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�o4*0 Saolyo� Town of Southold * P.O. Box 1179 c� 53095 Main Rd uxn. ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46404 Date: 08/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 775 Mill Creek Dr Southold, NY 11971 SecBlock/Lot: 135.-3-35.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/07/2022 Pursuant to which Building Permit No. 49047 and dated: 03/22/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including an unfinished basement, 2nd floor balcony, and outdoor shower to an existing single family dwelling as applied for. The certificate is issued to: Joseph Kadillak Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0209 8/5/2025 ELECTRICAL CERTIFICATE: 49047 6/27/2024 PLUMBERS CERTIFICATION: Brad Piecuch 5/13/2025 Aut ed ignature UFFot,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE N � 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#: 49047 Date: 3/22/2023 Permission is hereby granted to: Kadillak, Joseph 166-26 Powells Cove Blvd Apt 8C Whitestone, NY 11357 To: Construct additions and alterations to existing single family dwelling as applied for.. At premises located at: 775 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-35.1 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 9/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $800.00 CO-ADDITION TO DWELLING $50.00 Total: $850.00 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin -)town.southold.ny.us Southold,NY 11971-0959 �yCooUIdTN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Kadillak Address:- 775 Mill Creek Dr city:Southold st: NY zip: 11971 Building Permit#: 49047 Section: 135 Block: 3 Lot: 35.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas. GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights 3 Dryer Recpt GeS Emergency Strobe Heat Detectors Disconnect Switches 32 4'LED Exit Fixtures Sump Pump Other Equipment: W/D, Fridge, Mini Fridge, Micro, Oven, 200A Panel 42 Circuit/ 19 Used (7)115ARC (3)120ARC Notes: Two Story w/ Unfinished Basement , Service Inspector Signature: Date: June 27, 2024 S.Devlin-Cert Electrical Compliance Form gown mall Annex y+y►o� ®Gym Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 1.1971-0959 • �E (� MAY 23 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Del3Zp`it11ent I.Ovjn of Soutj)uid CERTIFICATION Date: S 13 a- 5 Building Permit No. 9 D q Owner: K ackl `0. ^� . (Please pri n t) Plumber: ,URvLj' 1 I CwCY 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. e' (Plumbers Signature) Sworn to before me this 13 day of 20 0? Notary Public, County SUSAN A:RIZZO -Noitay Public,State of New York No.01 R16183459 (Qualified in Suffolk County Commission Expires March 17,2l?$8' 4 O Y OF SOUTho� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- lvc�� �PrWh! ulV tAS � J DATE INSPECTOR SOUTyo� - - - `�"�'(J`�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION /F00UU1NDATION NDATION 1ST [ ] ROUGH PLBG. 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK Km ., oA. - oen Nr DATE �� l�y� INSPECTOR*0 (1 OF SOUIy°� L-4 9 0 I l -7 7-5 M I/ / '6 ee * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P DATE INSPECTOR OF 50(/Ty�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] F UNDATION 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 [ ]' RENTAL REM RKS: - t ff I DATE ANSPECTO �o�apF 50Ulyo� 0 L/ 7 T N O OUTHOLU B ILDING DEPT. coulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING- [ ] FRAMING-/STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION' [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: o� UA �l 1\0��L�cj Q l DATE INSPECTOR ho��OE SOUTyO� - —— —. TOWN OF SOUTHOLD BUILDING DEPT. coutm��' 631-765-1802 qotoLt:r- INSPECTION [ ] FOUNDATION 1.ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [" ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Oapolw(b W011( 12?4m�l Vvwlbeo s � coa- 61) M I4 - 61141--rvu"t, - A�-, Pin -!:�a u - N-.,- I L.,.,/ DATEr ?SOY INSPECTOR P Company Info : ..T_.� E CEUdC� 1 Name. Star Mechanical Address: P.O. Box 797 MAY 2 3 2025 Building Department Location: Cutchogue, NY, 11935 Town of Southold Phone: 631-734-6882 Air-Conditioning License f#: Client Info Building name/description: Contact name: Address: 775 Mill Creek Drive Location: Bast Marion, New York, United States Phone: Load Summary Total building area: 1,725.0 SgFt Total cooling load: 34,290.9 STUh Total cooling tonnage: 2.9 tons Total, heating load: 120050.9 STUN Total airflow: 1,661.1 CFM ACCA-Approved Manual J3 Calculations 17:35:27 05-19-2026 This software was developed by Carmel Software Corporation, It has been approved by ACCA for Manual A residential HVAC load calculations. System Checksums - Cooling Total building area (SgFt): 1j726.0 Total building volume (CuFt): 20,700.0 Total cooling sensible load (STUh): 30,971.2 Total cooling latent load (OTUh): 3,319.7 Total cooling load (STUh): 34,290.9 Total tonnage (tons): 2.9 Total cooling infiltration airflow (CFM): 30.6 Total cooling ventilation airflow (CFM): 66.2 Total airflow (CFM); 1,6+61:1 Total infiltration air changesihr (ARCH): 0.09 Sensible heat coefficient (SIC): 1.10 Latent heat coefficient (LHC): 0.63 Cooling load density (9TUh/SgFt): 19.88 Cooling airflow density (CFM/SgFt): 0.96 Cooling airflow/load (Cl M/Ton); 581.3 Cooling arealload (SgFt/Ton): 603.7 AICCA -Approved Manual J3 Calculations 17935:27 06®19-2026 This software was developed by Camel Software Corporation. It has been approved by ACCA for Manual J$ residential HV'AC load calculations. System Checksums - Heating Total building area (SgFt); Io725.0 Total building volume (CuFt): 20,700.O Total heating lead (6TUh): 12,060.9 Total airflow (CFM): 1,661.1 Total building air+changes/hr (ACH): 4.61 Sensible heat coefficient (SHC); 1.10 Latent heat coefficient (LHC); 0.66 Heating load density (6TUhjSgFt): 7.0 Heating airflow density (CFM/SgFt): 0.96 ACCA-Approved Manual J9 Calculations 17:35:27 06-19-2026 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J6 residential HVAC load calculations. System Bloch Load Breakdown - Cooling Description Value Windows and glass doors: 19,392.2 56.6% Skylights: 5,254.1 1 S.3% Wood and metal doors: 0.0 0.0% Above grade walls: 797.2 2.3% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 0.0 0.0% Floors: 0.0 0.0% Infiltration: 790.7 2.3% Internal gain: 2,920.0 6.5% Duct heat gain: 2:,312.0 6.2% Ventilation: 1,424.9 4.2% Blower heat gain: 0.0 0.0% Excursion adjustment load; 899.9 2.6% Total cooling: 34,290.9 100% ACCA-Approved Manuel J3 Calculations 17:36:27 06-19-2026 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J3 residential HVAC load calculations. System Block Load Breakdown - Heating Description Value % Windows and glass doors: 4,309.2 35.8% Skylights: 599.4 5.0% Mood and metal doors: 0.0 0.0% Above grade walls: 19474.2. 12.2% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 0.0 0.0% Floors: 0.0 0.0% Infiltration. 30213.4 26.7% Duct Feat loss: 820.1 6.8% Ventilation: 1,634.7 13.6% Not water piping load: 0.0 0.0% Winter humidification load: 0.0 0.0% Total heating: 12,050.9 100% ACCA-Approved Manual J8 Calculations 17:36:27 O6-19-2025 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Room Heating and Cooling Totals Room Name Cooling Load (STUN)Heating Load (S TUh) Airflow (CFM) Bedroom 9 NaN 0.0 NaN Bedroom Z 430.0 0.0 12.3 Bed 3 860.0 0.0 24.7 Kitchen NaN 0.0 NaN Bath 0.0 0.0 0.0 Livingroom 0.0 0.0 0.0 Bath Z 0.0 0.0 0.0 closet 0.0 0.0 0.0 Totals NaN 0.0 NaN ACCA-Approved Manual JS Calculations 17:35:27 09-19-2029 This software was developed by► Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. System Block load Breakdown - Cooling r ; ; w Windows, glass doors, skylights: 24,646.3 BTUh Envelope (walls, doors, roof, etc.): 797.2 BTUh Infiltration: 790.7, BTUh Internal gain: 2,920.0. BTUh Duct and blower heat gain: 2,812.0 BTUh Ventilation: 1,424.9 BTUh Excursion adjustment load: 899.9 BTUh Total cooling: 2.9 tons ACCA-Approved Manual A Calculations 17:35:27 05-19-2025 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. System Block Load Breakdown - Heating Av �r Windows, glass doors, skylights: 4,908.6 BTUh Envelope (walls, doors, roof, etc.): 1,474.2 BTUh Infiltration: = 3,213.4 BTUh Duct heat loss: 820.1 BTUh Ventilation/winter humidification: 1,634.7 BTUh Hot water piping load: 0 BTUh Total heating: 12,050.9 BTUh ACCA-Approved Manual A Calculations 17:35:27 05-19-2026 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. System AE D Curve — AED — hwW Gain --- U_-_____J 38,486 32,988 27,490 L 21,992 m 16,494 10,996 5,498 q 10 11 12 13 14 15 16 17 18 19 20 Hour of Defy ACCA-Approved Manual J8 Calculations 17:35:27 05-19-2025 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual A residential HVAC load calculations. �1goti1 Retrotec rCloud Quality Assurance Report Resnet380-2016S'"eint Blower Door Test PASS Your ResZCH50 .68 ACH50 047.84 CFM50*60/37500 fts) Tar et < Test Information Test Name 775 illcreek drive southold ny Joe kadillak Test Date 2024-09-20 11:21 AM (UTC-4) Export Id PBNTVW3E Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 77rk `r City Southold State riY Zip/postal Code 11971-2624 Country United States Year Constructed Not available Elevation 7 ft Address Verified? Yes Building Latitude, Longitude 41.084107,-72.414594 GPS validation Latitude/Longitude:41.084121.-72.414848:Accuracy: 32 ft Estimated Distance From Address 53 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM3210A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 72 OF Pre-test Outdoor Temperature 71 OF Wind Speed 19 MPH Average Barometric Pressure 101.4 kPa Test Dimensions -� U �(�-, Conditioned Floor Area 2500 ft2 D Volume 37500 ft3 S E P 2 5 2024 U1LDT T Ci�,rJ SOIL TL,101 1 1 Retrotec rCloud Test Results Summary Test Type Resnet 380-2016 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.677 Induced House Pressure -50.51 Pa Corrected Flow 952.59 CFM @ 50 Pa Adjusted Flow 1047.84 CFM @ 50 Pa Intercept 74.916 Slope, n 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.7 Pa Depressurize Results Air changes at 50 Pa, n5o 1.5241 /hr Air leakage rate at 50 Pa, q5o 952.59 CFM Effective leakage area at 4 Pa, EfLA 4 52 in Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0209 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0209 Baseline,initial Pa -1.3 -0.7 -0.4 -0.1 -0.1 -1.4 -1.6 -0.7 -0.4 -0.3 Average baseline,initial APO, -0.7 AP 01_ -0.7 AP 01+ 0 Baseline Duration 13 seconds Building pressure (Pa) -51.21 Induced pressure (Pa) -50.51 Fan Pressure [5000- B8] (Pa) 52.47 Total flow qr(CFM) 961.03 Measured flow qm (CFM) 962.67 Total flow through envelope,qenv(CFM) 960.88 Error 0.0% Correlation,r 1.0000 Confidence Limit 95% Intercept, Cenv 75.071 75.071 75.071 Intercept, CL 74.916 74.916 74.916- Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is Installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors N/A 3.2.6. Interior doors.All doors between rooms Inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air Inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of Inducing airflow across the Confirmed building enclosure are turned off Including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used In a whole-house mechanical ventilation system (example a system Intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off Includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior orto 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 orto 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 orto 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 orto Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered Intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in' their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be Installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in Its off Confirmed position. In addition, if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left In their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or In"pilot only" mode for the Confirmed duration of the test. 3 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 efficiencyprogram.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow Equation Parameters -61 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 = jPr131- PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure,RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= FP-RP x K1 "x K+ K3 x FP x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 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 + Cx FP) + D + G -RP xF 5 Steven Affelt, AIA PO Box 762 Architecture Great River,NY.11739 Intelligent Design (631).553-6333 Sustainable.Building: April.24. 2023 . . . i. Plans:Examiner.'s Office APR:. G _9(� a Town'of Southold t3�OBLI3B4�1�� ��, PO Box 1179 „ . TOWN 6®L--D. 54375 Main Rd Southold,Imo' 1.19,71 SUBJECT: Foundation.Revision Kadillak Residence App#:49047 -775 Mill Creek Dr. Southold,NY Dear Plans Examiner, Please,find the enclosed revised drawings for the 2°d.floor addition project at 775 Mill Creek Dr Southold: As .die contractor.starie the work 'they discovered an unexpected filed:condition.whereas the.-existing. concrete masonry unit footing'and foundation has been compromised in significant areas due to water infiltration. It appears to_have been slowly undermined and the end result is cracking at the beam bearing points., The homeowner has elected to continue with the project and-repair the foundation by replacing the concrete masonry. unit foundation with a.poured.concrete wall and footing around the perimeter of the dwelling. The contractor shall lift the house and install the new foundation under the lifted dwelling.The.footprint.of the dwelling shall not change and first floor shall be re' tained.:as existing. If there are any additional fees to be paid due to the revision.and re-review of the.project please let me.know so that I may promptly pay them: Please contact me if you have any questions, and thank you for your consideration in this-inatten Sincerely,. PIED qR�, . 9T 61�. Steven:Affelt;AIA: _ Registered Architect Great River,NY 11739 PO Box 762 Tele: (631)553-6333 steve.affelt@gmail.com i Steven Affelt, AIA PO Box 762 Architecture Great.River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building . Board of Trustees Town of Southold ID PO Box 1179 54375 Main Rd JUL 5 2 Southold,NY 11971 BUILDING DEPT- SUBJECT: Requested Letter Concerning Scope Kadillak Residence '1'07i C11, 't3$:Tp App #49047 775 Mill Creek Dr. Southold,NY Dear Chairperson and the Board, Thank-you for your concern in this matter.Your office requested an explanation of why the amended scope of work submitted to the building department does not qualify or could be considered demolition as defined by the Town of Southold zoning code. The code definition is a follows: Any removal of a structure orportion thereof, where the total cost of the reconstniction of the structure orponion thereof exceeds 30% of the market value of the existing structure before the start of removal. The foundation was found to be in unfit condition to sustain the proposed second floor addition.There was settling near the basement,caused by water ponding, and vertical cracking occurred. In combination with the proposed work for the original application,the contractor's price for the repair rivaled his price for a vertical lift and new foundation. The cost of the original dwelling prior to work commencing was approximately$760,000 as estimated by online real estate services.The cost of the lift and foundation work being$55,000,is much less than 50%of the market value of the dwelling and property.Equivalent vacant lots have not sold in recent years,so removing the value of the lot is difficult.Estimating $250,000 would seem reasonable for this size and shaped lot, so the dwelling structure value of$510,000 is well above the 50% threshold. As to the argument that the proposed cost of the new work combined with the cost of the foundation replacement,would then cross the threshold,I have three positions for your consideration. 