front or service side of the appliance with the door open. _111, am,,„,.,, 1111,.__,,,,_,,,. .t..,_____.__._1111.«..___ , � t'_J F I' TC}tit�:^ �( ^44 io-'N fc NI\ti€ E€t'a nl4aE 'tiattY rtt \c,tz.qt t ttf,.'it aril.tr ;�:,t< 4 arSi tk , Ei?"\t,;st� Ea€ <r ' ,o nit>: (..._ F„F;s!