1) If the projects were separated,each would fall below the 50%threshold.So,one application for the lift and foundation could be filed,and a second for the already permitted 2.d story addition would be filed.Neither would qualify as a demolition as defined by the code. 2) Real estate valuation is speculative.The speculative market in Southold has seen prices of land on waterfront properties up to 1.8 million per acre(12/16/2021).The effect of land valuation on the definition of demolition in the code essential eliminates the value of the existing structure on the property. I'm sure that's not the intention of the definition,but the effect using values at market rates is detrimental to home owners. 3) Construction costs have skyrocketed.The cost of construction has also become unreasonable,which skews the valuation in the definition of demolition to,again,negatively effect the homeowner.The average kitchen remodel had ballooned to$150,000,bathrooms regularly cost$35,000 with new fixtures and tile.In this structure's case,two new bathrooms and a kitchen would put the project over the 50%threshold.As with my last position,I'm sure that's not the intention of the definition,but the effect using construction costs at market rates are detrimental to home owners. PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com t I hope that this assessment of the definition of demolition in respect to the work proceeding,and which is under you review, aides in the consideration.Please let me know if there is anything further that I can provide. Respectfully, Steven Affelt,AIA License No.037611 PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com �guFFOl,�c BUILDING DEPARTMENT TOWN OF SOUTHOLD. : = x Town,Hall Annex-54375 Main Road-PO Box 1179-Southold, NY.l•1971-0959 Telephone (631) 765-1802-FAX (631),765-950.2 Date 09-15-22' SUFFOLK COUNTY DEPARTMENT-OF PUBLIC WORKS "COMMISSIONER ; 335 YAPHANK AVENUE YAPHANK, NY- 11980, Dear Sir: In accordance with Section239f"of the General Municipal Law of the consolidated Laws of the State of Name'&Address of Applicant JOe Kadlllak . 166-26 Pow Ills Cp�e Rd Whitestone, NY 11357 " has applied to the Town Of Southold'for issuance of a permit in reference to property located.on the: N -=S O.w side.of:. Mill.Creek Dr" C.R. Distance .540.0'. QS E W' of Meadow'Lane ' Village Southold ,. Town . Southold. . . As shown on the,attached:su rvey or site plan (3 copies needed), dated Apr 6 1998 We shall withhold.further action on this application,for ten (10) business days for the_aforeme.ntioned ., Section.239f Very Truly Yours, Building Permits Only, Building Inspector :. Date: APPROVED. / DISAPPROVED. / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal. Law subject to the stated conditions.: SUFFOLK COUNTY DEPT.,OF PUBLIC WORKS: By:; . . CHIEF,EN"GINEER Kadillak HVAC Load Calculations for Kadillak 775 Mill Creek Drive East Marion, NY 11939 ResirmxYmL rxw'�IVACHVACaAiDs JAN 1 8 2024 Prepared By: Allison Starzee Star Mechanical P.O. Box_797: Cutchogue, NY 11935- 631-734-6882 Tuesday, September 26,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. Rhvac Residential'&Light Commercial HVAC,Loads = Elite Software Development,Inc. Star Mechanical Kadillak Cutcho ue,w 11935-2130 Page 2 Project.Report General'Pro�ect�fnformation., .„. �z, '� , . ; Project Title: Kadillak Designed By: Allison Starzee Project Date: Tuesday, September 26, 2023 Client Name: Kadillak Client Address: 775 Mill Creek Drive Client City: East Marion, NY 11939 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Reference City. Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures 1794 Total Building Supply CFM: 1,005 CFM Per Square ft.: 0.768 Square ft. of Room Area: 1,309 Square ft. Per Ton: 481 Volume(ft'): 10,471 Total Heating Required Including Ventilation Air: 48,492 Btuh 48.492 MBH Total Sensible Gain: 23,921 Btuh 73 % Total Latent Gain: 8,734 Btuh 27 % Total Cooling Required Including Ventilation Air: 32,655 Btuh 2.72 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed,per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential&Li ht Commercial HVAC Loads Elite Softwarebevelo ment,Inc. Star Mechanical ._9 - p Kadillak Gutcho ue, NY 11935-2130 Pa e 3 Miscellaneous,Report ' r System 1 Zone#1 First Level Outdoor Outdoor I� Outdoor, Indoor' Indoor Grains Input Data D Bulb Wet Bulb;, Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Zone#2 Second'Level Outdoor. Outdoor Outdoor Indoor Indoor ' Grains Input Data Dry Bulb, Wet Bulb i! Rel.Hum Rel.Hum Dry Bulb. Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.00550 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr 79 CFM 40 CFM Infiltration Actual: 0.450 AC/hr 0.230 AC/hr Above Grade Volume: X 10,471 Cu.ft. X 10,471 Cu.ft. 4,712 Cu.ft./hr 2,408 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 79 CFM 40 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: 0.450 AC/hr(61 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(31 CFM), Construction: ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr(18 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(9 CFM), Construction: [666f Load Factor Scenarios for System 1 Attic Duct Duct,; Surface From No. Type. Description Location „Ceiling ' Leakage Insulation i, Area, [T]MDD. 1 Supply Attic 16B 0.12 6 272 No 1 Return Attic 16B 0.12 6 151 No Duct Load factor Scenarios for System 2 Attic Duct Duct,; Surface from No. Tye .Description Location .Ceiling Leakage' Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 81 No 1 Retum Attic 16B 0.12 6 60 No C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&Light Commercial HVAC Loads .Elite Software Development,Inc. StarMechanical Kadillak Cutcho ue,NY 11935-2130 Page 4 Load Preview Report Net ft. Sen Lat Net Sen Sys ys Sys Htg A Duct Scope To Fro Are GainGainGainLoss CFM CFM CFM Size Building 2.72 481 1,309 23,921 8,734 32,655 48,492 604 1,005 1,005 System 1 1.98 509 1,009 17,832 5,974 23,807 37,452 468,1=1 752 10x1 Supply Duct Latent 245 245 Retum Duct 1,330 296 1,626 1,496 Zone 1 1,009 16,502 5,434 21,936 35,956 468® 752 10x1 1-Enclosed Porch 258 5,151 964 6,11 12,310 160'® 235 3-6 5-Bedroom 2 104 2,142 883 3,025 4,163 54= 98 1-6 6-Bedroom 1 130 2,441 891 3,332 4,975 65 111 2-5 7-Kitchen 117 2,092 887 2,979 4,099 53M 9-5 1-6 8-Living Room 364 3,030 962 3,992 8,030 105= 138 2-6 9-Bathroom 1 36 1,646 847; 2,493 2,379 31-= 75 1-6 System 2 0.74 407 300 6,088 2,760 8,848 11,039 136MEM1 253 6x1 Supply Duct Latent 55. 55 Return Duct 526 117 643 587 Zone 2 300 5,562 2,588 8,150 10,453 136M 253 6x1 2-Master Closet 50 1,782 847 2,629 2,906 38M 81 1-6 3-Master Bedroom 200 2,133 894 3,02.7 4,954 64= 97 1-6 4-Master Bath 50 1,647 847 2,494 2,593 34,m 75, 1-6 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&Light Commercial HVAC,Loads Elite Software Development;Inc. Star-Mechanical & AS Kadillak Cutcho ue,NY 11955-2130 Page 5 Duct Size Preview Room or Source Mini mu Maximu Rough Desig SP Du Du Htg Clg Act. Duct Reg Duct Name Veloci Veloci Facto L/10 Loss Veloci Lengi Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 1-Enclosed Porch Built-In 0 750 0.0055 0.1 398.5 160 2 235 3-6 5-Bedroom 2 Built-In 0 750 0.0055 0.1 497 54® 98: 1-6. 6-Bedroom 1 Built-In 0 750 0.0055 0.1 407.8 65 11 111 2-5. 7-Kitchen Built-In 0. 750 0.0055 0.1 485.4 53®9 95 1-6 8-Living Room Built-In 0 750 0.0055 0.1 351.6 105 13 138 2-6 9-Bathroom 1 'Built-In 0, 750-. 0.0055 0.1' 382.1 31®7 75 1-6 Other Ducts in System 1 Supply Main Trunk -Built-in 0 900 0.0003 0.1 832.9 468 75 I 752 1 0x1 3 System 2 Supply Runouts Zone 2 2-Master Closet Built-In 0 750 0.0055 0.1 413.5 38 81 81 1-6 3-Master Bedroom Built-In 0 750 0.0055 0.1 495 64©9 97 1-6 4-M aster Bath Built-In 0 750 0.0055 0.1 382.3 34®7 75 1-6 Other Ducts in System 2 Supply Main Trunk Built-In 0 90G 0.0003 0.1 608.2 136 25 253 6x10 Summary System 1 Heating Flow: 468 Cooling Flow: 752 System 2 Heating Flow: 136 Cooling Flow: 253 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential&Light Commercial,HVAC Loads Elite Software Development,Inc. Star Mechanical Kadillak Cutcho ue, NY 11935-2130 Page 6 Total Building Summary Loads Com onent.af: �. .Area '=` �Sen F ��Lat u SensTotal;w y h. r"� ageTksc � .'��d:N"li , ► -Descn tion? <�ry � . Quanp � s 1 D-cv-o: Glazing-Double pane, operable window, clear, 248 8,480 0 3,809 3,809 vinyl frame, U-value 0.57, SHGC 0.56 11F: Door-Wood-Solid Core With Metal Storm, U-value 109 1,831 0 580 580 0.28 11A: Door-Wood-Hollow Core, U-value 0.47 168.5 4,751 0 1,507 1,507 12B-6sw:Wall-Frame, R-11 insulation in 2 x 4 stud 3003.8 11,530 0 1,588 1,588 cavity, R-6 board insulation, siding finish,wood studs, U-value 0.064 16BR-19-mi: Roof/Ceiling-Under Attic with Insulation on 1308.8 3,848 0 2,757 2,757 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 20P-19-c: Floor-Over open crawl space or garage, 1204.8 3,614 0 183 183 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 20P-19: Floor-Over open crawl space or garage, Passive, 104 312 0 16 16 R-19 blanket insulation, any cover, U-value 0.05� Subtotals for structure: 34,366 0 10,440 10,440 People: 36 7,200 8,280 15,480 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,955 712 4,850 5,562 Infiltration: Winter CFM: 79, Summer CFM:40 5,171 822 351 1,173 Ventilation: Winter CFM: 0, Summer CFM: 0 _ _ 0 _ 0 0 _ 0 Total Building Load Totals: 48,492 8,734 23,921 32,655 Cheek F,i uses Total Building Supply CFM: 1,005 CFM Per Square ft.: 0.768 Square ft. of Room Area: 1,309 Square ft. Per Ton: 481 Volume (fP): 10,471 Total Heating Required Including Ventilation Air: 48,492 Btuh 48.492 MBH Total Sensible Gain: 23,921 Btuh 73 % Total Latent Gain: 8,734 Btuh 27 % Total Cooling Required Including Ventilation Air: 32,655 Btuh 2.72 Tons(Based On Sensible+ Latent) Notes r 1 y; 7, Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per,ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Kadillak LCutchogue, NY 11935-2130 _ - __Page 7, Building Pie Chart Floor 8% Infiltration 11% Roof 8% Ductwork 18% Building Loss 48,492 Btuh Wall 24% Door 14% Glass 17% Roof Floor 1% Infiltration 4% Wall 5% Ductwork 17% Glass 12% Building Gain 32,655 Btuh Door 6% People 47% C:\Users\admin\Downloads\Chusano - Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Kadillak Cutcho ue,NY 11935-2130 Pa e 8 Detailed Room.Loads - Room 1-:-Enclosed Porch (Average Load Procedure) Calculation Mode: Htg. &clg. w Occurrences: 1 Room Length: 7.6 ft. System Number: 1 Room Width: 34.0 ft. Zone Number: 1 Area: 257.8 sq.ft. Supply Air: 235 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.8 AC/hr Volume: 2,063 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 398 ft./min. Percent of Supply: 0 % Runout Air Velocity: 398 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 8 CFM It6iT64" � f' „" ,4 Area , µ,w Clg , h Lat ha �Sen; ':s� �a ?ww �� "+2 a( E pescnptlon< � Quantit _ „ Value'°; `�, HTM � j oss TM #�` in N -Wall-12B-6sw 34 X 8 176 0.064 3.8 676 0.5 0 93 N -Wall-12B-6sw 7.6 X 8 20.7 0.064 3.8 79 0.5 0 11 N -Wall-12B-6sw 34 X 8 236 0.064 3.8 906 0.5 0 125 N -Wall-12B-6sw 7.6 X 8 11.7 0.064 3.8 45 0.5 0 6 N-Door-11 F 4 X 7 28 0.280 16.8 470 5.3 0 149 N-Door-11 F 7 X 7 49 0.280 16.8 823 5.3 0 261 N-GIs-1 D-cv-o shgc-0.56 100%S 24 0.570 34.2 821 15.4 0 369 N-GIs-1 D-cv-o shgc-0.56 100%S 24 0.570 34.2 821 15.4 0 369 N-GIs-1 D-cv-o shgc-0.56 100%S 24 0.570 34.2 821 15.4 0 369 N -GIs-1 D-cv-o shgc-0.56 100%S 24 0.570 34.2 821 15.4 0 369 N -GIs-1 D-cv-o shgc-0.56 100%S 24 0.570 34.2 821 15.4 0 369 N -GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 N -GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 UP-Ceil-1 6BR-1 9 7.6 X 34 257.8 0.049 2.9 758 2.1 0 543 Floor-20P-19 34 X 7.6 257.8 0.050 3.0 773 0.2 0 39 Subtotals for Structure: 9,455 0 3,440 Infil.: Win.: 15.7, Sum.: 8.0 665 1.551 1,032 0.105 164 70 Ductwork: 1,823 721 People: 200 lat/per,230 sen/per._ 4 _ _ 800 920 Room Totals: 12,310 964 5,151 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc_. Kadillak Star Mechanical _ Cutcho ue„NY"!1935-2136 Pa e 9 Detailed,Room Loads Room 5 - Bedrooi�n 2 (Average,Load Procedure) ZK Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 104.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.0 AC/hr Volume: 832 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 98 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 497 ft./min. Percent of Supply: 0 % Runout Air Velocity: 497 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.130 in.wg./100 ft. Actual Summer Infil.: 4 CFM Descnption } � 4 .'.Quaritit`"� x xValuXe '' *4FlTMt �' Lossr ` tHTMGaui _ . . N -Wall-12B-6sw 8 X 8 44 0.064 3.8 169 0.5 0 23 N -Wall-1213-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-1213-6sw 8 X 8 43 0.064 3.8 165 0.5 0 23 N-Wall-1213-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N-Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 UP-Ceil-1 6BR-1 9 13 X 8 104 0.049 2.9 306 2.1 0 219 Floor-20P-19 8 X 13 104 0.050 3.0 312 0.2 0 16 Subtotals for Structure: 3,026 0 886 Infil.: Win.: 7.9, Sum.: 4.0 336 1.551 521 0.107 83 36 Ductwork: 616 300 People: 200 lat/per, 230 sen/per: _ _ 4 _— _ _ _ 800 _ 920 Room Totals: 4,163 883 2,142 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical _ Kadillak • Cutcho iie, NY 11935-2130 Page,10 Detailed_Room Loads - Room 6" Bedro6m._1 (Average Load Procedure) .:- y r %"'}+ t+ 0 1'r by ..�, "i3'.x•� ' la A �1 ., .G a4 9 t fy}�,h � '"-e:1 ,fL<,( p > 'N`r' FLY"'� d ,. ..4� General.4�\ �*{ ) /N l6Y 1M.4�f M ,/, .i'}3,�Yv 4 1 4..a 4 a r��i � y l� �a Gi�1 j 9 (Y„'1 r7i z%,l}� L, :p '�' W F { .,.4 h,�N A� .+'• Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 130.0 sq.ft. Supply Air: 111 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.4 AC/hr Volume: 1,040 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 56 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 408 ft./min. Percent of Supply: 0 % Runout Air Velocity: 408 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.113 in.wg./100 ft. Actual Summer Infil.: 4 CFM to Area 4 d . F U Ht Sn b « �4" C �,Si r p Sens Y Sen; e .ra' �mm.. �! a t. r s Value;;t „=FiTM' % ' Loss,* ;HTM � gGainr�? {Galn" D2SCrlptl011 x w �� n ..� P:`�QUantlty . , �w: � 0 3 N-Wall-12B-6sw 13 X 8 92 0.064 3.8 353 0.5 0 49 N -Wall-12B-6sw 10 X 8 60 0.064 3.8 230 0.5 0 32 N-Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-1213-6sw 10 X 8 59 0.064 3.8 227 0.5 0 31 N-Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 N-GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 UP-Ceil-1 6BR-1 9 10 X 13 130 0.049 2.9 382 2.1 0 274 Floor-20P-19 13 X 10 130 0.050_ _ _3_.0 390 0.2 0 20 Subtotals for Structure_ 3,667 0 1,140 Infil.: Win.: 8.7, Sum.: 4.4 368 1.552 571 0.106 91 39 Ductwork: 737 342 People: 200 [at/per, 230 s_en/per: ______4 _ _ _ _ _ _ __ 800 _ 920 Room Totals: 4,975 891 2,441 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential&Light_Commercial HVAC Loads Elite Software Development,_Inc. Star Mechanical _ Kadillak Cutcho ue, NY 1 1 935-21 30 Page 11 Detailed Room Loads - Room 7-,Kitchen (Average Load-Procedure) kGeneralr ;, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft: System Number: 1 Room Width: 9.0 ft. Zone Number: 1 Area: 117.0 sq.ft. Supply Air: 95 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.1 AC/hr Volume: 936 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 95 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 485 ft./min. Percent of Supply: 0 % Runout Air Velocity: 485 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.124 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item " `: tiF °;9 Sense ` Clg Desciption t' yQuantity ,t� =Yalu ' e =SHTIVI Loss HTM Gain� � Gain r, N -Wall-1 2B-6sw 618 56 0.064 3.8 215 0.5 0 30 N -Wall-12B-6sw 13 X 8 72 0.064 3.8 276 0.5 0 38 N -Wall-12B-6sw 9 X 8 72 0.064 3.8 276 0.5 0 38 N -Wall-126-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N-Door-11 F 4 X 8 32 0.280 16.8 538 5.3 0 170 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 13 X 9 117 0.049 2.9 344 2.1 0 247 Floor-20P-19 9 X 13 117 0.050 3._0_ _ _ 351 0.2 0 18 Subtotals for Structure: 2,946 0 842 Infil.: Win.: 8.3, Sum.:4.2 352 1.551 546 0.105 87 37 Ductwork: 607 293 People: 200 lat/per, 230 sen/per. _ 4 _ _T__ 800 _ _ 920 Room Totals: 4,099 887 2,092 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rh-vac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Suer Mechanical _ Cutcho ue;W,,11935-213,0 " Page1112: Detailed Room Loads= Room, 8- Living. Rb6in (Average Load Procedure) i 44. C Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 28.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 364.0 sq.ft. Supply Air: 138 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 2,912 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 352 ft./min. Percent of Supply: 0 % Runout Air Velocity: 352 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.066 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item `a c b Area Htg, '" r Sen LatSen:, Description " ' ` r Quaritit' 4^_:Value: FiTM t_ Loss` '' `FiT,NI Gain; °Gain N -Wall-126-6sw 13 X 8 92 0.064 3.8 353 0.5 0 49 N -Wall-1213-6sw 28 X 8 192 0.064 3.8 737 0.5 0 102 N -Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-12B-6sw 28 X 8 224 0.064 3.8 860 0.5 0 119 N-Door-11A 4 X 8 32 0.470 28.2 902 8.9 0 286 N -GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 U P-Ceil-1 6BR-1 9 28 X 13 364 0.049 2.9 1,070 2.1 0 767 Floor-20P-19 13 X 28 364 0.050 3.0 1,092 _ _ 0.2 _ 6 55 Subtotals for Structure: 5,823 0 1,617 Infil.: Win.: 15.5, Sum.: 7.9 656 1.552 1,018 0.105 162 69 Ductwork: 1,189 424 People_200 lat/per, 230 sen/per: _ 4 _ ---- _ 800 920 Room Totals: 8,030 962 3,030 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Y Kadillak' Cutcho'ue,NY 11935 ii k L Pa a 13 Detailed Room.Loads Room 91-- Bathroom%l (Average'Load Proceduref General n , t ' ,� ,• '+ ti,; � � ? .� ^`,•3 k Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 36.0 sq.ft. Supply Air: 75 CFM Ceiling Height: 8.0 ft. Supply Air Changes: •15.6 AC/hr Volume: 288 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 382 ft./min. Percent of Supply: 0 % Runout Air Velocity: 382 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.078 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item' s Areas U° Htg Sen Clg Lat Sen �=•"'" ay t 1fy4Pxw�r�,�;.i�a�1 f II� ai�4t'-e�ti �' �h. �-+ ?, s�'1 i�.�A '��''. '°9 "� °�,�`' i�b r.... � �a;.:"l ..y. e x Descnptlon:": z Quantit Value; HTM •, '�,. ,aLoss_ i"HTNI � .m Gann' Gain N-Wall-1213-6sw 6 X 8 42 0.064 3.8 161 0.5 0 22 N-Wall-12B-6sw 6 X 8 23.5 0.064 3.8 90 0.5 0 12 N-Wall-1213-6sw 6 X 8 48 0.064 3.8 184 0.5 0 25 N-Wall-12B-6sw 6 X 8 48 0.064 3.8 184 0.5 0 25 N-Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 UP-Ceil-I6BR-19 6 X 6 36 0.049 2.9 106 2.1 0 76 Floor-20P-19 6 X 6 36 0.050 3.0 108 0.2 0 5 Subtotals for Structure: 1,729 0 476 Infil.: Win.:4.5, Sum.: 2.3 192 1.552 298 0.104 47 20 Ductwork: 352 230 People_200 lat/per, 230 sen/per_ _ 4 _ _ _ _ 800 920 Room Totals: 2,379 847 1,646 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential_&Light Commercial HVAC Loads Elite Software Development,. Inc. Star Mechanical Kadillak Cutcho ue,NY'11036-2130 Pa a 14 Detailed Room Loads.- Room 2 Master Closet (Average Load Procedure) _ �.'.��`�6*�`-", h'� _S°."h"-t,. 5 :, 's? a._yt$ 'Raft, t Yr 'a �8r� '#�� ,,`€,. c, 'General H=, �, ,� �,�. .� .�.� � � ti. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 50.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.2 AC/hr Volume: 400 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 413 ft./min. Percent of Supply: 0 % Runout Air Velocity: 413 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.091 in.wg./100 ft. Actual Summer Infil.: 2 CFM - Item ;GaiT' N -Wall-12B-6sw 10 X 8 68 0.064 3.8 261 0.5 0 36 N -Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N -Wall-126-6sw 10 X 8 55.5 0.064 3.8 213 0.5 0 29 N -Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N-Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 N-GIs-1 D-cv-o shgc-0.56 100%S 12 0.570 34.2 410 15.3 0 184 U P-Ceil-1 6BR-1 9 5 X 10 50 0.049 2.9 147 2.1 0 105 Floor-20P-19 10 X 5 _ _ _ 50 0.050 3.0 150 0.2 0 8 Subtotals for Structure: 2,180 0 623 Infil.:Win.: 4.5, Sum.: 2.3 240 1.233 296 0.083 47 20 Ductwork: 430 219 People_200 lat/_per,230 sen/per: _ 4 _ _ _ _800 __ 920 Room Totals: 2,906 847 1,782 C:\Users\admin\Downloads\Chusano- Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac-Residential$Light Commercial HVAC Loads - Elite_ Software Development,Inc. Star Mechanical Kadillak Cutcho ue,NY 11935-2130 Pa a 15 Detailed Room,Loads --Room 3 Master Bedroom (Average Load Procedure) .j� 3'-A`�`'�+•sa�f �r c,�+� ;,.ars t i �.., . �s . 5ax t'..1 },'`4'*��°aw-iS.� 3, �'e 't.i.'�. F;. ,--.; sx >k-p .�.P#._�i't �„};A, Calculation Mode: Htg. &clg. Occurrences: 1, Room Length: 10.0 ft. System Number: 2 Room Width: 20.0 ft. Zone Number: 2 Area: 200.0 sq.ft. Supply Air: 97 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,600 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 495 ft./min. Percent of Supply: 0 % Runout Air Velocity: 495 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.129 in.wg./100 ft. Actual Summer Infil.: 5 CFM Desc�t�n " x Y �s,,.. M , ,ry54QuantityV81Ue"x�" 7M�7 ,, Loss ��HT;IVI '� Gam � " Gain,. N -Wall-12B-6sw 20 X 8 160 0.064 3.8 614 0.5 0 85 N -Wall-1213-6sw 10 X 8 80 0.064 3.8 307 0.5 0 42 N -Wall-12B-6sw 20 X 8 135.5 0.064 3.8 520 0.5 0 72 N -Wall-1213-6sw 10 X 8 80 0.064 3.8 307 0.5 0 42 N -Door-11A 3.5 X 7 24.5 0.470 28.2 691 8.9 0 219 UP-Ceil-I6BR-19 10 X 20 200 0.049 2.9 588 2.1 0 421 Floor-20P-19 20 X 10 200 0.050 3.0 600 0.2 0 30 Subtotals for Structure: 3,627 0 911 Infil.: Win.: 9.0, Sum.:4.6 480 1.235 593 0.083 94 40 Ductwork: 734 262 Peo_ple_200 lat/per, 230 sen_/per: 4 _ _ _ ^ 800 920 Room Totals: 4,954 894 2,133 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential Cutcho ue,NY 1193&Light Commercial HVAC Loads J Elite Software Development,inc. Star Mechanical � - � � _ Kadillak 5-2130 Pa a 16 Detailed Roomc Loads - Room:"4 'Master Bath (Average Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 50.0 sq.ft. Supply Air: 75 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.3 AC/hr Volume: 400 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 382 ft./min. Percent of Supply: 0 % Runout Air Velocity: 382 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.078 in.wg./100 ft. Actual Summer Infil.: 2 CFM Items e w v. 4 i "S' l y R :.. a {.�za �, tir t o Cg: a r ; a, o x a Areas s J. H'�g" Sen Clg Latn i;Sen t � _ 4Qu ntityValu FiTIVI � '. Loss 'Descnption � N-Wall-1213-6sw 10`X 8 59 0.064 3.8 227 0.5 0 31 N-Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N -Wall-126-6sw 10 X 8 74 0.064 3.8 284 0.5 0 39 N-Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N-Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 UP-Ceil-16BR-19 5 X 10 50 0.049 2.9 147 2.1 0 105 Floor-20P-19 10 X 5 50 0.050 3.0 150 0.2 0 8 Subtotals for Structure: 1,913 0 505 Infil.: Win.: 4.5, Sum.: 2.3 240 1.233 296 0.083 47 20 Ductwork: 384 202 People: 200 lat/per, 230 sen/per: 4 800 920 Room Totals: 2,593 847 1,647 C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential,&Light.Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Kadillak ACutcho ue,_NY 11935 2130. _ Rae 17 System 1 'Room Load:Summary Htgf Mrn Run Run Clg Clg Mm Act Room' Area' �" Sens,''"` Htg` Duct �� Duct Sens Lat= Clg y zSys No`'rName SF Btuh : CFM Size'` Vel Bfiah Btuh CFM, CFM ---Zone 1--- 1 Enclosed Porch 258 12,310 160 3-6 398 5,151 964 235 235 5 Bedroom 2 104 4,163 54 1-6 497 2,142 883 98 98 6 Bedroom 1 130 4,975. 65 2-5 408 2,441 891 111 111 7 Kitchen 117 4,099 53 1-6 485 2,092 887 95 95 8 Living Room 364 8,030 105 2-6 352 3,030 962 138 138 9 Bathroom 1 36 2,379 31 1-6 382 1,646 847 75 75 Duct Latent 245 _Return Duct _ 1,496 _ 1,330 296 System 1 total 1,009_37,452 468 ` 17,832 _ 5,974 _ 752 752 System 1 Main Trunk Size: 10x13 in. Velocity: 833 ft./min Loss per 100 ft.: 0.095 in.wg i Cooking ; Sensible/Latent, Sensible , Latent Toth[ Tons Slit Btuh: Bttih =Btuh Net Required: 1.98 75%/25% 17,832 5,974 23,807 EgiiipmentData Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Chusano- Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM Rhvac Residential&Light Commercial_HVAC Loads Elite SoHware Development,Inc: �"' Star-Mechanic al _ Kadillak Cutcho ue,NY 11935-2130 , ' _ Pa a 18 System-2 Room Load Summary ,r�R un�, � <Y�Run �_� Clg c����-,�,4CIg �� �x.� MmF � ��':.,.Act Y a t r to r t x.vt _ Room �,,,.} .� Area k .N Sensk Htgp k, < Dtact + Duct Sens , x, LateSys;. No'"Name' `SF . . B#uh` CFM Size< ---Zone 2--- 2 Master Closet 50 2,906 38 1-6 413 1,782 847 81 81 3 Master Bedroom 200 4,954 64 1-6 495 2,133 894 97 97 4 Master Bath 50 2,593 34 1-6 382 1,647 847 75 75 Duct Latent 55 Return Duct _ 587 _ 526 117 System 2 total 300 11,039 _ 136 _ 6,088 2,760 _ 253 253 System 2 Main Trunk Size: 6x10 in. Velocity: 608 ft./min Loss per 100 ft.- 0.089 in.wg .Cooling-S stem:Summa ; � , ' � •` 'j, r:3. _ k Co`oling Sensible'/Latent Sensible 4 Latent Total 'Tons ; Split ` Btuh .'.Btuh Btuh Net Required: 0.74 69%/31% 6,088 2,760 8,848 E ui mentData' Heatinq System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Chusano-Kadillak.rh9 Tuesday, September 26, 2023, 11:16 AM NEW Department of Taxation and Finance ST-124 ' Y New York State and Local Sates and Use Tax 12115' STATE Certificate of Capital Improvement ` After this certificate is completed and signed by both the customer and the contractor performing the capital improvement, it must be kept by the contractor. Copies of this certificate must be furnished to all subcontractors on the job and retained as part of their records. Read this form completely before making any entries. This certificate may not be used to purchase building materials exempt from tax. Name of contractor(print or type) Name of customer(print or type) Laurel Creek Landscape Nursery Address(number and street) Address(number and street) 450 Main Road City State ZIP code City State ZIP code Laurel NY 11948 Sales tax Certificate of Authority number(if any) To be completed by the customer Describe capital improvement to be performed: New heating system Project name Street address(where the work is to be performed) City State ZIP code 2450 Main Road Laurel NY 11948 1 certify that: • I am the(mark an Xin one) ❑ owner 21 tenant of the real property identified on this form;and • the work described above will result in a capital improvement to the real property as outlined in the instructions of this form:and • this contract(mark an x in one) ❑ includes El does not include the sale of any items that will not become a permanent part of the real property(for example,a free-standing microwave or washing machine). I understand that: • I will be responsible for any sales tax,.interest,and penalty due on the contractor's total charge for tangible personal property and for labor if it is determined that this work does not qualify as a capital improvement;and • I will be required to pay the contractor the appropriate sales tax on tangible personal property(and any associated services)when the property installed by the contractor does not become a permanent part of the real property;and • I will be subject to civil or criminal penalties(or both)under the Tax Law if I issue a false or fraudulent certificate. Signature f customer Title Date President 09-25-2023 To be completed by the contractor I,the contractor,certify that.I have entered into a contract to perform the work described by the customer named above,and that accept this form in good faith.(A copy of the written contract,if any,is attached.)I understand that my failure to collect tax as a result of accepting an improperly completed certificate will make me personally liable for the tax otherwise due, plus penalties and interest. Signature of contractor or officer Title Date This certificate is not valid unless all entries are completed. K t �I II�1 .r. 01 1 1 , J lit ' �.....�.. �"�Ira.•. Alt 1 N i S, 1206, tF41 1 . AN 1 Nil . . a 01 �. ,s i" e, f 0 ,m- s w r ,.,.t � < .��T �• t � sw)e*M % &sT is ice' �bObb —jj 7 40 Oak- ♦ l 4. F � � s i ' , a _, A 4 AN06.4 ' is � rt►�S - w '/'. � a 4f; i j � •� is ,pSrc'�� i.4_7 +IMF' t m d t� s t I � tx fa , All - � .�F � ;,,fir •.�. : ., t- €a v r , tea r ►�. xy- r 40, go 1 � 1 t 1. '• , .♦ .. - \ r r I P Nry e G f `� �' •$ ��,- � � � ,�� :s •� ,fir w�,c.'" .�' .,f t.1ir,,H 1 c_ . ¢'`�rW � �' � �--- - -�- i -. .- i � 1 i ,, :; _ _ - - - ._ - _ -- •>> / 1 '. ,k., G.:� - � � - .�: �' e r';� ��4 s — _. . ,. i• _ 9'I 'V __ ��= �: �� i, A A^ .� F R4 �., y � � 4 i ✓ 1 ' i �fr ' y � B J' 4 �r 8 s t r ,r� 1 NMI • • • __SPMMENTS '' 1�►'�. �' - , ,, ® ■ Art en�m - —FOUNDATION (IST) _ PLUMBING ENERGYINSULATION PER N.Y. STATE • 1 ADDITIONALMIA 1� Mom W '=' rlod � �suFFott�o : TOWN OF SOUTHOLD BUILDING.DEPARTMENT., =0 Gyp — . CATown Hall Arinex 54375.Main Road P. O. Box 1179 Southold,NY 1.1971-0959 Telephone (631) 765-1.802 Fax(631).765-9502 https://www.southoldto . V Date Received APPLICATION-FOR BUILDING PERMIT For Office Use Only 771 PERMIT NO. Building Inspector:' _ �I01 1-- Applications and forms must be'fill_ed out in their entirety. Incomplete' application's will not 7 be accepted-.. Where the Applicant is not the owner,an- BUILDE,-2 DEPT. Owner,,s Authorization.form(Page 2)shall be completed. ; Date:09/14/22 OWNERS)OF.PROPERTY; " . .. Name:Joe Kadillak SCTM# 1000=135.00-03.00-035.100 'Project Address:7-75 Mill Creek Dr.. Southold:, NY 11939 Phone#:(917) 622=0717 Email:joekadillak23@gmail.com Mailing Address: 1:66-26 Powells Cove B.Ivd Whitestone, NY 11357 CONTACT_PERSON:, Name:Steven•Affelt Mailing.Address;PO;-Box,,762 GReat River, NY 11739 Phone# (63T 553=6333 ' "` Email:steve.affelt@gmail.com DESIGNtPaROFESSIONAL,INFORMATION;;,c�.) . NameSteven Affelt, 4_.... Mailing Address: PO BoX.762,GReat River, NY.11.739.. Phone#:(631) 553-63 3 Email:steve:affelt@gmail:GOM CONTRACTOR INFORMATION:. , Name: . :Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ®Addition- igAlteration ❑Repair ❑Demolition Estimated Cost of Project: []Other $250,000 Will the lot be re-graded? .❑Yes®No Will excess fill.be removed from premises? ❑Yes ©No 1 PROPERTY INFORMATION.-' ,' Existing use of property:sin I@ family dwelling Intended use of property:' g y g ,single family_dwelling Zone or use district in which premises_is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ® Check Box After Reading:.The owner/contractor/design professional,is responsible-for all drainage and storm;water issues as provided by , Chapter 236,of the Town Code. APPLICATION IS HEREBY-MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone, Ordinance of.,the Town°of'Southold;.$uffolk;.County,.New York and other applicable Laws;Ordinances or Regulations,for thwconstruction of buildings, ; addit'ioris,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 ins pections..False statements made herein are, punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State,Penal`Law. Application Submitted By(print name):Steven Affelt ®Authorized Agent ❑Owner Signature of Applicant: Steve Affelt Date: 09/14%22 STATE OF NEW YORK) S5: COUNTY:OF Suffolk ) Steven Affelt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing'contract) above named, (S)he is the agent/design professional (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 know-ledgge and belief,an`d that the work will be performed in the manner.set forth in the application file. ere w LLIE A.STAIVIM Notary. ubfic, State of New York n.01 ST6035196 Sworn before me this Qualified n 8uffolk County COmrNE*ion EAM Decemb 27,209A �bdayL�' of ® ��ei2.r— ,20�— .._..-.... ... r - Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is'not the owner) I Joe Kadillak residing at 166-26 Powe' lls Cove Blvd Whitestone, NY Steven Affelt do hereby authorize to apply on -my behalf to the Town of Southold Building Department for approval as described herein. I0/2G/W2,Z ner's ignature. - Date J o Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) �? i 1, Joe Kadillak residing at 166-26 Powells Cove Blvd (Print proper(y,'owner's name) (Mailing Address) Whitestone, W( 11357 do hereby authorize Steven Affelt (Agent) to apply on my behalf to the Southold Building Department. 09/14/22 (Owners Si riAtt ) (Date), JOE kADILL-AIC-1 (Print Qwner's Name) 1 KELLIE A.STAM1iA Notary Public, State of New York , ` Nn. 01 ST6035196 Qualified n Suffolk County Comm+.ssion Expires December 27,2Q �i 1 $r.•�{I'•IY •�R.` „jt`,al'cA a'= +a�i t:. et•.�� •'�.:f, J;� a i i'.M $;4`:�;-s �,: ,« •9 ri'� tii !rti it, \ .-.I.'d r, ^i\1 •�i�.' Vim• `', ��+. .;/ l.' i. ':r. ''^�l� Y.I.. .,. � � ��' •'` rl.,t1 �3�Sdi2r:'I;.`;�i'T..�J7,�:L':•'•?�:Sr:L"t.SFA' -Rc�'`Rr"By Yf61SY'C?'LJ!•MJ.�37.i'i`K•'.L•yc�o:c'"'�f.6� ;2;PTA]•L"b"R�.'^'N{i➢l«:•t"3G':oTh`!i!x7N�41'eJ'.`CIp."7!lJtf',T'ar`?Lttmk:S2xc2:!P.YZL^SR:;'Ai�ti'�`'.,'�"!l7".:'cJ�Za:'1.'>71:,✓��Cl3.-s^:.:/:S2K.23Tll�^F, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' s PERMIT NO. 10428 DATE: JULY 19,2023 ISSUED TO: JOSEPH KADILLAK • •::'. , =+ Ire . PROPERTY ADDRESS: 775 MILL CREEK DRIVE,SOUTHOLD " SCTM#1000435-3-35.1 AUTHORIZATION ' ° Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in • accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19,2023, and in consideration of application fee in the sum of$1250.00 paid by Joseph Kadillak and subject to the Terms and J' �'• Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the a = following: j r ' Wetland Permit for the existing dwelling with a 1,126sq.ft.footprint;temporarily lift the dwelling,remove the existing crawlspace and partial basement and construct a new full d'1 basement constructed with new 1,126sq.ft.foundation walls and footings in-place and 12" q above adjacent grade(8"higher than existing); construct a second-story addition to dwelling; ' '- remove existing masonry front and rear stoops and construct new in-place,at a height of 12" •; ° above adjacent grade; remove and replace existing cellar entrance in-place;construct a ;� ~ . 205sq.ft.second floor seaward balcony,remove and reconstruct existing 8.5'x4.5' outdoor s shower;install gutters to leaders to drywells to contain roof runoff; and to replace the existing w cesspool with a new I/A sy3JCM landwarA of the dwelling;with the condition that the excavation 4= ' 1 material is not to be used as fill to regrade the site; to maintain all trees on site,if need arises to remove a tree to apply to Trustee office for tree letter; to establish and perpetually maintain the l. -. PP Y � P P � t entirety of area seaward of house as a non-turf buffer with an access path to not exceed 4'wide; ' and•as depicted on the revised site plan prepared by Steven B.Affelt,RA last dated August 12, ' 2023,and stamped approved on September 6,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. _' T r `J too- s „ -4 y •' -2 k` Y RuV�,iic.nu'aSi3.3SS1tm5.;fnS,�a�LN�:+tdkCA:AS6s: ASa'dS;.u;CGs ,.R��4uGdL'sa,Ya",ic�..C.P4't&.`O,tG,u4au7xh�6Y/.Yn54n5�'v3"ttaG:7lskRSLaa.^.SCRh�C'Y;,YF.t�N,iST::t6iSSr?,:dw�5�a4",,�.trsi.It?.tu,:�:PYiSHAfizC,Fdr1�p:,1;� �, BOARD OT-SOU'FIIOLD TQWN T..RUSTRES i ,r SOU.THOLIJ,i1,'�t'4�-YOLK .E' f P1;;R11�T�C3..1OG86 13AI'Ir ;4I131;It`1R,2024 ti j ISSUM)TO: YJOS);PU AJACLAk N YROPF�RTY Anl)RESS ..775 MII,Y C'RI',L'K DHIVL+�y'50LlTHOT. 1 S,CTM#1000435-3-35:1 AUTHORIZATION,, Furs iunt 41 the provisions of Chaptcr 275 of ihc,:T own�",orlc of the 7 owtt of sotitho➢d-and ur accordance with the Resolution of the Board ofTrustecs adopted ahtho meeunt,held Oil a,.�mhri le 2024r and in consider'ttion of 1ppl►catlon,fee'in d sum of s2_,5hgA pacd.b- JoSeJih FKadillak and sub*I to the Terms anci.Cond►t ons as�atad, L-ttie Itesoldiroti die°Southdid`Ioivn f3oardul Trustees.authnrues and peinits 4 the falhnving WetLand Permit for the as-built demoli ioa of th', xr4t4!g`d*ellydg,(prudecfineets Tu}vn Code �. definition of Mrabi tion)i and the oustructiou of a t►►v story dwelling on-it new fonndafiva. r� With a 1,100sq.ft.first floor and , lnor,203sq ff.second story balcony,23sq.ft. +, front sto op,audl bAsefnent enlrv;Install gutters to lwders;in dt�►vells,jter nttted mst Nation of I an VA O`N`TS system;iitctall.a generatui,'111G wins,existing permitted"S$'x4 S..outdoor^',' � l shower;maintain all trees';ua site,if the Deed arises to remo►c t ire},apply to the Trustees office for a tree letter;and to a§tabliah gird perpetu tllX maintnrn the lrea seaward of the- dwelling:as's non-turf'buffer:aria►►ith`urperr'iS►u4ii aecess ps+th to°{l r Katcruot to,exCc4d.4','in { width;with,the condition,of planting three(3),ns►tive hardwood trees on the iC,A and side of the ( ti house along►vith:an additional two(2)native hardwood trees elseWhere owthc property;and to t remove landscape fabric on the seawur•<i_.crde o[ihe;linuse`fobenefit 16c tuatntenanca nfthe non-turf buffer;all as depicted on the siteplaa prepared by Sleve Affelt Architect:receivtit on f I September 13,2024,and stamped Npl>rpved oil l)c¢ember`18,202 _ s IN AgTNI SS WIlEitEOI;the said n,oard of Trustees hereb>caries ats Corporate Seal tuba effi�ccd f [ and these presents to be subscribed bp'a mai6rit} of the said B DVd it,of tlio da)and ye9r�tintten above g9FFOL¢ lYt T. �i Glenn Goldsmith,President ®��®� S®U��y�� Town Hall Annex A.Nicholas Krupski,Vice President ® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 17, 2023 Steven Affelt, AIA P.O. Box 762 Great River, NY 11739 RE: JOSEPH KADILLAK 775 MILL CREEK DRIVE, SOUTHOLD SCTM#: 1000-135-3-35.1 Dear Mr. Affelt: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10428 to extend the second floor plate to make an 18" overhang off the front face of the dwelling; and as depicted on the site plan prepared by Steven B. Affelt, RA last dated September 29, 2023, and stamped approved on November 15, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Since ely, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President �Q�..S®j/�y Town Hall Annex Q 54375 Route 25 A.Nicholas Krupski,Vice President ` .Q4``;, P.O.Box 1179 Eric Sepenoski ? ' Southold,New York 11971 Liz Gillooly ; , Telephone(631) 765 1892 Elizabeth Peeples �' O Fax(631) 765 6641 BOARD OF TOWN TRUSTEES # M AY 2 3 2025 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2245 C Date: May 21, 2025 THIS CERTIFIES that the demolition of the existing dwelling(nrojeet-meets Town Code definition ofDeniolition) and the-construction of a.two=storydwAins on"a.-new foundation with a 1 100sc�ft frst'floor and 746sq ft second floor 203s�ft second story balcony .23sa ft.front stoop,and Basement enfry installation of gutters to,leaders•fo divwells installation of an I/A OWTS-system installation of a generator'•A/C units 8 5?x4 5 outdoor shower;maintenance of all trees:on site: establishment anil perpetual maintenance of'the area seaward of the�dwellina as-anon-turf buffer_area with a pervious access path to the water ndf fo exceed 4''in width planting three Q)natrve hardwood trees on the seaward'side of thelhouse along with an additional two(2)nahve:hardwood trees,elsewhere.. on the tronerty and'the removal of landscape fabric on the seaward'side)ofthe house to:benefit the maintenance of the non-turf buffer; At 775 Mill Creek Drive:Southold Suffolk County Tax Map'-01000-135=3=35;1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September I3,1024 pursuant to which Trustees Wetland Permit#10686 Dated December 18 2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of theexistitig dwelling foroiect meets Town Code definition of Demolition)•and'the construction-of'a two-story.dwellina on'a new foundation With-A,l IOOsg ft 'first floor'and 746sq ft second floor 203sgft •second story balcony .234ft. front stoop and`basement entry; installation of auttecs to leaders to dry.ells installation of an I/A OWTS_ system installation of a�erierator A/C units 8 5'x4' ,"outdoor showery maintenance of ailarees on stte; estabiislment`arid_perjetual maintenance of the area seaward of the dwellina:as anon-turf buffer area. 'with a aervious access path to the water not`to-exceed 4''in width•-plantina-ahree.(3)native hardwood, trees on-the seaward side ofthe house alone with an additional tviio(2)iiatrve hardwood treeselsewhere 'on th"fw ea: and-_1I_ieremoval of landscape fabric on`,the seawardaide of the house to-b6iigfifthd maintenance of the non=turf buffer..• The certificate is issued to JOSEPH KADILLAK owner of the aforesaid property. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY:a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I F:(631)444-0360 wvrvr_dec.ny.gov LETTER OF NO JURISDICTION:. TID _A L WETLANDS_ACT_& NOTIFICATION.OF. POSSIBLE-ENDANGERED SPECIES ACT=JURISDICTION January 8, 2024 Mr. Joseph Kadillak 166-26 Powells Cove Blvd Whitestone, NY 11357 -' `- �-' ' IV ;V�J � RE: Application ID 1-4738-04985100001 JAN 1 8 2024 Kadillak Property 775 Mill Creek Drive Southold, NY 11971 SCTM#1000-135-3-35.1 J L 4y Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey-prepared by VAN TUYL & SON on December 4, 1967, which was constructed prior to August 20, 1977, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations .(6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands' jurisdictional boundary, as indicated above, without a permit. it is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hay bate berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentrionalis), a species listed as "threatened" by both New York State and the US Fish &Wildlife Service, within 1.6 miles of the project location. .We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take"of these endangered/threatened species or their habitat within the meaning of Environmental C.,n ten..++�Q /�`A/ I \ R'I �, � Tho 4crm "4 eu ie rlcfine �'n _tee i1.- -rec-k1 in - — --n.-- Q- Z(Y�.-.(- -CLT'S-►-T- L7�The 4err --C e—fa'-defined-i 1-p --GRT-thp--�do- g.._. or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the ' . YORK )JL'�181Ii51@ptDf STATE' ETIVt[{1I1(rlCrtt.7� 0flSet118fIG[1:. species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. In order to avoid an Endangered Species "take," we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any .calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631)444-0310. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Sherri L. Aicher Regional Permit Administrator cc: Steven Affelt BMHP File BUILDING DEPARTMENT-Electrical Inspector ooSuffDl�� ?` TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179 0 N Southold;New York 11971-0959 �y • ply ' Telephone(631)765-1802 FAX(631)765-9502 P; rogerr(u-southoldtownny.Qov--seandCa�southoldtownny�aov APPLICATION FOR ELECTRICAL IN_ SPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: L-( 1 ?j Company Name: Name: License No.: I;[ C7 email: Ph' ne'No: [:]I request an email copy of Certificate of Compliance o Address.: Q !09O ► -E-U , JOB SITE INFORMATION (Aii Information Required) Name: C.a`7f� CL .__,Address: 7 S ( r e C Cross Street: Phone No:: . Bldg.Permit#: t'b C>q —1 email: Tax Map District: 1000 Section: 3S Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Check All That Apply: Is,bb read for inspection?: ❑YES F[NO Rough I r �[]Fina J y P � � Do you need a Temp Certificate?: RYES ONO Issued OnaaL a( Q Temp Information: (All information required) Service Size (Z1 Ph 03 Ph Size: O A #Meters. 1 Old Meter# [PNew service 0 Service Reconnect Underground®Overhead #Underground Laterals 01 [:]2 []H Frame pole Work done on Service? �Y ❑N Additional Information: A' PAYMENT DUE WITH APPLICATION -a,v e- a,rrw C,c'EY l Cr Arp - RI Electrical Inspection Form 21120.xlsx t3`P ` 'JD47 o��SUFFO�,��oG BUILDING DEPARTMENT-Electrical Inspector y z TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Q Temporary Certificate # S3 2 Da PI V 2023 Customer Nam dJ14K Electrician Name OAK FJ ` Address ?7 S l MA I k lal Phone 3 , of+•Is LH e-mail e-mail e.lec j',_ Phone License# $7a0 , Size,2QD . A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service 6- N !S Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifi tion is valid for 90 da s fr a above. Authorized by - still DERrME T�-Electrical Inspector O Gym TOWN OF'.S9JJIH0tb Town Hall Anne z� 4s K —Road - PO Box 1179 o • Sew York 11971-0959 Telephone (631) 765-1802 - FAX (631).765-9502 jamesh(a�southoldtownny.gov— seand0-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (Aii Information Required) Date: 2- .Z Company Name: (� �(, (, . Electrician's Name: License No.: 51 ZO Elec. email:. dak Elec: Phone No: 3 = - C31 request an email copy of Certificate of Compliance Elec. Address.:. S� JOB SITE]N FORMATION (All Information Required) Name: D (� Address: '� - Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000- Section: Block: Lot:- . BRIEF DESCRIPTION OF WORK, INCLUDE-SQUARE FOOTAGE (Please Print Clearly): 0 Square Footage: Circle All That Apply: Is job ready for inspection?; dYES 0 NO tough In ❑Final Do you need:a Temp Certificate?: ❑ YES RNO Issued On Temp Information: (All information required) Service Size❑1.Ph❑3 Ph Size: —A. # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Re connect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? D Y, RN Additional.Information: PAYMENT DUE WITH APPLICATION � t\O� SufEpC,rr BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD `4 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1197.1-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshCcDsoutholdtownnygov — seand(a)southoldtownn .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) 6 Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 02 H Frame 0 Pole Work done on Service? ELY DN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# vi l o q-7 Address: 77S Crew Switches '� Z so r1j, Outlets GFI's Surface Sconces L( H H's C( Z, ,�iLJ UC Lts 3 Fridge I HW POOL Fans Mini Fr. WAD 0,,/ Panel Pump Exhaust 2 Oven gas Sump Heater 6, Trnsfmr Smcfzes Z DW Generator Salt Gen. Micro GrbDis PODS Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo � Cooktop Minisplit Blower AC AH Hood Blower Service 2062Amp _ Have L42,,used Sub Amps Have Used Comments r I S 5;;\.r a Edit view Tools Add Help vW- E Of - Alk 5 Mill Creek Drnre Southold,NY Search r Get Directions History 4 775 Mill Creek Dr ,fir .L� Y' ;• ' �� K •� ` ~ `�'• L �,�� r •fir. C. � X 'l• ` �- ` f. LK � Places Layers 8 Primary Database 2 8 Announcements t», 4 1p Borders and Labels r i O Places Photos ' Roads " _ 3D Buildings X Weather 36103C { Gallery 3btG3C More If Terrain FID DFIRMt_IO 36103C VERSION—ID 1.1.1.0 FLD_AR_1D 36103C 922 STUDY_TYP NP FLO_ZONE X ` ZONE Sum X-0.2 PCT ANNUAL CHANCEFLOOD HAZARD SFHA TF F A STATIC_13FE -9999 V_DATUM DEPTH -9999 LEN_UNtT " VELOCITY -9999 VEL_UNIT �`' '✓ AR—REVERT AR _SUBTRV +y rY..,•� BFE_REVERT-9999 DEP_REVERT-9999 DUAL ZONE SOURCE_CIT 36103C_STUDY5 45�4 _�x r J. :ZA15 _ E {� N.rc4co0 OCR°E. 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Y.Q� 1000 - 135 - 03 - 35.1 `-� SCALE: I" o 20" APRIL-6, 1999 AREA 11,106 s� ft. t® tie line Mery �y , • 8 J'r,t��, � ANY•ALTERATl0H OR ADDITION TO THIS SURVEY.IS A VIOLATION OF SECTION 7209 OF THE YORK STATE EDUCATION LASH Exc T AS PER SECTION 7'209-SUBD/VISION R. ALL CERTIFICAWOWS ro R SO P OR CAO �NEAR E PA R SEp SEAL OF T E S RMEYOR WHOSE SI6NdTURE A .S L1C. NO. 49618 ADDITIONALLY TO COMPLY WITH 54V LAW THE TERM "ALTERED BY' PECONIC RS, P.C. MUSOF ANOTHER SURVPY NY MAP, TERLL MS SUCH AS/'INSPECTCDPAND (516) 765 - a°'020 "BROUI�HT-TO-DATE°ARE NOT IN COA4PLlANCE WITH THE LAW. 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P!lLPM Tm.Hlrrm�xo l°rNLmmcwnRncrcx o Rmes MHeoacrelmlRTeuronRraa�,s PPxsr lour {}-{f wP r.YIHLL!♦OTgI NETNo waLTLxJ CONTROL PANEL WIRING DIAGRAM I P }-� 1°'6TM"@�6M6'"Q''�ARBi15"1f°`�"�A`'A1A4fI " t �wRTr nauE �I - "s,Ian°RwrRlns,Avw Prm.a,a-A°r nenum."sax Reee roP.msxwrrFroaimrlran.rr«Nnrs.rTnleewe¢ew�ra"ul lnrl .L �•� "Is LJ Nww.Pw ocnuuilweawcrr.Ta e.. r..uiu� M48 LB rll�MBR'.ATE ral5WLl3L18®9ILIW.IAY No 11NfiS R1M1YA°E wTCNWS O M,n . -.. ���n.roan i � N16F��toM6t�ruT TrtE RN AwP,ORS a+nHI+N1TPiIEIORPAWR�° Nq.TSMRN IL�SDAI6T RA6Nx STA'LWm Pt°LYAIM61ff�1 WNLrgI _1�i- -JAL- -y4_ NgvSNrza L"as FREPsuumx�Ane.TalalHEFw x(L1i0fH Iu.FIP,RFA'E � � - IBIATCN K"([IDLL!!lR E6 HlAigG-TO HINIM WIMLL rfPAIIB:lTM11g41W BSTH3AM1B311dLlgG ur rin.ur � urnl rrnuu - —L`_ .. _yr 6AM1"LWBOS R"IA�R°HCwCo.HUbIHLbT6W°WOO1 Y'olAittS MXEIAYt1G bIMSe NDfMFAN6mASA181Nr9txNx KTfKIbH RgFLT NYb --a-- x ba aPR ueaos eP.�x4PWx"Rure KADILLAK wn"Tsnn PLAN NEW aeww"m a Anxx.a I MaI�iMTPEVYB PNYLbWY-NFASa R[38iroN"IIN113CASAlLwTirLWHWTg6 1 e gIL TALK MIitN R1PSlAttN-PI IL(LCl CP SRE(ODIIIxb NYlMIL RM fx£Ax 1N:MA°FALrUBG5.Nt11.L 4r 5Y91B°MR lt19W roACl�f5mAbrt YN51BM19t rlt[ALYs Kx 9PHt RnR4lIHi lbLVlAi,o, mm �� � -� _ N®laleL-srsrersnarLeTa3wMrxrraaxNareLrol°NMarelewxn»vtsrcE ragemLv�2amrvAlemcxNlarorETAxtuMn ADDITION �"-a SARTiP./FPW[6.WaaR9avaD iHtla6T8l9 Te,I.egma.D�Tav ah Tma f4O1FGBK LO.HLPwAc6w61AHeID A'a AilmMleK FilcAmld nNl IL�y� I� °ooI11O61M1WK50R1(f ttx MNgIID IQMTLNIW1 PA18 MO PAJICLT IW.M wl�CNmY •E• •"• -' ve d{� rrn- Re Od M ! Lnloa Od iW�Nx.4rl. O -nwrasr n e.r�a�. 'I I'kT R�IIIMV _1� +� wAp� H m o r. E�x �'� �"" ,,•„;'"� `�-:!� � 13M®®`®®® re I/A SEPTIC SYSTEM IS]®®®Coco" AND DETAILS 3 � H06At �A HIYd• ®®®®®® 94E�e. SERONA-AWEW d♦� F wu" v dlwdlP, ma/n SECHON a•a VIEW —'1 H TYPICAL FUJICLEAN 700 GPD TREATMENT UNIT MODEL CEN7 DETAIL /.1 TYPICAL FUJI MAC BLOWER MODEL CEO DETAIL ,�_ PROFILE THROUGH PROPOSED MAIN HOUSE SANITARY SYSTEM �a�„B,AT,Q,, .� ` LQJIW Il.181 ________________________ C-100.00 !LN>:3,♦•_I•� ��Nxa _ rLNG I�._l•� >a o= °OF NEWj PAtB 1>l S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):35.1 MON. '70-0,le 00 ��l/ �•'l LAND N/F OF �� �� 6J 70-9 '7 �O DOREEN SIDOR �O� 9p G� 0 �'o CONC. FOOTING �9 3 #775 2c, FOUNDATION LOCATION DEC.20,2023 ELEC. METER U.P. �, \ �6 0 646' `n _ `j 0 E C 2 9 2023 � ) � LAND N/F OF Q r CAROL FORESTIERI FAMILY TRUSTQVt� OA . VIRGINIAMEMOLI D� 9GF� MON. •�- 1. �lj• G BLOCK CURB BEL 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO158H LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS EFFECTIVE 09/25/2009 AND OR DATA OBTAINED FROM OTHERS AREA:11,105.8 S.F. or 0.25 ACRES ELEVATION DATUM. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777L£COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 517 5�-f SURVEY OF.DESCRIBED PROPERTY CERTIFIED TO: JOSEPH KADILLAK; MAP OF: i FILED: DOSITUATED AT..SOUTHOLD �T TOWN OR SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC SUF� Professional Land Surveying and Design P.O. Box 153 Aquebogue, Nex'York 11931 FILE S 223-183 SCALE:1"=20' DATE:DEC. 20, 2023 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX(631) 298-1588 LOT:AREA = .11;060 SQ: FT. 0.254 acres oN� (mu CREEK) PRSHPMOMOOUE P S 45'27'42"E S 41'54'15"E 6 26.14 244.29 2++E a (tie distance) S. 5T 55 2 n,9h tide Gn. we conc footing \V conc:wa J \ rocks CON wall X metal fence in conc: -wall FC X_FG 7'W a n fd O.5.W masonry N mor stoop �y 28.3' W � outdoor ,� f STY. r:R � shower N DWELUNG 5.6 8.5x4:5' _.j , Z.W Q 5.6 V io. . O: 21.7' 28.3' cd: .ce 23 6, 2 J Mason stoop Lu 'w . O � � fr shed on N (C conc. pad 2 O bluestone Z / drive R�75.00' 6 6 2.�0"V� L`53.54 i r o ��� DRIVE. pale CI 41P Moo THE'E70SIENCE OF RWff OF WAYS-AND OR EASmENTS OF REC OFA_IF ANY• Nor SHONN ARE NOT.OUARA ma. /. THE OFFSETS (OR:DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY _ 'V LINES-ARE FOR A SPECIRC PURPOSE:AND USE AND.T ARE.NOi JOB No. 21=215 FILE No. 1062 F "KrENDED TO,CUME THE EREanoN OF CES,FEN RETAmm WALLS. POOLS..PATIOS, PLANING AREAS.ADDMON 7o•BUILaNGS OR'ANY OTHER.CONS RUCs".. SURVEYED FOR JOSEPH KADILLAK lR1AUi}NOR12ID ALTERATION ORADDIIfON 10'TFflS SURVEY IS A VIaATKNN OF SECTION 7209 OF T14E NEW YORK STA7E EDUCA;7" LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS.BEHALF To THE ME COMPMNYr,Lr'WM NLLENTAL SITUATED AT-SOUTHOLD AGENCY AND LENDING INSICnnTON LISIED HOOK AND TO THE ASMEES OF THE. LENDNG Imo+. GUARANTEES ARE NOT TRANSFERABLE 70 ADOMONAL INsnnUIONS OR SUBSEW1ENC:OWNERS TOWN: OF SOUTHOLD, SUFFOLK COUNTY, N.Y.. OOPIEs OF THIS-SURVEY MAP NOT BEARING THE LAND SURVEYDR•S-INKED SEAL.-OR SCALE 1" 30' DATE 10-11=2021 E]IBOSSED SEAL SHALL NOT.BE LD CONSIDERED.To BE A VA TRUE COPY -FILED MAP No. DATE CERTIFIED ONLY: TO: TAX MAP No. 1000-135-3-35.1 DISK 2021 JOSEPH-KADILLAK. FIDELITY NATIONAL TITLE INSURANCE COMPANY HAROLD F. TRANC:HON JR..P.C. RoundPoint -MORTGAGE SERVING• CORPORATION LAND. SURVEYOR ISAOA/ATIMA P.O. BOX 618 1866 WADING .RIVER—MANOR RD. WADING RIVER, -NEW YORK, 1179:2 HAR LID F. TRANCHON JR. PENNLLICNo, 04899E 631-929-4695 LOT AREA = 11,060'SQ. FT. 23-173 0.254 acres (MILL �gHPMOMp00E POND S.4527'42"E 26.14 S 41'S4.15"E 5T5522.e, -do'49.96e �{a distance) 24.29 S 1iA9 o footing eon cone wo conc wall rocks-\ F'ETdA ZONE AE � metal fence in BfE 6� �R j cano. wall 0.�•K, FC / FERN ZONE X � �a0� mon 0.5'W ?p landing tl� VN�ii 5.6. CO ro '0 iv O O / A 'a 2 STY� '� I� unit DWEWNG �r Wyid 5.6; a� SANITARY DEMENTION T �I 0 undergroundoh 216' 28.4 OA 236• �S�' l� O Propane wat cba POOL HOUSE A HO . AUG f� line A t1.� /+ J burried rt e lie ST—t ou� p ST 1 17' 30' J ���[• W I.J ptanke t4• h .� DB 1 24• 35' J O r p o ' 08-1 IP LP 1 W. 41' �l�trp O O gener— 2 th otor p LP 2 23' 42:5 �rp�� 9®�'Aart Q' iy 14' t UP SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, �' n({ a,j APPROVAL OF CONSTRUCTED WORKS FOR of 011a,�gp� overhead. fr bed on Ln Z ASINGLE FAMILY RESIDENCE ofa OZ electric 110 con.Z.ad Data—15'0j' . H S Rol Na._N'�� Z •✓driV Tha uwxaE WONIaMraio„apaylaGllt'e,allaq btafon Aa.e lice ` �. �,weaeaaa�o.«nrKe e,mA oewn�xm oaxr,vaaoa„w m�aa / 75.0 mao aalbado•r�oaAwaiwuu or_eeuRoaas. Ab Z�0"a R_53.54�m�rr bdC' a Ta ttwV—e.cHUT' . N 6g2 �le GG,� pRIVB � o,�o•a,wa,Ia.an„naaae.m,m . s po NOTE: SANITARY SYSTEM, WATER SERVICE and PROPANE TANK LOCATIONS BY OTHERS. 8-1-2025 REVISED, PROPANE TANK LOCATION and SHOW POWER LINES 6-20-2025 LOCATED BUILDING and FINAL SURVEY 9-26-2023 PLOTTED FLOOD ZONE LINE THE OFFSEM COR.DIYETNOS)SHORN HEiEOT FROM INS STRUCRIM 70 THE PIIOPENn'UNES Ala MR A SPECIFICPURPOSE AND USE AW THE7EFORE ARE NOT JOB No. 21-215 FILE No. 1062 F MENDED To WIDE THE ERFCNO!OF FENCE%RE7NMTaC VIM A POa.R PAMOS• PINODFD AREAS.AOgilal To WLDINGS OR AHY OTHER casTRUCDON. SURVEYED FOR JOSEPH KADILLAK uMU1MOagD ALTERATION OR ADDITION W TIES SURMT 99 A VIOLATION OF SECnON 72oe OF THq NEY Y=STATE EDVGHON UAW. _ OL,RA mEs Rm mm.HEREON SNAU.RUN•ONU'TO THE PERSON FOR WNW THE SURVEY s•gHFPAR D,AND ON HIS BEHALF TO THE TnLE COMPANY,mFevaFxrAE SITUATED AT SOUTHOLD AGENCY.AND IETIDOG eb7nUnON USTFD HEREON.AND TO THE ASSIGNEES OF THE Lems mmuenom.DuARwm ARE Nor 7RANS mvaE To AmmmA.Usm^^las TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OAANES. COPIES aF THIS sa"MAP Hm mm,a THE Eam suRveron uacn ga.OR SCALE 1" = 30' DATE 10-11—.2021 EMBOSSED SEAL SHALL NOT EF.•CON0ERED To aE A VALID TRUE COPY. FILED MAP No. DATE CERIIFlED.ONLY.:;TO Ate Ott NE6y TAX MAP No.1000-135-3-35.1 DISK 2021 q�q'4 �bc HAROLD F.TRANCHON JR. P.C. a LAND SURVEYOR _? P.O.BOX 616 ' 1866 WADING RIVER—MANOR RD.WADING RIVER, ` ^ NEW YORK,1T792 08 C. 0.048992 631-929-4695 HA OLD F.TRA R��p UC.No.2115—E 1 , i rr r . r ""TEVE AFFELT 'A "a" r Ll n / 4 yy r , e r s v% i i r' "10 " Ugg." I VS r r, , i „ r , r .., .: ., r; %3at'r , , , • 631 PHONE 553-6333 ........ "Al j6z ARAO"" HITECT PO BOX 7 2 y, . E , r. ff i , 939 6RE�T, REB , R, �A NY" NEW 775 ' L 'S >„ :�: RIVER 73q / , , „ , IVE T R10 N r / CONSULTANT: DRAWING' INDEX SCOPE OF WORK: DESIGN CRITERIA CE DWG. NO. DRAWING TITLE INITIAL ISSUANCE RELATEST SION NO. &DATE PROPOSED 5ECON0 FLOOR ADDITION ATOP FOOTPRINT OF EXI5TIN6 FIR5T FLOOR. (1) NEW BATHROOM(0) ADDITIONAL BEDROOM5.TOTAL OF (3) BEDROOM5 BUILDING PLANNING- DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 - _ UPON COMPLETION. GROUND SNOW LOAD: 45 PSF EXTERIOR BALGONlES 60 � G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 - - G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 _ - ZONING ANALYSIS FLOOR DEAD LOAD: D DEGK5 40 FIRST FLOOR LIVE LOAD: 40PSF PASSENGER VEHICLE GARAGE 50 G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 _ _ SECOND FLOOR LIVE LOAD' 30 P5F ROOF DEAD LOAD: 10 PSF ATTICS WITHOUT STORAGE 10 ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION, NY 11939 ROOF SNOW LOAD: 30 P5F ATTICS WITH 5TORA6E 20 ARCHITECTURAL BLOCK/LOT: 1000-135.00-03.00-035.100 BA510 WIND SPEED: 130 MPH ROOMS OTHER THAN 5LEEPIN6 40 A-100.00 FOUNDATION PLAN & FIRST FLOOR PLANS 10/12/22 - - WIND EXPOSURE CATE60RY: B ROOMS SLEEPING ROOMS 30 ZONING DISTRICT: R40 5TAIR5 40 A-101.00 SECOND FLOOR, ROOF PLANS & DETAILS 10/12/22 - - SEISMIC DESIGN CATEGORY: B 60ARDRAIL AND HANDRAIL 200 ZONING MAP: EAST MARION WEATHERING AREA: SEVERE A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 - - PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPTH: 3'-0" 01+1 OF 5TRIA:T. WIM A-300.00 BUILDING SECTION AND DETAILS 10/12/22 - _ NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY TERMITE AREA, MODERATE TO HEAT 11�RA& ,qi 1 nfiotAA1 F f71 �T1�1#1 DECAY AREA: SLIGFIT TO MODERATE RAFTERS W/SLOPE GREATER THAN 3/12 WITH NO FINISHED CEILING UI80 A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 - - CONSTRUCTION CLASS: TYPE V-WOOD FRAME WINTER DE516N TEMPERATURE: II A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 - - ICE SHIELD: REQUIRED OCCUPANCY: RESIDENTIAL, R-1 FLOOR HAZARD: YES IN FLOOD ZONE INT. WALLS � PARTITIONS H/180 U PLOT PLAN ALL OTHER STUGT. MEMBERS FLOOR5 d PLA5TERED CEILINGS P, LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5qq 240 MEAN ANNUAL TEMPERATURE: 50 LOT AREA: 1 1,105 (70'X 142') NYS CLIMATE ZONE: 4 EXT. WALL5 W/PLA5TER OR STUCCO H/360 DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE FEMA FLOOR ZONE: WA EXT. WALL5,WIND LOADS W/FLEXIBLE FINI5HE5 U120 EXT. WALLS,WIND LOAD5 W/BRITTLE FIN15HE5 �4O PLUMBING RISER DIAGRAM GENERAL REQUIREMENTS PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES STRUCTURAL CALCULATIONS . YARD REQUIREMENTS LOT WIDTH 70'-0"+/- 100'-0" 70'-0"+/-NO CHANGE EXIST NON-COMPLY ROOF E9&2rz OMN5 aim FRAM" LOT DEPTH 175-0" 142'-7 142'-7"NO CHANGE EXIST NON-COMPLY REQUIRED 5PAN - 1211 -- 57 5 ODOR. 15T5 LUMBER -DOU6-FIR #! THRUST FACTOR - I Ll.'."4BER - SAWN 2Xi0 F.J.'S ® Ib" O.G. ;rl REQUIRED FRONT YARD 35-0" 52'-2" 52'9-3/4" YES WIND FACTOR - 0.87 MAX. WALL HE16HT- &'-0" REQUIRED 51PAN - 12'-7" r - -1 � REQUIRED SIDE YARD (280-46) 10' MIN,25'TOTAL 21'-9"; 45'-4"TOTAL 24'-9"; 57'-5"TOTAL YES SLOPED ROOD ADJU5TMENT- I U5E 2X6 5T ® I6" O.G......OK 21 - I LUMBER - 5AWN 2XIO R.R.'5 @ lb" O.G. UD TABLE 3.14 - MIN. PANEL THIGKNE55 = 7/I6" REQUIRED REAR YARD (280-46) 35'-0" 36' 1-1/4" 36' 1-1/4"NO CHANGE YES WIND LOAD 5PAN - 1238 X .87 X I =.......OK B&I 5EEAIM MIN. HEIGHT REQUIREMENTS 5NOW LOAD 5PAN - 1235 X I = .....OK SHEAR WALL MIN. PANEL THICKNE55 = 7/16" MIN. BATifROOM SHEAR WALL5 A5 PER wFCM 3.4k2 LA N6 TI MAX. ALLOWABLE HEIGHT (280-46) 35'-0", 2-1/2 STORIES 16'-1 1"ONE STORY 26'-1 1",2 STORIES YES 9= - A�� PER WFGM 32.1 NO. DATE DESCRIPTION FLOOD ZONE ZONE AE (EL 6) WA....OK Ialfi of OB/2b/22 155UED FOR REVIEW SECOND FLOORU REQ. #OF SD COMMON NAILS IN EACH END � EQQE Tull �• I?) 02. 10112122 ISSUED FOR FILING ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRIC Panel Thickness - I/2" Mtn. � #OF 6D COMMON NAILS IN EACH RAFTER J015T TO TOP 5T AP = 6 MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 PLATE CONNECTION = 4 21 Tr__ EN OF NYS. , I�,IFr n 20 OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION Nail Spacing for 8d Common Nails #OF 8D COMMON NAILS IN EACH r IT HEN Location Edges Feld END OF 11/4"X 20 6A. STRAP = 3 KA5HER ��, I 4" Per. Edge Zone 6 6 BATHROOM TAM interior Zones 6 12 Qycgmtrz d=QQM WALL Gable End Wall Rake 4 4 HE16HT- &' VENrE N D� _ WIND 4,360 L05. 5E15MIG 2,400 1-05. FIRST FLOOR LIJREQUIRED 5PAN - 12'-7"LUMBER- 6RAVE C,0 , ol� " co sRArj USE X8@ Ib"O.G. ....... OK SITE PLAN 1 " = 20 '-0" M11LL CREEK) ()1j1E 90VAV BUILDING FLAN REVIEW NOT: OHO S 4627'421' . 41*54'15"IE TRUSS PLACARDING REQURREF, APPROVED AS DOTED L Oro BASEMEN ) 6.14 1DATE:,���B.P. CIO " line (tie I IS QI C I�E �tb BY: S 5J+�55 19h aide All exterior lighting NOTIFY BUILDING DEPARTMENT AT Cone footing installed,replaced of 631.765-1802 8AM TO 4PM FOR THE repaired shall conform FOLLOWING INSPECTIONS: �� � �� � ry~�� 1. FOUNDATION-TWO REQUIRED coD aI! N5 x to Chapter 172 FOR POURED CONCRETE rcacl� of the Town Code 2. VOUGH-FRAMING&PLUMBING 3. INSULATION metal fence in � � � 4. FINAL-CONSTRUCTION MUST cc�rac. wall '` FC N_ BE COMPLETE FOR C.O. -_ 0.7'W O) ,,,.,, ALL CONSTRUCTION SHALL MEET THE FC N C1.5• t REQUIREMENTS OF THE CODES OF NEW n o masonry YORK STATE. NOT RESPONSIBLE FOR stoop AREA OF DESIGN OR CONSTRUCTON ERRORS 2ND STORY �. "` 24'-1 I/2" : :::: ......:•:::::.::: BALCONY PLUMBER CERTIFICATA �' .:.. ................�.. ON LEAD CONTENT BEFORE= outdoor � 33,13�4, �.,. shower' � CERTIFICATE OF OCCUPANCY OCCUPANCY 0R sh 8.5ower' 5. AREA OF 2ND STORY SOLDER USED IN WATER to td SUPPLYSYSTEM CANNOT USE IS UNLAWFUL PROJECT NAME: w ADDITION EXCEED 2J10 OF 1%LEAD. WITHOUT CERTIFICATE U-1 5.6 OF OCCUDl KADI LLAK ice 3r - 26-4 3/4" 32_8 �` ALL LUMBIBG WPLUMINASTE m sonry y &WATER LIMES hECD stoop w TESTING BEFORE COVERING Ljjtt"j COMPLY, WITH ALL CODES OF TTREET ADDRESS: 775 MILL FRET MARION Uj 0 LZ NEW YORK STATE & TOWN CODES cr. ., shed on m tAlavtpr ✓tfanuals AS REOUI ED AND CONDITIONS OF NEw PORK fr POSTAL GORE: IIg3q Crane- pad NC'q ,��� ��r per SOUTN4tOTOt,«�A LOTS 1000-135-03-35.1 n co =0 r;I rMr Cody: SITE NUMBER: N/A TITLE ' T 0' 10' 20' 40' N,Y.S.VC Iluestone ZC'"o'.Tr'+ "' DWG z .- drive 1 = 20'-0" b ��r I n� _ RETAIN STORM WATER RUNOFFPLAN ° R-75.0 ' ��svi �"C 41 mod ' PURSUANT TO CHAPTER 236 OF THE TOWN CODE. SEAL 4 5JC7 PROJECT NUMBER: 2022-0021 INITIATED DATE: 03101122 ��5 JtiN B �4p � DRAWN BY: 55A IT O•a, CHECKED BY: SBA p , DRAWING NUMBER: -Q" 0376� �=� TF O F N E B PAGE: I OF q NAJLINS sTRAPPI� AT RAFIFR To RICE WM elgM CalINO ZE& (REQUIRED FOR ALL NEW CON5TRUGTION AND/OR NEW ADDITIONS) TYPICAL Rif?6,E 5TRAP U5E 51MP50N G516 IN" F E LT NOTE: FASTENING RECOMMENDATION5 FOR SIDE-LOADED, TABLE 3.13.1 _NAILING 5GHE0ULE/FRAMIN6 t SHEATHING ALL STRAPPING TO BE I-I/4"xib GAUGE 51EEL OR 'S1MF'SON' 5TRUGTURAL R106E U5E 51MP50N L55910 MULTIPLE-PIECE MEMBERS ST "- vE AF EQUIVALENT- C516 (COILED STRAP) ALL COIL 5TRAPPING TO ILNO JOIST HAVE A MINIMUM OF 12" BEARING ON WALL STUDS (ALL �� RAFTER NAILED' ElOL1Et3 BUILDIN6 ELEMENTS #OF COMMON NAIL5 #OF BOX NAILS NAIL STAG►NG NOTE: FOR CATHEDRAL CEILING AT SLOPING _ _ _ _ _ STRAPPING SHALL BE INSTALLED A5 PER MANUF. SPEGR) I�, S OR RAFTER TO HEADER GONNEGTION SIMPSON' EDA r 2 t I6a HeoW lea RovNS • Rp►y515• RRDWLZ)�' ROOF FRAMINGn--MITE 'T PROVIDE 5IMP5ON'L55U2& 5LOPEABLE HAN6ER. I O`' IO2"�0/,. . o I O.C.° � ocL5T® 4 o 121 .C. " •6'oc. RAFTER TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER RAFTER A MOO kmo ALL 5TRAPPIN6 To BE @ I6" O.G. ALL CONNECTORR IN o dol rs CONTACT w/P/T WDOL� SHALL BE FINISHED w/ `IMAX' P05T 1N ADDITION To STRAPPING® RIDGE. OP �"� HOT-DIP GALVANIZED OR 5TAINLE-55 STEEL. BEAM SELECTION w/ STD. NAILING AS NOTED IN NOTES 7&8 CLC. J015T TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER J015T PHONE: (631) 553-6333 AT RAFTER TO TOP ELM TO 57LV T10N Zx STIA 1. TOP AND BOTTOM ROH5 SHOULD BE 2" FROM E06E5 GL6. J015T TO PARALLEL RAFTER- FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qa EACH LAP PO BOX 762 'SIMP50N HRA 2. BOLT HOLES ARE TO BE THE 5AHE DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" GL6. J015T LAP5 OVER PARTITION - FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qo EACH LAP CREAT RIVER, NEW YORK 1173cl NAILINQ NOTE, ALL CLIPS +E STRAPS GAN BE MOUNTED FROM THE TOP AND BOTTOM OF TI-E MEMBER. EVERY BOLT MU5T EXTEND THROUGH THE FULL PRESCRIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A° 6ALV. To BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, THICKNE55 OF THE MEMBER. U5E HA5HER5 UNDER HEAD AND NUT. COLLAR TIE To RAFTER - FACE NAILED 5EE TABLE 3.6 5EE TABLE 3b PER TIE 2-IOd EACH END NAILED AS PER TABLE: 3.45 $ 3.6A (RID6� 3. FORAGER EACH ROW of FR Tf�ERS BY 12'. BLOGKIN6 TO RAFTER - TOE NAILED 2-8d BUT NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.46) 4. FOR ATHREE-PIECE MEMBER, 1T-IE SPECIFIED NAILING 15 FROM EACH SIDE. 5. FOUR-PIECE MEM13ER5 5HOULD CNLY BE USED HHEN LOA05 ARE APPLIED TO BOTH SIDE OF RIM BOARD TO RAFTER -END NAILED 2-16d 3-!bd EACH END ALL MANUFACTURED FRE-FORMED &ALV. GONNECTOR5 TO BE THE MEMBER. CONSULTANT: NAILED IN 5MCT ACCORDANCE HITH MANUFACTURERS ALTERNA b. VALUES FOR NAILING CONNEGTIO)N5 MAY BE DOUBLED FOR 6"O.G. OR TRIPLED FOR 4" O.G. HALL FRAMING INSTALLATION REQUIREMENTS $ INSTRUCTIONS sl IM M( MTsiG A PIA NAIL STAGING. GR 57D. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: TOP PLATE To TOP PLATE - FACE NAILED 2-I6 2-ib PER FOOT AT STiA TO f=L010R A Y TO 511JD TION 7. 2 ROWS OF I6d COMMON NAILS(2 O.0) FOR DEPTHS 12 OR LE55 TOP PLATE5 AT INTERSECTIONS - FACE NAILED 4-I6d 5-I6d JOINTS- EACH 51DE (ONLY APPLICABLE FOR TWO-5TORY CONF16URATION5) IM pOARD &. 3 ROH5 OF Ibd COMMON NAILS (12" o.C) FOR DEPTHS OF q" ", I618". FOR STRAP- (4)8 D COMMON NAILS AT ��• STUD TO 5111D - FACE NAILED 2-16d 2-I6d 24" O.G. HEADER TO HEADER - FACE NAILED I6d I6d 16" O.G. ALONG ED6E5 EACH END OF STRAP sIMPSON' 6516 FOR ALTERNATE (14) 10 D COMMON NAILS FOR TOP PL. OR BOTTOM PL. TO STUD -END NAILED SEE TABLE 3.5E 5EE TABLE 3.5a PER 5TUD � � STRAP GONFI6URATION - EACH RTRAP(TWO STRAPS TOTAL) 51MP50Mr 6516 BOTTOM PL. TO FLOOR JOIST,BAND J015T OR BLOCK-6 - FACE NAILED 2-16d 2-Ib PER FOOT FOR 2ND FLOOR 5HEATIN6 TO OVERLAP FIRST 2x RIDGE Two Rows mrzEE Rows oL.�" 06. FLOOR FRAMING �" ADDITIONS - (4)8 D COMMON NAILS AT ALreRNAre 'SIMPSON' I1AM7 AT 5TW TO FLOOR ASSEMBLY TO Roo ° 2x sTI,D p ° p p J015T TO SILL, TOP PL. OR GIRDER - 70E NAILED 4-8d 4-I0d PER J015T SILL PLATE 1en�(.TIOAI 640AR TIp p p p ° BRIDGING TO JOIST- TIDE NAILED 2-8d 2-I0d EACH ENDFOR STRAP- SECOND FLOOR S1U05 BY MIN. 12" O O p O EACH END OF STRAP HRAP BLOCKING TO J015T- TOE NAILED 2-8d 2-I0d EACH END 5TRAPPIN6 UNDER SILL PLATE 2x STUD Two Rows za" o�. sraOr� TWO ROWS e" 0/1. BLOGKIN6 TO SILL OR TOP PLATE - TOE NAILED 3-I6d 4-I6d EACH BLOCK AT STUD TO FLOOR A }'�O 5lI „�'j,�4TErTION Ase PLA (SLAB ON GRADE ANL)/OR GARAGE WALL APPLIGATfONS) - 0 0 0 o a © © 0 0 o LEDGER STRIP TO BEAM- FACE NAILED 3-I6d 4-Ibd EACH J015T FOR STRAP- (4)8 D COMMON NAILS AT L - - - - o ® 0 0 0 0 0 0 o JOIST ON LEDGER TO BEAM- TOE NAILED 3-8d 3-I0d PER JOIST O BAND JOIST 70 J015T- END NAILED 3-Ibd 4-Ibd PER J015T EACH END OF 51RAP WRAP PLOT PLAN 5TRAPPIN6 UNDER SILL PLATE A RIM BOARD 1. NAILING REQUIREMENTS ARE BA5ED ON 5HEATHIN6 NAILED 6" O.G. AT THE PANEL E06E. IF WALL BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-Ib 3-I6d PER FOOT I. SHEATHING 15 NAILED 3" O.G. AT THE PANEL E06E TO OBTAIN HIGHER 5HEAR CAPACITIES NAILING sIMPsON' Gs� RE VIREMENT5 FOR 5T RUGTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE cONNEGTOR5, SUCH A5 ROOF 5HEAT HIN6 PRE5CRIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A. &ALV. TO BE NAILED A5 PER TABLE 3.4B d 3bA (RIDGE) ILL PLATE SHEAR PLATE5, SHALL BE U5ED TO MAINTAIN LOAD PATH. I 2. WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF STRUCTURAL PANELS 8d IOd SEE TABLE 3.10 i f=a,NDATIPN WA-6--\ NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT DIA60NAL BOARD 5HEATHIN6 ALL MANUFACTURED PRE-FORMED &ALV CONNEGTOR5 TO BE NAILED IN 5TRIGT 3. CORRO510N RE515TANT II GAUGE ROOFING NAILS AND 16 GAUGE 5TAPLE5 ARE PERMITTED, CHECK Ixb OR !x8 2-8d 2-IOd PER SUPPORT ACCORDANCE HITH MANUFACTURER-5 INSTALLATION REOUIREMENT5 d IN5TRUGTION5 113C FOR ADD►TIONAL REQUIREMENTS. NOTE: FOR ROOF 5HEATHIN6 AT 6ABLE AND RAKE OVERHANG, PROVIDE NAILIN6® 4" O.G. IxIO OR WIDER 3-bd 3-I0d PER 5UPPORT NTT3ZILR zae MO ,AEffi �f SPRINKLM5 5YST� 4 CARBON MONOXIDE ALARMS �"cM ceNrT3R G 6 SHEATHlN6 8313: ffl=� Zx Srt� �.n: n aH G GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 51MP50N' G51 NA N AS WALL 5HEAT HIN6 (.4 FEET W®E FRaA WALL SILL PLATE , k HOOD 5TRUGTURAL PANELS 8d IOd SEE TABLE 3.11 F=2W,=M2LjLRMAj=ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN fi. ACCORDANCE WITH UL 211 AND INSTALLED IN ACCORDANCE W"THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD EON F113D:� � FIRE WARNIN6 EQUIPMENT PROVISIONS OF NFPA 12. ,¢;' Aw RTRUGIURAJ FIBERBOARD PANELS adJDATIaJ WALL `' '•r`�. 1112" it 6A 6ALV ROOFIN6 NAIL - 3"ED6E/6" FIELD 4005EHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 11 THAT INCLUDE SMOKE ALARMS,ORA " CO 13IMA71ON OF 5MOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES IN5TALLIED A5 REQUIRED BY THIS SECTION .; ON GHLT� 25/32 It 6A 6ALV ROOFING NAIL - 3" EDGE/6" FIELD -• 4 .tia�r- �Ex b' :.- ' FOR SMOKE ALARAf5,SHALL BE PERMITTED.THE HCUSEOID NFIRE ALARM(SYSTEM WALL PROVIDE THE SAME LEVI-7_OF r.:.x 1`ElD: p."ON Gf3•ti@t '�•'+. ,_..'- " " SMOKE DETECTION AND ALARM A5,REQUIRED BY THIS 5&TION FOR SMOKE ALARMS IN THE E VERT OTHER FIRE :`; ,, �';,�, s .r} 6YP5UM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE/10 FIELD -" x„. 7• ''° HARDBOARD 5EE TABLE 3.11 SGRIPTION ALARM PANEL 15 REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL STATION. - `:?i:a :'fit •:c... .5y�•.. 8d 8d ''`' NO. DATE DE SMOKEPIS OM SHALL BE INSTALLED IN 1»FOLLONN6 LOCATIONS, I.IN EACH 51.lEEF'IN9 ~� y PARTIGLEBOARD PANEL5 &d &d 5EE MANUR 01 08/26/22 155UED FOR REVIEW IN5 RO 2.OUTSIDE OF EACH SEPARATE SLEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIAGONAL BOARD SHEATHING 02. 10112122 155UEO FOR FILING 3.ON EACH ADDITIONAL STORY F TE OWELLIK IrALVM BASEMENTS AND CL31AR5 BUT NOT INC VIDIN6 GRAWLSPRZ-5 AND UNINHABITABLE ATTICS.IN DW8I.I1I65 OR VelI LIMO UNITS NTH I x6 OR I x& 2-&d 2-I0d PER SUPPORT SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON TIE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL ROOF 91EATHINO AND WALL 61IF-AMINO ATTA(,HMENT DIAGRAMS IxIO OR WIDER 3-8d 3-10d PER SUPPORT PROVIDED THAT THE LOWER LEVEL 15 LE55 IRAN N OW FULL STORY BELOW THE UPPER LEVEL. NYS RES. COGS Res 1 dent I a I Code of NYS M. RVII(15) FLOOR 5HEATHIN6 WHEN MORE THAN ONE SMOKE ALARM 15 REWIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DNE LINO UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT TIE T I(�� 5TRUGTVRAL PANELS ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. " "" 2M &P ME PIM THE ALARM SHABE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BAGKGRODUD NOISE LFAE.5 LL AUD I" OR LE55 8d IOd 6"E06E/12" FIELD NTH ALL INTERVE"I"6 Dnoa5 CLOSED. H"'IMA`' STA GREATER THAN I" IOd Ibd b"ED6E/b" FIELD AGRn.afMU WAME STY GA"PLASM PSE A574 D 2W AsrM F bar cm emu DIA60NAL BOARD SHEATHING INTERCONNECTION 15 WT REWIRED WHEN SMOKE ALARMS ARE PERMITTED To BE BATTERY A5MW5<Z4W Pff AST"0 425 OPERATED N ACCORDANCE NTH SECTION R3I3.Is OlW4WN PR'E ASTHA 741OWS M,A5T"A W Ixb OR !xb 2-8d 2-10d PER SUPPORT IN M54 GO5TR(.GTIOr,THE REWIRED SMOKE ALARMS SHALL.RECEIVE THEIR Ga�Go"s051M AM DWV WRV"40 F5 Pmr H50Lm) Asr"F Mes IxIO OR HIDER 3-8d 3-I0d PER SUPPORT PRIMARY POWER FROM THE BUILDING NRIN6 WHEN SUCH NRIN615 SER`vW FROM A COMMERCIAL SOURCE,OR AN ON-SITE GGot=W C.c FMM AM VWSGEM 40 P5 PPE rZ1AAR G 1 'fir F KM EL CTRICAL Po;,M SYSTEM AND I+EN PRIMARY POWER I5 INTE M PTT D,SHALL RECEIVE POWER FROM A BATTER' SECTION R311: EV& OF Eff= COPXII ww wwosm Pvr,DHv a emz 4o m Pm T ASTM r 14" BACKUP.NRIN6 SHALL BE PERRANENT AND WITHOUT A DISCONNECTING SNrCH OTHER THAT TH05E REMIRm FOR IMM MR29ALAL OVERGURRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO BE ON AN ON-SIT ELECTRICAL POWER SYSTEM OR Gds t sttr r,G o►A�saeztr 4o ms Ps r F03iuAR cGRPU ASM r HO�,ASM F eai IN BIJILDIN66 THAT VNDER60 RE'AIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE HANDRAI 5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH CONTIW6 RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. corxrRLVW cor+1MTE Pvc rPs-ora,Psu40,P52000 DW ASMr 14ao WITH APPENDIX J. ME=MM HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE 5,OPED PLANE ADJOININ C,TIE TREAD NIOSIN 6,OR FINISHED SURFACE OF RAMP SLOPE,5HHA11 BE NOT caF"R OR COPS AUOr Pier Ayr"a 4a„A57?4 0 502 LESS THAN 34INGHE5AND NOT MORE THAN 38INGHE'5 COPPER ORCOMVlOr7WMAYPPK,K1„"i."GR MV ASTHDT,ASTMa38,ASH 5254AMM 644t BUILDINC PLAN RYI N NOTE: MU �j,HANbRAlLS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT;FROM A POINT DIRECTLY ABOVE THE TOP RISER POMBIN PGE AST"F"G4 05A M3 fXISTIN6 BUILDIN65 UNDER9011,16, REPAIR, Par MM OLORVE P,(a KA61V PFE MW DW MTH D WE A ASM D 2949,GGA 15WA RA ALTERAnOFy GHHANI6E OF OCC.UPAh(GY,ADDITION OR RELOCATION SHALL BE PROVIDED LA NTH SMOKE ARMS AS REQUIRED OF THE FLIGHT TO A POINT DIRECTLY ABOVE TIE LOWEST RISER of THE FLIGHT.HANDRAIL ENDS SMALL.BE RETURNED OR SHALL TERMINATE IN A N>E�. POST OF SAFETSAFETYETDIX J. TERMINAL5.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-142'BETYEEN THE WALL ANBD THE HANDRAILS. 5u SM DRAtr 5Y5rM TYPE 304 4 BLOT. ASPS ARM BY edzmm I.HANDRAILS SHALL BE PLRMfTTED TO 13E IN ERIRUPTED BY A M 51EL POST AT TIE TURN GO BIUSE.C SMOKE AND 4OKECAREN MONOXIDE 2.THE USE OF A VOLUTE,TURNOUT,STARTING FAZING OR STARTINS NNE EL.SHALL BE ALLOWED OVER THE LOWEST TREAD. H22 20% GAt - ALARMS ARE PERMITTED,PROVIDL7J THE ALARM IS LISTED FOR SUCH USE COMBINATION 5N10KE AMD CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 516NAL5 FOR SMOKE OR CARBON ALL REQUIRED HANDRAILS SHALL BE OF OLE OF THE FOLLOWIN6 TYPES OR PROVIDE EQUIVALENT 6RAS'ABILR. (RroWIR D AT EACH BUILDING D r-7A� MONOXIDE ALARM ACTIVATION HREQIIIRLED AT EACH OVERI$AD GARAGE DOOR JAMB) X20 I Ml= QLQEXI AOT HAN9RAILS NTH A CIRCULAR CRO55 SECTION SHALL HAVE AND OUTSIDE DIAMETER OF 1-114 INCHES AND NOT GREATER THAN 2 INCHES.IF THE HANDRAIL-5 Mcdm am ATT ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER PIME?51ON OF AT LEAST 4 INGHE5 AND NOT 6REATER THAN 6-114 INCHES NTH A MAXIMUM(GROSS SECTION OF 6;ZZIRED FOR ALL NEW C045TRUGTION AND SECOND FLOOR ADOPTIONS) 2 J = 2-114 INCHES. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTS 5YSTE45,AND SHALL CONVEY THE M01571RE TO THE rn 6 HANDRAILS WITH A PERIMETER 6REATER THAN 6-114 INCHES SHALL PROVIDE A 6RASPABLE FIN6ER RECD AREA ON BOTH SIDES OF THE PROFILE.THE m%C2.Qzm }" PLATT" OUTPOOR5. FIN6ER RECESS SHALL BEGIN WITH A DISTANCE OF 314 INCH MEAZURED VERTICALLY FROM THE TALLEST PORTION OF TIE PROFILE AND ACHIEVE A DEPTH OF AT (FOR MGRS INPORM,4TION, RB-mqwx ir.(. 2015 RE'SIDENT'IAL mim.11 FIPrt.OGNCIN6) LEAST 5/16 INCH WITHIN 7/43 INCH BROW THE WIDEST PORTION OF THE PROFILE.TH15 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 318 INCH TO A LEVE.THAT 15 MEWIRED FOR ALL NEW C,OSTRUGTION AND/OR N5q ADDITIONS) TH15 SECTION SHALL NOT APPLY TO LISTED AND LABELED COMIDFJ51N6 DXU E55 CLOTHES DRYERS NOT LE55 THAN 1-3141NGE5 BELOW THE TALLEST PORTON OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE REGE55 SHALL BE 1-114 INCHES TO A r 11 c& rym �u MAXIMUM OF 2-314 INGIE5.EDOES SHALL HAVE A MINIMUM RADIUS OF 001 INOR (1=0R EJ6FMEI RD LLMP.+ER [I e. WOOD I-JOISTS] SEENW4j 5PEV 9 FOR ADPMa4AL IWO.) � �& tvn- I.XHAUSr DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUST 4^ TERMINATION 5HAIL_BE IN AGC,ORDANIGE WITH THE DRYER MAN�FAGTURER5 INSTALLATION SECTION R3IIS STAT Y5 IN COFBU5TTBLE COSTRUGTIOR FIFIBLOCKIN6 SHALL BE PROVIDED TO Cur OFF BOTH VERTICAL - SPECIFICATIONS.EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3 FLEET IN ANY DIRECTION FROM AND HORIZONTAL CONGEALED DRAFT OPMIN65 AND To FORM AN ELECTIVE FIRE BARRIER V-0" O.C. (1-3 story) g* � OR • OPENINGS INTO SUILDIN6b.EXHAUST DUCT TERMINATION SHALL BE EQUIPPED NTH A BACKDRAFT DAMPER. SCREENS SHAH. ISI SEnfEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE max. 51MP5oN'PHD6 2-I6D COMMON 12" ' NOT BE INSTALLED AT THEDUCT TERMINATION STAIRWAYS SHALT.NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAILFEI6HT FIIREEILOGK1146 SHALL BE PROVIDED IN WIQ7D-FRAMED CONSTRUCTION IN THE FOI.LONN610r:AnONEn NAILS 0 W O.G. AMD BELOW THE REQUIRED HEADROOM W16HHT HANDRAILS SHALL NOT PROJECT MORE THEN 45 INCHES ON EITHER SIDE OF THE THE VINETL'T:OF ITE EXHAUST DUCT%ALL 1E AS REWIRED BY THE CLOTE5 STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLIVIN6 TREADS AND LANDINS, I. IN CONCEALM SPACES OF STUD WALLS AND PARTMONS,IN AJON6 FURRED SPACES AND DRYERS LISTING AND THE MANUFACTURERS INSTALLATION IN5TFWTIONI5. SHALL NOT 13E LESS THAN 315 INCHES WERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE P ' EROWS OF STUDS OR 5TA661 RED STUDS A5 FOLLOWS. BLOCKING MW ZM=21M PFROODED ON BOTH SIDES. I.I. VERTICALLY AT THE CEILINS AND FLOOR LJ ELS. 0 L ENPKAL TIZANL5ITIOU DUNS SHALL NOT BE tANGFALED WI7IIN G057RUGTION.FLEXIBLE5011 TRANSITION DUCTS USED TO COWLT THE DRYER TO THE EX HAU"T DUCT SYSTEM SHALL 13E LIMITED TO 51146LE MMMTHE WIDTH OF 5PIRAL STAIRWAYS SHAL BE IN ACCORDANCE WITH R3115.8. 12. HORIZONTALLY AT INTERVALS NOT EXC.EEE71N610 FEET 03048 W. 1�fl LEN6T45,NOT TO EXCEED 8 FEET AND SHALL BE L15TEP AND LABELED IN A A50ROANIGE WITH UL 2156A 2. AT INTERCONNECTIONS BETW®N CONCEALM VERTICAL AND HORIZONTAL SPACES SUCH AS , ° • • : e • OGCILZ AT SOFFITS DROP GEILNN55 ANTU COVE GEILIN65. 12" max. V=a2MMM2L EXHAUST DUCTS SHALL BE CONSTRUCTED OF A MINIMUM OF 0016 INCH THICK PJ610 METAL THE MINIMUM HEADROOM IN ALL PAR75 OF THE STAIRWAY L NOT BE LESS THAN b'-8'MEASURED VERTICALLY FROM THE 5L.OPED PLANE ADJOININ6 THE TREAD N1051N C7 OR FROM THE FLOOR SURFACE OF THE LAWNS/PLATFORM. 3. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUU. PLAN PROJECT NAME: DUCTS,HAVING SMOOTH INTERIOR SURFACES NTH JOINTS W.LJMlIN61N THE DIRECTION OF AIRFLONL EXHAUST 17UGT5 SHALL ENGI.O£tD STAGES ILNDER STAIRS SHALL COMPLY INIIIH SECTION R302.7. • NOT BE CONNECTED WITH SHEET WHILE SORE 5 OR FASTENIPI6 I FANS NHIGH EXFEHD INTO THE DI GT. / ' A D I L L A �, 153 STAIR 9 4. A7 oPBNIN16s AROUND VENTS,PIPES,DUCTS,GABLES AND N�AT CEILING AND FLOOR LEVE, WITH AN APPROVED MATERIAL TO RE91ST THE FRET PA5S,A6E OF FLAME AND PRODUCTS OF •• 51NHP50Nt'NDQB THE MAXIMUM RISER HEIGHT SHALL BE 8-114 IW+E5. THE RISER SHALL.BE MEASURED VERTICALLY COMU)USTON.THE MATERIAL FILLING THIS ANNUAR SPACE SHALL NOT BE REWIRED TO M Eff THE ALL WORK SHALL MEET OR EWEEP THE LATEST REQUIRE•fElNTS OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING BETWEEN LEADIN6 FD6E5 OF THE ADJACENT TREADS. THE 6REAT15T RISER HE1614T WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED ASTM E Im REGUIpaeIT5. OR JL2ISDICTIOMN,INNCLIVIN&NEW YORK STATE PLUMBING GORE AND COUNTY HEALTH DEPARTI.OM REFULATION5. ANY WORK NOT SR ECT THE SMALLEST BY MORE TEN 316 INCH. 5. FOR THE FIREfXjDGKIN6 OF CHIMNEYS AND FIRE✓,SEE SECTION R003.1q. 3'SG.x 5/16'WtA51HE25 'SIM P50N'PHD6 4000 TO THE APPROVAL OF THE AUTHORITIES HAVINI6 JURISDICTION SHALL 13E 6OVERNED BY THE NATIONAL PL UMBINS CODE;TIE 2 i END NUT SEWCOUNTY HEALTH DEPARTMETFT,AMD MANUFA:TURERS SPECIFICATIONS AND REOOMMIE VATIONS.ALL DRAINAGE PIPING%HALL BE RLN IN THE MINIMUM TREAD DEPTH SHALL 13E q INCHES. THE TREAD DEPTH SHALL BE MEASURED � J 6. FFIEiLNT O�1�OF A TWO-FAMILY DWE.LIN515 REWIRED AT TIE LINE OF PVC PIPE,SIZED AS SHOWN ON DRANN65 COR AS REWIRED PLU•I31 ED BY CODE PROTECT ANI6 MATMALS FROM FREEZIN6. PITCH ALL HORIZONTALLY BETNffiE J THE VERTICAL PLANES OF THE FOREMOST PROJECRFA TION OF ADJACENT 7M AND AT A R16HT ANGLE r0 DRAINS AMD BRANCH VENTS MIN4TM Foar. NO PIPES,EITHER WASTE,SUPPLY,OR VENT SHALL BE EXPOSED m.EPr AS REWIRED AT THE TREADS LEADIN6 EP6E.THE 6REATE5T TREAD DEPTH WITHIN ANY FLI6Hr OF STAIRS SHALL NOT EZEED THE SMALLEST BY MORE DOUBLE SILL PLATE am AuArdw FIXTURE. PROVIDE INSTALL PIPIN6 REQUIRED FOR HVAC SYSTEM. ALL FIXTURES HAVE J'SUPPLY LIME5 U LES5 OTHERWISE THAN 316 INCH.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF q INGHE5 MEASURED AS ABOVE AT A POINT 12 INCHES FROM (51N6LE FOR SLAB ON PE-OVIRED FOR ALL NEWI Ca6T RZTTONL AND FIRST FLOOR ADDITION5) 5TREET ADORERS: 775 MILL GREEK DRIVE THE SIDE WHERE THE TREADS ARE NARROWER WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT. 6RADE APPLICA7TON5) REQUIRED BY"13IN6 FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLU•BIN6 R WIRE7.1ENT5.PIPINN5 MATERIALS SHALL M E CONSTRUCTION ,;a •.: TOWN: EA5T MARION WITHIN ANY 314$FLI6HT IN OF STAIRS,THE GREATEST LANDER TREAD DtT'TH AT THE 12 INCH WHALE LttE SHALL Nlor F)fG�THE SMALLEST BY 1 GONlfORM WITH SECTION g04b OF THE N.Y.S.CONSTRUCTION CODE. ALL PtPINIG TO BE L.OGATE7 50 A5 TO MINIMIZE NOISE. PROVIDE vemaAL n 5/8'DIA ANC.FHOR STATE: NEH YORK AND INSTALL LEAD OR LEAD COATED COPPER PAN COVE RING SIDES AND BOTTOM OF SHOWER ENGID.51 RE WITH ALL SEN-5 MORE THAN 3/8 INCH. n Yorm"r :: CONTINUOt&Y SOLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION THE RADIU5 OF CURVATURE AT THE LEADING E06E OF THE TREAD 5HA1 BE NO GREATER THAN qA6 ,.,�„T„�.,,,�TO� ,°''to ���J • :' • POSTAL CODE: I Ig3q INCH.A NO51NN5 NOT LESS THAN 314 INCH BUT NOT MORE THAN 1-114 INCHES SHALL BE PROVIDED ON STAIRWAYS NTH 501.0 R15ER5. PIOURM •. 9 LOT5 1000-135-03-35.1 �,;?22 WALL TO WAIS( �feDLY: THE 6REATF5r No5IN6 PROJECTION SHALL NOT F�cu�THE SMALLEST"IN6 PROJECTION BY MORE THAN 3/e INCH BEn�N TWO - � � � SITE NUMBER: STORIES,INGLMINN6 THE NOSING AT THE LEVE.OF FLOORS AND L.ANDINi6.BEVE-IN5 OF NN05IN6 SHALL NOT EXG®112 HNCH. eTOPr Ns aYor m" Ire- ��,� N/A RVER51DE OF THE L BE VERTICAL ERTICAL OR SLOPED FROM THE FADIN5 E26E OF THE TREAD ABOVE AT AN ANSLE NOT MORE sTOF*r� 'TOR'"' �, FOUNDATION °.. •i° STORY TO STORY UPLIFT GONNEGTONS FROM DIPPER STORY WALL STUD TO LOWER STORY WALL.STUB SHALL BE IN ACCORDANCE WITH RISERS,SHATHAN 30 DE6R1EE5 FROM THE VERTICAL OPEN RISER.P ARE PEZMITTED,PROVIDED THAT THE OPEN6N513ETW✓f�N TREADS DOES NOT ;� �-�' .:I . : 51MP50N'°Hd76 2-I60 COMMON THE R6QUIREMgMlT5 OF TABLE 3.4. PRESCRIPTIVE 50WTIOMS ARf PHROVIDED IN TABLE 3.48. WEEN UPPER STORY WALL57U75 ARE NOT w YVALL SECTION FOR FULL•LENGTH GENERAL LOCATED DIRECTLY ABOVE LOWER STORY WALL STUD,TIE 5TLM SHALL.BE ATTACHED TO A COMMON MEMBER IN TE FLOOR PERMIT TIE PASSAGE OF A 4-WH DIAMETER SPHERE. NOTES ASSEMBLY NTH UPLIFT CONNECTIONS IN AG:ORDANNGE WITH TABLE 3.4. or a,�Te r.ocA'noH OF STUD /�'� I.A NXJSING IS NOT REQUIRED WdERE THE TREAD DEPTH 15 A MINIMUM OF 11 INK.FES B-a'I`l� AND ( _ 12,22 ,j TO WALL A55H"%Y: 2.THE OPEdfNS BET�N ADJACENT TREADS 15 NOT LIMITED ON STAIRS NTH A TOTAL RIDE OF 30 INCHES OR L= 1 LOCA 2 LOCA 3 Tt 4 INCA 5 �,,,, LOCATION 6 0 v t Ns 7"embedment into concrete foundation FIRST FLOOR WALL STUDS SHALL BE CONNECTED To THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE NTH THE F21.5.4 LAN]IN6 FH'IR 5Th 1r59 15" embedment Into block foundations REWIREMELTS OF TABLE 32. PRESCRIPTIVE SOLUTIONS FOR SIU)TO FOUNDATION,SILL PLATE OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.4E(5EF FIGURES 32A-EJ. A MINIMUM OF A 1 114'X20 6A6E ASTM A60&RADE 33 STEEL STRAP SHALL BE NAILED TO THE THE SHALL BE A FLOOR OR LAWNN&AT THE TOP AND BOTTOM OF EACH STAIRWAY. L= pox I� AM 5TRAPPINS,ANCHORS,HOLD DOWE•5, ND STUDS IN ACCORDANCE NTH TABLE 3.48 AHAVE A MINIMUM E EIEPMEITT OF I IW-4-E5 IN CONCRETE FOUNDATION AND a ' ' •A. SEAL 16NAR)RE: PROJECT NUMBER: 2022-0021 SLABS ON-61RAM 15 INCHES 1N MA50WY BLACK FOUJDATION5,OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE NTI <'-''� •: � TABLE 3.45(5LE F16URE5 3.2A-C). WHEN THE°STEEL STRAP 15 LAPPED MER THE BOTTOM PLATE;3-INCH H SQUARE W&ERS SHALL BE A FLOOR OR LAVIN&15 NOT REWIRED AT 71E TOP OF AN INTERIOR FLIGHT CSF SrAIR5, ;r r d•AGA• I NYJTES, '..' .: ' � •����®A��+ INITIATED DATE: 03/0(/22 USED ON THE ANCHOR BOLTS AND ANCHOR 130LT STAGING SHALL NOT EXC BD THE REQUIRE ENTS SPECIFIED N TAIBLE 32G. 57131 IWAI DING STAIRS IN AN ENCLOSED D GARAGE PROVIDED A DOOR DOES NOT'5WIN5 OVER THE STAIRS. i TO Im rtLL® STRAPS EMBEDDED IN OR IN CONTACT NTH 5LAB-ON-6RADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED&ALVANIZJ D 'ry L.USE 518 DIA.ANGNLOR BO!_T5 h{A MINIh�1M 7 ET fBEDNfFM INTO ! •• � ���'. �`� • •' • :g �� N B. ti� DRAWN BY: RBA AFTER FABRICATION,OR MANUFACTURED FROM 6185 OR 2450 GALVANIZED STEEL A FLIGHT OF STAIR5%%ALL NOT HAVE A VERTICAL RISE 6RBATER THAN 12 FEET BETWEEN ,w: FLOOR LEvi�s OR LMIDIN65. �` CONCRETE NV 3'SQUARE x 5/!b'W5 AND ETHD Nur SETUP. ':• � � � CHECKED BY: 5BA TE WIDTH of EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED.EVERY R TO^^116 2.ANCHOR NOTM HEREIN ARE NOT TO BE USED FOR OR Rej AcW BY DRAWING NUMBER: HOLD DOWNS FOR SHEARML L.S. 7/S" DIA TTi EAPI ? ROD EMIUDDE'D yl LANDIN5 SHALL HAVE A MNIR M DIMENSION OF 36 INCHES MEASURED IN TIE DIRECTION OF TRAV13AM AOL i Alk 0 0 rxe •rorrr� Y 12• I/2" INTO CONCRETE W/ SLvff'S0M0 ET � G uu u BMW ST O3761'\THE EA E WALKIN6 SURFACE OF TREADS AND L.ANPIN65 OF STAIRWAYS SHALL BE SLOPED No STEEPER THAN ONE QUIT 3 7 61 VERTICAL IN 4&INCHES HORIZONTAL(2 PERCENT SLOPED F O F N ON PAGE: 2 OF q BUILDING DEPARTMENT NOT1=5 ROUGH CCARPENTRY. ` EV � AFFELT USE AOCCUPANCY-51NrA E FAMILY RESIDENCE ND TYPE OF GON5TROCTION-VB 1. ALL LUMBER SHALL BE DOU5LA5 FIR#14 BETTER VNLE55 OTHERW15E NOTED. T 3 OM PLATE TO FG ATION GON TIONS 2. ALL LUMBER IN CRAW-5PAGE5 TO 13E IB"ABOVE SCRATCH GOAT.MAINTAIN 8'MINIMUM FOUNDATION EXPOSURE. // T___ P 2,r-,A TOP AND PLATE TO STLD LATERAL TAIL '2.66 RIDE TENSION TION A'O"' 0 0 lTmmCT REFRENGE STANDARD-WOOD FRAME CONSTRUCTION MANUAL 2018 FOR ONE AND TWO FAMILY DWELLING 3. 511-1.5 To BE PRE55URE TREATED(P.TJ AND 5EGURELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE 51LL 5EALAN5UtATiON, l ANaM TS, f�E-SISTIN6 (� LOAAS 51ZE OF 51LL TO BE(2)2x15,UNLE55 0)2•x6'15 NECESSARY TO MATCH FLOOR HE16Hf5 H"THE EXISTING STRUCTURE. MOM WINP DFOSLPE 6 60N -iT l FOR WIND LOADS - E09521 E $ = S FOR WIND - Er'05tn P- ARtm; n r. I. ALL WORK SHALL COMPLY WITH THE 2020 RE51DENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMING USE 16 GAUGE METAL'S1MP50N"J0157 FfAN6ER5 OR APPROVED EQUAL. mw SPEW 96 w wo T � W ) PmLOAD AST IONS: ROM / GEIJN6 A5SMV-Y DL=lo PSr 2. ALL WORK SHALL COMPLY WITH THE APPENDIX J'EXISTING BUILDING AND STRUCTURES'OF THE 2020 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENING IN FLOORS,ROOFS,AND WALLS. PHONE: (631) 553-6333 RE-51ODMAL CODE OF NEW YORK STATE 6. DOLBLE ALL J015T5 UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. GvATION PLATE TO raMATIGTN 1AA4 L."ji EE THtREE SELaD 61151 W1MD SPFJ D f)vtPl1) 170 140 FGI.MATIfhN ANCHOR far ��- ANCHOR >}GLr SPACING Qty.) sTW 5P/16N6 WALL t'EaTf NLMMR OF IDD GOt*AON NAL-S PO BOX 762 3. FIRE STOP VERTICAL 5PACE5 IN WALL5 AND PARTITIONS AT FLOOR LEVEL,GEiLIN6,AND ALL FURRED SPACES 7. All BEAMS,GIRDERS,ETC.TO HAVE MINIMUM OF 3-1/2'BEARING. GGMEGTION RE-SSTIN6 ( ) �) OR 40 D " N`� PER STI.D M!(1tv�ER GF 812 COMMON MALS ORM bort NOT TO EXCEED 8'-0'VERTICALLY OR 10'-0"HORIZONTALLY. e. MINIMUM HEADER TO BE(2)2'x6'UNI.155 OTHERW15E NOTED. 1/2" ANCHOR boLrs r0 PLATE CaICCTION (PELF) 1.2.3 ROOT Plral ROOF SPAN NAIL-57 O IN r 5 ria AQ H/� srR M GREEN RIVER, NEW YORK 1173q 4. PLASTIC MATERIALS SHALL CONFORM TO TIE 2020 RE510eMAL CODE OF NEW YORK STATE. " STORIES w 8 2 2 2 q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA�SOI�Y/CONCRETE 70 BE PRESSURE TREATED,f60 5. ELECTRICAL INSTALLATION SHALL COMPLY WiTH THE 2020 RE51DE-NTIAL CODE OF NEW YORK STATE, !O. All EXTERIOR SHEATHING SHALL BE NAILED A5 PER NAILING SCHEDULE.GENERALLY SfEATHIN6 IS A I/2'THtGKNF55 ON WALLS 5/8• "am POETS 10 2 2 12 2 2 CHAPTERS 33-•43. �' STORM 1� 2 2 2 AND ROOF AND IS OF COX 6RADE,UNLE55 OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILIN6 OR DIFFERENT 16 14 2 2 2 120 2 3 CONSULTANT: b. PLUMBIN6 IN57AU ATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER5 L COMMS ARG W4W ON A N TANG A-et IB 2 2 NAILING REQUIREMENT5 WHEN APPLICABLE. x WIN 440M xLTtS AI'USM TO r Mff MTM aD&M Laos ne MX AN ANGNOR MTS iFAGW6 O L tvr Emp m M m TA UA MM MR LPL.rr Lane(r^Z A-024)oR urea.,w IMAs Looe(r/"b-S"I Mae MM ANaM M"L WAn" 0 2 2 25-33. Me deMN U47 AW Fsw. � 3 II. PROVIDE METAL DRIP ASHHiN&OVER ALL EXTERIOR HIN120M 4 DOORS. s TAMAW Ma car WAGNS nae LMM&*V EMIR Law 19WW W40 AN I9 RG IrAMS MM gM s44S.PM on"t ZO 2 2 2 1. MECHANICAL SYSTEMS SHALL COMPLY W774 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERSHAL!%VATWO vers TM TAWAA W Aaak%R car APA~ILNL ee KLM"dY m#M ATG IMM&TVG AoOLRmexar MAGrae N 12. 5UB FLOORIN6,6ENERAL!_Y,70 BE OF 3/4'THICKNE55 AND OF COX&RADE.NAILING AS PER NAILING SCHEDULE AND WJE?. TMZ SLED,ear N Mao cre-Iva.ANaMae MY ePACM LM s PM as MrM L Urrs AM eAes ON A09JA "N T/=sn j'j �j 4 12-23. 4 MUR TtM VZ"aasr WINO OWATM nVN LRo Wit?M A rANdATT LqM&VA=MRI.+T/=A-4.4 agrATGR T"Me ea.Mr, S. rAOUATID M AdMn Laos ao Ga eaM "I ee?5*AM !P ro ee MLTFtm W os FOR 13. EXTERIOR 5HEATHIN6 70 BE COVERED WITH'TYVEK'HOU5E WRAP OR APPROVED EQUAL. uTMs�AL Iva Den m Laws MRaA rAet a ArSs e. Tr TM � rAftWsrMNO L��N MMM p �j� q 5 A ALL WORK SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 14. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT Vt6kMORTM E96E SEAMS OF EXTERIOR 5WATHIN6. GENERAL NOTE5: 15. PROVIDE CROSS BRAOIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS EXCEED 8'-0'AND AT EVERY 8'-0' r 5 - FA5TE5T MLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING 17LTARTMENT. 12 I 2 16. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. TO iN T ° Ta-f w " ' 20 2 2 IT. APPLY ALL COWITION5 ADDRE55ED IN NAILING 5GHEDULE A5 NECESSARY. T 3.10 ROOF Tttl No 4:12 24 2 3 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING NEEDED,UNLESS OTHERWISE SPECIFIED,ALL 18. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED IN DETAILS AND NAILING SCHEDULE.ALL J015T HAN6ER5 r0 BE"SfMPSON'OR DEA4D LOAD A5�1MP1-IONS: ROOF GEILINC� A�M�LY DL=15P� ATT RE ail,,,� 5 FOR 28 3 3 DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. S11i3 4 . W LOADS LFAL 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,GERTIAPPROVED EQUAL TOOALL EXPOSED HARDWARE 7o BE'ZMAX'COATED OR APPROVED EQUAL. THREEFIGATION OF OCCUPANCY,INSPECTION iq. AT'WET WALL'PARALLEL TO JOUSTS FRAME DOUBLE JOIST AS PER GORE.6EfJERALLY,SEPARATE DOUBLE JOIST THE THICKNESTHREEv 6115T WIND �D ) 3( 3 t} APPROVAL,ETC.FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. OF WAIL ABOVE.SUB FLOOR SHALL NEVER EXCEED A ib"SPAN. E F E r E r 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL IRC 2015 CODES,NY5 2017 UNIFORM GORE SUPPLEMENT. F RMC SPAC4410 ROOF SPAN 104CR OF W C &" NALS OR W D baX MALS M MAK NAI_�,�� IZ I 1 20, AT ROUGH OPENING PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 A5 PER PAGE 051-0-C51-2. (iN) (1`T) EU4C.rt ED OF H/k°gyp 6p6E STRN' +,2,3,4 ALL LOCAL G0DE5,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 21. PRE55LRE TREATED'PLT.'SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ACCORDANCE WITH AWPA 622;WHERE 51-EATHMG LOCATION I RffTI!R/rRt>� FOR W CO*AON 5 I o I 2 5. CONTRACTOR r0 VERIFY ALL DIMEN510N5 PRIOR r0 5TARTIN6 WORK CONTRACTOR TO NOTIFY ARCHITECT (yrs 04.) NALS OL. 20 2 2 IMMEDIATELY OF ANY DISGREPANGE5. DRILLING AND/OR GUTTING OCCURS,FIELD TREATED LUMBER WITH!COPPER NAPTI i£NATE WHICH SHALL CONTAIN 2S5 GOPHER METAL 12 I 1 2 2 n 6 12 2 br'o BY REPEATED BR115HIN6,DIPPIN6,OR 50AKING UNTIL THE WOOD ABSORBS NO MOPE.ALSO,FOR HARDWARE U5ED WITH P.T. I6. ALL MATERIALS TO BE USED ON THI5 PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE 2 1,~ACTURE5 RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. LUMEER CONTRACTOR IS r0 INSTALL HARDWARE THAT IS SPECIFIED BY P.7.LUMBER MANUFACTURER SUCH!A5: HANGERS,NAZIS, 24 2 g PERNETER Wei! ZONE � Y27. CONTRACTOR SHALL MAINTAIN COVE2A6E FOR ALL INSURANGE5,BONDS,ETC,A5 REQUIRED BY LAW AND BY THE SCREWS,FLASHIN6,ANCHOR BOLTS,ETC.FOR LOCATIONS SIKH A5,LED6ER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY 28 I 2 g 192REFERENCES TO GGA ARE TO REPLACE P.T.OR ACO 2 g a g gOWNER. gi 2 2 g 24 6 6 6 12 22. LVL.(LAMINATED VENEER L.UMBEW DENOTES EITHER OF THE FOLLOWING: I( 2 2 PLOT PLAN 8. THE CONTRACTOR SHALL PROVIDE ALL 5AFE6UARD5 A5 REQUIRES TO PRECLUDE INJURY TO OWNERS AND L rM ATML rr 6 Ane aA+9 ON Aau"M N A N Aa4. e, rANLAns LRrr ua+scnaa AOeLlae A euLArn LLYA+Tm N eMM D 1'2 6 1'2 6 1'2 b 12 1 P A.(LEVEL TRU5T J015T IAE MICRO LAM S rr4MtATM U T GQRaM VN A A ROM aD a2"MM&Y L GAo Lao M,3 Pa-(O!o X D GONTRAGTORS PERSONNEL,AND r0 ALL OTHER PERSONS AT THE CONSTRUCTION SITE. APW-9 PS"A assn AmMLY N MEDT mme cr r m em"AaAea"Nor cateam rig m Rar B.6EOP61A PACIFIC 20E 6-P LAM ABY,m rMLATMD NMMR Cr WLe OWL ee NaeGAlD 1-+Y L NW Ar ease MP a•m STRAP Ib b 12 i 12 i 12 q. GONTRAGTOR5 SHALL EXIERGI5E 6000 VOEMENT TO MINIMIZE DAMA6E TO ADJACENT PROPERTIES.ALL AREAS P5L(PARALLEL STRAND LUI- W DENOTES 4 Asm"a'owe9D 8��' NE INTERIOR ZO DAMA6EV DUE TO NEW CONSTRUCTION 54AU BE RESTORED TO THEiR ORIGINAL CONDITION BY CONTRACTOR. A.USE DESIGNATED LUMBER EL TFZ16T J015T 20E APPROVED EQUAL.AL �INSTALLED A5 PER MANJFAGTURER SPECIFICATIONS. 24i IZ b 12 10. EACH TRADE SHALL FAMILIARIZE THEM53 VE5 WITH THE INTENT OF THESE PLANS AND COORDINATE THEIR YNORK 23. FOR NEWwALL5,A PERFORATED SHEARWALL SYSTEM 15 USED.THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE WITH OTHER TRADES. T 3.A- A"a M 12 MLL CONI TION 24 6 r2 6 12 if n 36 Z 3 DETAILS,NOTES AND TAME-5,THE NAILIN6 SCHEDULE 5PWIFIE-5 THE REQUIRED NAILIN6 FOR THE SHEATHING(ANY NAILiN6 ��/��I WIND - DE �i GAME MVWA-L ROR A'- g It. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS,UNLESS NOTED OTHLRWlSE. 5 F R� w/ � b i 6 i 12 1 I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING 5CHEDULF,).HOL.DONN�'OPERATE IN CONJUNCTION WiTH THE 6ADLE {3�+ I- RAM OLI OR 6 6 6 12. IF,IN THE COURSE OF COWTFJZ71OR A CONDITION EXISTS WHICH 015AOREE5 WITH THAT A5 INDICATED ON TIE DFAp LOAD A66av PTIONS- ROOF GEILIN6 PERFORATED SHEARWALL SYSTEM.(INSTALL AS PER APPLICABLE DETAILS 4 MANUFACTURER SPECIFICATIONS).HOL GOWN RAKE TRIOS w/o RACE 01ERHi*6 PLAN`,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO A �l-Y �'-15°SF e-wv.Nfl OPA"AT PAN-EMM N FOLLOW P415 PROCEDURE,AND CONTINUE WITH THEE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY LOCATIONS ARE SPECIFIED ON THE FOUNDATION/FIRST FLOOR PLANS. THREE SFC.lUMD 6W WmD 140 r.NAI.ePVM AT NMe4"CPKM QfFMre N m Pae.MELD(b 7:12-12:12 24 2 2 L MGR Rax OrAT"Wmra 4 RtT Or TFC Pt R#&TMR LSA-Cr TM PM OMR Msese a•ne W IM MW or ARISING THEREFROM. 24. COLUMN BEARING AS FOLLOWS:WOOF P05TINO TO LE BLOCKED 5MI12 TO FOUNDATION WALL WITH END 6RAIN.TREATED WOOD 4 �) Max"RwrsNa� M=r Gat WE a m Wr PGA(,m 4 roar PMR VM M W lase ATTAaSEW 28 2 2 FLA5HIN6.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WITH STEEL 5HIM5 4 A MINIMUM OF 314"OF NON-5HHRINK GROUT a Wffh et eGbOhl tt rM W WTnr ,n,6N CZWM WL IVACM m Num�ACNaTO I�vu 6e R�zm ro A MOMS IM 32 2 aJ 13. ALL WORK APD MATERIALS SHALL BE 6H/ARANTEED FOR A PERIOD OF ONE N YEAR FROM DATE OF ACCEPTANCE RFQAREP CAPACITY OF 5. TMUAT®4 P"oc.WE OPM40 MOM$WrAT"KTAOW To RNMR/MM MOO M OMM MM SECURE WITH(2)112"DIAMETER ANCHOR BOLTS(4"L.ON6 EXPAN51ON BOLT a EX15TIN6 HALLS 4 12'LONG HOOKED BOLTS a NEW F;W& SPAGMG ROGF SPAN GONHEGTION (PLM +2 M--Aft FOR M4 WRN aA�b<p4$TM NW IWAa "V L to IMM ro 4 WAs oc. 3( 2 3 BY OWNER. 4 TANATMs+4 tM 04,Nw fFxen Ass�cs arAnaen A7Tk4V ro R /T s M"O MOONS Wnn (1N) (FT) 1-3,4 s U 1-3.4 5 u S. TAr(LATm W4- ADAC AmW RA LOOTED N Dr&WA~4wLL MTO S H=0 0414. 0HNER/ENUILDER ARE RE-SPOWIBLE FOR ALL IN5PE-GTIONS,APPROVALS,GERTIFIGATIONS,CERTIFICATE OF FOUNDATION WALLS)FOR ANY Po5TIN6 O CMU WALL SEE FOR REQUIRED REINFORCING(o MINIMUM 16'WIDE 3 COURSES OF I. TApLIATED GGMELTION R.EQURBvfNf5 SttAll PE FBtMITT'® TO DE MLLTHRk3> by OCCUPANCY OR COMPLETION AND O.L.APPROVAL. SOLID BRICK MASONRY CENTERED o P05TIN6,U.O.N).(BU III WHEN COLUMN OR Po5vw 15 PART OF THE LOAD PATH FOR U5E INA 0.70 FOR FRAMING NO FFMW NOT LOCATED WITHIN S FIST OF bULDING 12 C2 148 158 171 898 FASTEST MILE C4RMSRS. 15. DO NOT SCALE DRAWING.WRITTEN DIMENSIONS SiAPERCEDE SCALED DIMENSIONS. %EARWALL,ALL ANCHOR MAKING AN ATTACHMENT ARE TO 13E WiTH 5TAN12ARD SHEARWALL HARDWARE(WITH NOTED VALUES)4 10 147 >< ",H) 2. TAMUTT37 RDGE CONNECTION LOADS ASSM A M&PING LDCATEP IN Dff'OSlJtE b 16. DRAWING APD SPECIFICATIONS AS IN5TRUMENT5 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLTS U.O.N.HITH TOP GAPS a STEEL COLUMNS TO BE A MINIMUM 114'BENT PLATE 8'LONG WITH 6•RISE 4 WITH(2)314' w 170 g. TAA.LATED GOMEGTION REOJP vtBNTS ARE DASD ON A TOTN-. (RIFT' MMJS Oto 24 195 252 Cr THE Rar A5SDdpLY DEAD LOAD (OtOxlo PSi') ARCHITECT WETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXEUITED OR NOT.THEY ARE NOT TO BE USED DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LEG SEr 6'DISTANCE,U.OA � ZS 219 22+4 T P.11 WAIL Tlil I� � mo4. TA1X"TEP COM1 EGTION RFl�NRf3rENf s ARE DOSED ON A 12 M RD6E STRAP APPROPRIATE:COMPENSATION TO THE ARCHITECT. IZ2 � - ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT,EXCEPT BY A6REE-ENT IN W (TIN 6 AND WITH 25. REIRENGE5 STANDARD USED FOR THE DBIr--N OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER g48 ATTA by THE APPROPRIATE MULTI'LiFJR CES OLS/ ENTS F EArHnNG SPACING, FOR n�Nr' RIP6E STRAP SPACING, MLLTPLY THE TA141 ATED VALE5 : ASSOCIATION(AFPA)-HOOF FRAME CONSTRUCTION MANUAL 6"FOR ONE AND TWO FAMILY DWELLIN65. U-CaWWrM LM rr Lac WAPS OR PANEL SPING RID6e Caff-6 ION SPACING 11Z 116 192 1241 48 NO. DATE DESCRIPTION 17. STRUGTU2AI_STEEL TO 13E ASTM A36 DETAILED,FABRHGAiI=tJ AND ERECTED PER A.IS.G. 26. ALL 5TRUGTURAL WOOD 94AU BE KEPT 2"BACK FROM CHIMNEYS. e-cRNWrOR LaLW rARa.Ln.TO HAAW fM"VWJRW M W� MI.LTIR.EPZ TDO I•' It,�! 200 400 01 08/26/22 155UEO FOR REVIEW 18. DOUBLE UP OIN FLOOR JOISTS UNDER PARALLEL PARTITION,TYPICAL. R-1-/W/Mae ww re ne t APD WA.Mae WTD f'AMM-Tom E r E r E r E r 27. ALL DOORS TO 6AR.A6E AREA FROM INTERIOR LiVING SPACE SHALL BE 3/4 HOUR UL SELF GLO5(N5(MlNIt 1w. 1Y 'N ND Lem Mm 5. WHEN Tit T-ACU.ATED NUv"R Or NALS REQUIRED M EA(H ETD OF 617RAP K 02. 10/12/22 ISSUED FOR PILING L r,V 014 LPt.MT R unRn.LaysANO Wr Le Pe3WM re ee FOUR®of oa MAX. NAL SPACING EQ W- T 1 AND THE MWING 15 ATTACHED IN AGC.ORDANGE WITtf TA" g, THE Iq. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ACT OF IggO(AWGPA41,WHICH HAS SEVERE PENALTIES. Aw am,ttGSPrcTTM:av,r� Nor L.a..+Tm wTnMN 8 rrGr'Cr Lxe.oraa caaMRs 28. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH 5TRUGTURAL FRAME REINFORCE FRAME AROUND OR 2. (I TApM�AT(ptV`LRrr Lows Aluev A Rax AFo tarn ABY FM Lara a• I SW SPACNG NFOR SA 604E 14 RVOE STRAP AAND WIT ONAH- N U40 IS NOT REQUIRED GA5T IN PLACE CONCRETE: '. r L.OA[rA�'esPrass M R Ra IW-Wr,.L eCwa`,ertaae SHtAmMG LOCATION NQiN S OG. . WM A GCLLAR TIE K USF IN LIEU Or A RPM ST1vHC�[R RAP, THE N0' 13P ADJACENT TO TFE INTLRt RENGE AS REQUIRED TO MAINTAIN STRUGTURAI_INTEGRITY OF WALLS CEILING,FLOORS,ETC. TA 4 wnea ew wTrn Ulrr WVS MMR WX-r"AL OR WL TO-M TM ) NAL& OL. Ca&AO N NALS RMQURID M MACH ENP OF THP CaLAR TE NFD NOT EXGEEP THE corae6Twe,rAaaATMo+ l L M ewaLL W- ro ce R�Km Df to PLM TADtLATED N AMR OF W CO&AON MALS IN A STEEL STRAP, OR THE NU OM OF PROVIDE CA5T-IN-PLACE CONCRETE ND INGLUDIN6 FORMWORK AREINFORGEMENT,A5 REQUIRED TO COMPLETE W Mr4e r"ml HAL ASL 1'2 I2 6 12 6 6 1'2 12 D " NALS M EACH EMD OF THE COLLAR rE ME® NOT' EX EEE THE GON5TRUGTION,5HOhM ON THE DRAWING AND AS SPECIFIED HEREIN. TAPLlATE> RUPM Or 5) bort NALS IN A STEMSTRAP. I. COMPLY WITH AGI 301,"SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDINGNE',EXCEPT A5 MODIFIED HEREIN. T � HERNETM EDGE ZONE 10 6 6 C2 12 i 12 7. We 20 6AU6E RIDGE STRAP SHALL DE A ASTM AO" GRADE " SnTL OR L/� _ 6 F1�UlVALINT 2. PROVIDE AIR ENTRAINED CONCRETE COMPLYING WITH A5TM Gq4.FOR COMPRESSIVE 5TRENOTHi5 SEE TABLEMMEM T 3.17E TLD W . V 1�5 QE 24 6 12 IZ 6 Y2 R-402.2(3,500 PSI). 3. PROVIDE REINFOFRGEMENT OF TYPES SWM ON THE DRAWING,AND COMPLY WITH ASTM 615,GRADE 40 UNLESS "ee.- OF MATERIAL LOAD-CFARIN6 PRE56U;W- " i 12 6 n 6 Y2 L= 2-5A 96= GELM2 .IOI�J'T t_ JOE (F'aitVS PER SgJARE FOOT + INTERIOR ZONE I6 6 6 Y2 12 i I?• S OTHERWISE INOIGATED. CRYSTALLINE bEDROGNC 12,000 GAPAGITY M,2.3 4. CONSOLIDATE CONCRETE IN ACCORDANCE WITH AGI 30q. 24 n 6 Y2 6 i IZ 5. PROVIDE CONCRETE THAT 15 DENSE AND FREE FROM HONEYCOMB AND OTHER DETECTS. SEDIIAM l+d2Y AND F6L ATED ROCK 41000 WAIL r5(l PHT WIND SEISMIC G-Ira WA00 Ar F-*-V PEAP w A TIONS: ROOF GFJJiNG A.55 Y R-IO P5F r_NAL APAGMre Ar Nreel4PWM WIMM s N TM PAN-MP N GROUND SNOW LOAD = 50 PSF L rMR WAL aftn Mn WIN 4 PMr Gr TFC FC,T4 Wr P Msec 7RE ATriW%ffr MMMOVS 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS,UNIFORM IN APPEARANCE,WiTH A SURFACE PLANE SAl r7Y SRAM- AND/OR ��- g p0O VAL Mtm ( AM 8 5488 1912 ' TVUAW Wr M .x MR r M AA% a,TM N s M ro A Lw ao RObF SPAN lPT) Mae rae-woo,eALVAam pa Mws*YLL ee Fn"m!o re re aosr wm9 MCR CZWZN WLS TOLERANCE NOT EXG[3371N6 18 IN 10'-0*WEN TESTED WITH A 10'-0'STRAI6HTED6E. S,alp, �7Y SAM, CLAYEY SAM, 9 g924 2151 4 rAetL.ArLs NEL APAeraae AAAIAC A et>toNb LaATe9 N eraslMse a 7. CONCRETE FC>fZ SLABS AND FOOTING TO 13E AIR ENTRAINED,FOR GOh1PRE55lVE STRENGTHS SEB TABLE R-4022. SLTY 6RAM- AM CLAYEY 6RA\U- 21000 10 4w 2g9p T 2& 2 A PLACE WIRE MESH CONFORMING TO A5TM A185(6xb-IOx10)LAPPED 6'SIDE AND ENDS SECURELY TIED T06EntR. (SW, SP, SM, Sc-, 6M AAD 6G) F2 mn 2Mty v b q. PLACE CONCRETE ON M15TLRBM SOIL WITH 4'POROU5 FILL,OR COMPACTED SOIL WITH 4'POROUS FILL.FiLL CLAY, SANDY (,LAY, SILTY CLAY, M 6104 8346 RATER RAI'm REQIAR® NU M R OF IGD CaAVN OR 40 bOX NAILS II /� \ / �,�I NOTE:-(' CLAYEY SLT, SILT AM SAMY SLT L.A'"Oab 10 mA 700-YR WIPO SPttD g Sec" OUST O 20 30 40 SLOPE 6PA046 (M.) PIER H ETL JOINT CONNECTION r,s.3,4,s.a om a, PANEL Bu I L I NlJ PLAN Y I Y Y IVO I EXCESS CUTS WITH GONGRETE.REMOVE FOREIGN MATTER AND AVOID 5E6RE6AT(ON A5 MUGi A5 POSSIBLE. _ (U, ML, MH, AM Gfi) Ig 7848 4wz SHM WALL REgFavIENT5 TNALING REC<URl3vi 6 MAXIOLM FOOTING�4L1_HAVE A MINIMUM OF 3'-O'COVER 10. ALL OPENiN65 FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED SOLID WITH NON-SHRINK 6ROUT. FOR SI: I PAUM PER SODA E FOOT = 00479 kN/m2 20 6720 4780 ROM 12 ( II 17 SfATHING SHEAR WALL ROWS Or NAL ``'PAN 1( IJ 15 22 U. SOIL TO HAVE:ASSUMED BEARING CAPACITY of N roMUSQ.FT.IF POORER coNDlrioNs ARE ENCOUNTERED, a. wrfN SOL TEST ARE RF�u1REn 13YriON R4o1>*, THE sPACMG ALLONlA�1E MARINO GAPAGInES OF THE SOL 511AU- M PART L e OAR WAL aeAm�T *MV TAKUM HaA"cAP'�'narY THICI(NE NALMG NALS (� GENERAL CONTRACTOR 70 STOP WORK AND NOTIFY ARCHITECT.ALL FOOTINGS ARE TO BE 24"ABOVE WATER OF THE RFLGMvEMATIONS. SIM ee PVCMA oY TM AlWaV6ATe OrAnrn TWe/P&Wkor FAsrae N rmz 19z 18 27 TABLE.IF WATER 15 ENCOUNTERED,STOP WORK AND NOTIFY ARCHITECT. x ra.o"WW"AM TWA M Pea OrMf MXWN 4A-MM eweL OSP OR � OBJ I � b. WHERE IN-REALE SOILS W" AN ALLOWAf{..E BEARING GMAGITY m SAW rRCW Tm srmy/oat To m sra"m1+tr. 12. APPLY ONE(LI GOAT OF TAR BASED WATFRPROOFIN5 TO EXTERIOR OF FOUND FROM FOOTING TO 2'ABOVE FiN15H SITE, !�G TtLI--LAN VAIN PSP ARE LIKELY TO CE PRI=5F1`Il- AT Tl E pL� � �S 0 ,F STYE, TME AL1/JWSTle DEARTH& GAvPA�cirY SHALL aE 1 RM1r�n �m or PANEL � GRADE. DY A SOLS iNVE5T16AnON. FLM HAVING SPACING APD tr24 12 4:12 ( 3( - 13. NO BACK FILL SHALL BE PLACED A6AI16T FOUNDATION WALLS UNTIL 15T TiER OF FRAMING i5 IN PLACE AS PER T LAA 0-L ST TO TOP �AHg FIELP SPACING 2 3( 3( 3( 3( 124 7 4 20 R404.1.71. NYS - - LA 5 FLT( 17 TO TME PEST OF TIE ARMITFLT•s KNOWLf:D6E, THIS CONSTRWnON S •�'i 6 3( 3( 3( 3( I2 4 7 IO OEM W�at1.BOA4RDM MINTS AM Wt PS TME 2015 U66 ALL L16HTTIN& AND Wt%NIGAL - - - - IG 5 9 14 SYSTEW ARE TO MMT OR EXCEED THE REQIIREM-MS SET IN THE 5:12 2015Imo. 1 4 3( 24 12 - 19.2 II 1. RE6ULAR WALLBOARD: PROVIDE TYPE 111,6RADE R,CLASS 1,11.2'THICK,EXCEPT A5 MAY BE SHOWN OPERW15E ON T� SEC" GU5r ww sf� � 110 110 Igo NO OSP m � G�A�1 •Ywoa� NnTrH MALS ® 6" 3 3( 3( 3( 28 u 14 THE DRAWIN65. OF PANEL WOE 2. FIRE-RESISTANT WALLBOARD: PROVIDE TYPE III,GRADE GLA55 I,5/8'THICK. �ax GAY =5750 DECREE DAYS HAM OF EP COAWN NAIL-15 OR 10 FLIES mvlh6 WAGING AM I2 12 5 RAM'M /CELIN6 J9I6T WALL M6rrT D Dox NAILS TOE-NAM) RMIP� IN �," rnn SPACING 3� 3� 3� 28 3. WATER-RE515TANr WALLBOARD: PROVIDE TYPE VII,GRADE W OR X A5 REQUIRED,CLASS 2,1/2'THICK,EXCEPT AS C ROMENf vain VA TLE SPACING (IN) (rT) EACH RAFTM AV/°R CELMG `>57 4 2 4 N 3/ 3(0 36 7:12 16 7 SIM RE6Cfl (.K G&W-ArIONS ArrAGHIED REQUIRW PROVIPEP To TOP F'<.Are c-944 cnaN 19.2 4 S 12 MAYBE SHOWN OTHERWISE ON DRAWIN65. 3 3( 3( 3( 3( 4. CORNER BEAD5: PROVIDE METAL ANGLE SHAPES WITH HIN65 NOT LE55 THAN I AND 114'WIDE,AND PERFORATED WIMOW 6LAZIN6 U--A0(kW) tU=-" V s 22 g g - - 24 5 10 15 FOR NAILIN&AND JOINT TREATMENT,To BE USED ON ALL OUTSIDE CORNERS AND ALL OPENING.. SKY-r-ff 6LAZIN6 u=iw (,) U--.i!1510 2 2 g g ( 4 3( 28 20 12 12 3 4 5. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. L Rrrne L UM ARG Hes as MUM"N U"e4. 1� 3 5 S R00F/GELIN& R='5"IN.) FW!6 uns Lnrr cava r�c�cans A pJ LAMM N GPOAft R 0515 OR :12 wma as L n ARe NerA PAWtldO ra teAm�e,m n! aR m TGe rlM t4 N TMC RArrex Ae asp PLYWOOD MM NALW 0 6" 3 3( 3( 3( 36 19.2 3 6 9 b. 6YP5UM WALL.BOARD 5Y5TEM5 SHALL BE OF A TAPE JOiNT AND JOINT COMPOUND METHOD,MINIMUM 3 GOATS. ,>asr Iva ran-at e:e�m TMJ AT®W'm a-was 1) EXTERIOR WAILS R=IS(MN.) R=I9 4 TO Avco erTmt ,No LTM rnw s Taq-w-s Iva.x WAuv N EAC"sse a'A WM ae 4mm XW SPECIES or Pte- E 24 4 S LN"FAMW TO A rxC MGP PATE CR*TO-NAL-4 N EACH a ""rAWM TO A rW MCP PUT( PLM WAVING SPA(ANG AND 12" ( 3( 3( 3( %a 2 3 3 i. ALL EXTERIOR HAWS AND ROOFS SHALL BE INSULATED NTH ROCK WOOL INSULATION.PROVIDE 2'R-10 RI61D FOAM INSULATION FOR Fi170R FRAMING R=MAN.) R=W G'o'" MUD 6P" ' 4 3/o 3o 3( 3(o (2 5 Iia EXTERIOR FOUNDATION WALLS FROM 6'EsET.oW 61RAtDE TO 24•Br-L.ow 6RADE IF DE51RE�BY coNrRAcroR OR OWNER.CARE SHOULD pASF�1T WALL (Pt=RIM. INSUATION) R=10NN) R=IO 3 3( 3(T F I� RILL BE TAKEN NOT To DAMA6E FOUNDATION wATBRPROOFIN6. SAP LPERIMETER (2!--e tem) R=1O(MIN) R=10 -A2 OWWAUlYz E=& 3( 3( 12:2 19.2 3 5 3 4 7 2. 6EER,N_LY UrNLE55 Norm OTHERWISE,INSULATE AS FOLLOW: ALL NAME: 3 ( 9 ICADILLMC ALL 1N1/AG PrPtN6 GOMNEYIN6 FLUIDS ABOVE 105F OR BE..OW 55F ARE To BE GRaNPa' wNa SIG E sl>r�cr TO DAtvHA6E f� WINTER, ICE -q'R-30 FOR FLAT CEILIN65 c c I. NALMG INSULATED TO R-3 OR BETTER. SNON a WI a DESIGN A FROST e c DESHGN 5Ntt3D F �S 5WN 1_ bE PL7iMI T} TO bE HtFDIX.® 25% NA" ARE -525"R-300 FOR VAULTED AND CATHEDRAL CEILING LOAD � T TCPOGRAN15 POP.ME GATEWRY WEATHERING LINE TERMITE TEW "MAW NT R00D AR NvtFMNJ HETL D -33'R-15 FOR 2x4'WALL CONSTRUCTION ( SEG GUST H OTS X mw DSS p�H r1AZARP FREEZING AMNIAL 2 rtcC3_ JOIMIT GOMEGTIGNS ARE NOT REQUIRED V1+H6N THE RD6E 15 SIJPPGRTED by A -53'R-21 FOR 2'xb'WALL GONSTRZTION SUPPLY AND RETURN DENS iN ATTICS IMM.A ATED>=R4 WHERE DUCT 15>=3 ROME m - INDt7c' Tew LOADMARING WW1.., HEADER, OR RD6E M- MH M5019 TO RESIST THE Al"" -53'R-21 FOR FLOORS INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES.SUPPLY AND RETURN DUCTS 20 to NO NO NO D SEVERE V--O" MGDERATE 15 NO 6/02/2008 496 52 9 g. WHEN NTEtWf�WTE 5lF'PURT GF THE RAFTER 15 PROVDED by VERTICAL. STWS LOAPS -725'R-3GR FOR 2x8'GELIN65 IN OTHER POR-4.2 OF THE BALDING TAME TED>=R-b FOR DIAMETER>=3 TO WAVY OR P11R1JN5 TO A LOAVW-ARING WALL, THE TAxLATED HEEL WINT GONJFLTION INCHES AND 8-42 FOR<3 INCHES IN DIAMETER. A WEATHHERIN6 MAY REQUIRE A H16H E R STRENGTH 60NCRErE OR 6RAi7E OF MASONRY THAN NECESSARY TO SAnsf-Y THE STRUCTURAL REWIREMENT5 OF TH15 CODE.THE HEATHERIN&COLUMN SHALL BE FILLED IN NTH HAL THE R jQLIIRENENT5 SL M PMMUTFD TO M PERMPROPORTWNA1-Y r0 3. N1103.2.1 IN5ULATION;SUPPLY DUCTS IN ATTICS SHALL.BE INSULAEEV TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE INSULATED TO REDWTiON IS SPAN MINIMUM of Rei. BUtLDIN6 CAVITIES ARE NOT TO BE USED A5 PLENUMS OR DUCTS. WEATHERiN6 INDEX Of.'N55061BL-E''MODERATE'OR'SEVERE")FOR 6ONNGREI'E AS OFTEzMINED FOR THE WFATHERIN6 PROBABILITY MAP(FIGURE R301.ZC)1 THE GRADE OF MASONRY UMTS SHALL BE DETERMINED 4. VgNALENT CONNECTIONS ARE RE4FTY FOR CELM JOIST To GEEING JOIST LAP 5TREET AOORE55: 775 MILL GREEK DRIVE SPLICEFROM ASTM c 34,c 55,c 62,c 73,c qO,c 12q,G 216,OR c 652. 5. TAxLATiR H(EEL JOINT CONNECTION RERU RE NTS Do NOT INCAIM THE- ADDITIONAL TOWN: EAST MARION HolsTme PR0T6GT Z' DUCT T16MT1NE-%TEST RE5ULT OF<=4 CRMOO FT2 ACROSS THE SYSTEM OR<=3 WEIEtfr OF THE CIEL.ING ASSDtLY. STATE: NEW YORK CFM/100 FT2 WITHOUT AiR HANDLER o 25 PA B. THE FROST LINE DEPTH MAT REQUIRE DEEPER FOOTING THAN INDICATED IN F16LRE R403.10).THE JR15DiC71ON SHALL FILL IN THE FRONT LINE DEPTH COLUMN NTH THE MINIMUM DEPTH FOLOTIN5 BELOW FIN15HH D 6RADE. 1. FLASH ALL Of"IN65 IN EXTERIOR WALLS. TAN ATED r�L JOINT COMP.GTION REQUR[3vFNS A6W& CELING J015Ts OR P05TAL CODE: IlcI3a PROGRAh1MABtJ THERMlOSTATS ARE TO BE INSTALLED FOR CONTROL OF G. THE JURISDICTION SHALL FiLL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION lOE'ENDIN6 ON WHETHER THERE WBEEN HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. R99r-R TIES ARL'_ LOCATED AT THF POrrOM OF THE ATnG SPACE WHEN OELING 2. CAULK ALL OPENIN65 AND JOINTS IN EXTERIOR WALLS WITH TREMOLO'MONO'(COL.OR A5 DIRECTED)• PRIMARY HHEATIN6 AND COOLING SYSTEMS AND INITIALLY SET BY D. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH THE WIND SPEED FROM THE BA516 NO SPEED MAP[F16URE R301.2.A(4)1 NO EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-5PEGIFIc BA515 IN JOISrs OR RN TM TES ARE I OCATFD MOM M THE ATTIC SPAM NO ATTIC, LOTS 1000-135-03-35.1 3. ROOF 5HHIN6LE5 SHALL BE 30 YEAR ASPHALT A5 SELECTED BY OWNER, MANUFACTURER 70 CODE SPECIFICATIONS. srMV E IS A69J" Ma THE TA .LAT P HEEL JOIN' GONNFGTION REWRV ENTS SITE 62M, ACCORDANCE WITH SECTION 83012.1.4. SHALL.. M INCREASED by THE ralOWIN6 TACTORS: 51TE NUMBER: WA E THE OUTDOOR DE516N DRY BULB TEMPERATURE SHALL 13E SELECTED FROM THE COUM45 OF q7-1/2%VALUES FOR WINTER FROM APPENDIX D OF THE iNTEF A77ONAL PLIIMBIr7 CODE.DEVIATiON5 FROM THE APPENDIX D Hm 1. STAKEOUT 15 TO BE BY A LICENSED SURVEYOR,OR BY A QUALIFIED9B-CONTRACTOR.-CONTRACTOR. 1= I Zn�,��D �F�RIS P iTIOIWI T ATURE5 SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDIN&OFFICIAL. P40 / `nO ROGP RIDGE GOMJnFLTTON CODE OREQUIREMENITS 2. VERIFY ALL&NEN DATA ON DRAWIN65.IF THERE 15 A DISCREPANCY,RECEIVE CLARIFICA71ON FROM F. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WiTH TUE SEISMIC DE516N GATE6ORY DETERMINW FROM SECTION 830122.1. mr-o T H lt* INT ARCHITECT/ saNEER PRIOR TO PROGEEDIN6. 9EIKIre E.15 APG 6. THE JURISDICTION SHALL FiLL IN THIS PART OF THE TABLE WITH(A)TIE DATE OF THE MSDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PRO6RAM(DATE OF ADOPTION OF THE FIRST GORE OR ORDINANCE OR i - T TFAGroRs 3. EXCAVATE AD BACKFILL FOR WORK INDICATED ON DRAWING.STOCKPILE TOPSOIL OBTAINW FROM STRIPPING MANA6E-HENT OF FLOOR HAZARD AREAS).0)THE DAM15)00 THE CURRENT EFFECTIVE FIRM AND FBFM,OR OTHER FOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED = 1/2 2 DRIVEWAYMV131ILDiN6 SITE.STOCKPILE ALL EXCAVATED MATERIALS. rASTHEK TYPEFAsn5m SPACING H. IN ACCORDANCE WITH SECTION 84052.7.1,ROg5,4.3.1,Rg0553.1,RgO5.73.1 AND 8405153.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN 1141/3 15 1.33 4. NEW AND EXI5TiN6 BACK FILL MATERIAL ARE TO BE FREE OF NEEDS,TREE ROOTS,ROCKS,AND DEBRIS.ALL 5URPLU5 PMH SPAN 4 FOOT < PANS 6 FOOT < PANEL THIS PART OF THE TABLE WITH'YE5'.OTHERWISE,THE J5010TION 91AU FILL IN THE PART OF THE TABLE NTH NO' SIANUARDIS MATERIAL THUIT 15 UNSUITABLE FROM BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. S 4 FOOT SPAIN S i FOOT SPAN e-8 FOOT PH1/5 125 Ss:RLlNS 1, THE J/RISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100 YEAR RETURN PERIOD AIR F�ZItN6 INDEX OF 12AY5J FROM FIGURE 84033(2)OR FROM THE 100 YEAR(qq PERCENT)VAL.IE ON THE NATIONAL 5. PROTECT TRE15 WITHIN EI&HfiT FEET OF TEE B U1LDINN6. W" IZ 9" 1/6 1'2 LAO 6CFEW �• I6" �� CLIKA6716 DATA CENTER DATA TABLE'AiR FRIEZiN6INDEx-U5A METHOD OA5E 32°F)' 1/10 (.11 SEAL NT E: PROJECT NUMBER: 2022-0021 FRED fm� L NCN-m�4A J. THE JURISDICTION 5ti,4L1.FILL IN THIS PAST OF THE TABLE NTH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL GLtML4GTIG DATA CENTER DATA TABLE'AHI FR13=Z1N61NDEX•N/5A METHHOD(BASE 32°F)'wfw �'� q/Q�1, INITIATED DATE: 03/01/22 1 P�- K IN ACCORDANCE WITH SECTION R3012.13,WHERE THERE 15 LOCAL H15TORICAL DATA DOGIMEiJTIN6 STRUCTURAL DAMAGE TO BUILDIN65 DUE TO TOP0�6RAPHIG AND SPEED-UP EFFECTS,THE JURISDICTION SHALL FiLL iN � �JEN $. '9 r`C/y DRAWN BY: 5BA A me 1/='ro MV ON aW''°°"R'Wrn " a'°""''wT-"r'w Rar t-F* T1415 PART OF THE TABLE WITH YES,OTHERWISE THE JURISDICTION SHALL INDICATE NO N THiS PART OF THE TABLE � �� r j� 1� �` '� CHECKED B(: 55A P. rASMDfR9 AFVLL eG NBTNILD Ar A�YlDN6 lMDB o'm N�YP AsnZIGT1.RAL PALL a Wrete WM"AW ATTAatP ro t41eaRY oR muVSGnRY tMeY IveL eG ATIAal9 unme�IANr 94ai a FLAVFO A L,raa>A U TU"wmsRAwL GrrrACa'v a L;WY iN ACCORDANCE WITH FIGURE R3012(4)A,WHERE THERE 15 LOCAL HISTORICAL DATA DOGUMENTIN6 W60AL WIND CONDITIONS,TIE JURI5DIGnON SHALL FILL IN T1415 PART OF THE TABLE WITH YES AND IDENTIFY ANY DRAWING NUMBER: aw V" n Gr F �IvdL Pe ea T mores+r Wr wftW ON ww va+ 4rm LWW�m LTM is SPECIFIC REQURE ENT5.OTHERWISE THE JR15DICTION 91ALL INDICATE No iN THiS PART OF THE TABLE. M. IN ACCORDANCE WITH FIGURE 3012.12.1 THE JURISDICTION SHALL INDICATE THE AND BORNE DEBRIS WIND ZOW5).OTHERWISE THE JL RI5010TION SHALL INDICATE NO IN T1415 PART OF THE TABLE. N. TIE 6ROUND SNOW LOADS TO BE USED IN DETERMiNIN5 THE DE516N SNOW LOADS FOR ROOFS ARE 61VEN IN F16ME 83012(5)FOR SiTES AT ELEVATIONS UP TO 1000 FEET.SITU AT ELEVATIONS ABOVE 1000 FEET �- a X611 (13 0 0 SHALL.HAVE THEIR 6ROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 F5F FOR EVERY!00 FEET IN ELEVATION ABOVE i"FEET O!r- DF N EW-4 PAGE: 3 OF a STEVE AFFELT ARCHITECT CONTRACTOR TO UTILIZE 6ALV 5IMI:1'5ON 5TRON6 TiE PHONE: ((931) 553-6333 CONNECTORS OR APPROVED EQUAL O PO BOX 762 00 GREAT RIVER, NEW YORK 1173cl 0 --- A34 0 0 0 CONSULTANT: ° 0 0 LSTA21 LT24° O 00 000 H8 ° O 00 ° 1 • e 8 O O e 0 0 ° ° O 0 Q •• ~ _ � ° O 11 O 00° O OO O ° oH8 oUPLIFT ANCHORS NOT ° NEEDED IN TH15 AREA O H 8 O (EXCEPT 51LL ANGHOR5) 0 O ° OO PLOT PLAN ° A3 HH4 0 TS30 H00O 51N6LE-5TRAP o APPLICATION ° 0 M0 MAY BE U5ED) o • I I �° °• I o LSTHD8 ° HTT5 REQUIRED CRIPPLE STUD T P I G REQUIRED STRAPPING AT RAFTER SILL NO. DATE DESCRIPTION T FRAMED OPENING PLATE DI 08/26/22 155UEO FOR REVIEW 02. 10/12/22 155UED FOR FILiN6 SP4 Q ° FRAMED OPENING REQUIRED STRAPPING DETAIL WITHOUT CRIPPLE STUDS BUILDINC PLAN REVIEN NOT: 6" TABLE 1-1264 TR055 IDENTIFICATION 516N L06ATION5 ::.°,, 519n location 519n placement ' " Exterior building entrance Attached to the door,or attached to a sidelight doors, exterior exit or the face of the building,not more than 12 discharge doors, Inches (305 mm) horizontally from the latch side and exterior roof access of the door jamb, and not less than 42 Inches ROMAN ALPHANUMERIC doors to a stairwa "...; fm " DESIGNATION OF y (1067 mm)nor more than 60 Inches (1524 mm) ` above. " CON5TRUGTiON TYPE PROJECT NAME: the adjoining walking surface ;,x>_;.. �;: BA5ED ON 5ECTION 602 Exterior building entrance Attached at each end of the row of doors and NE THE BUILDING CODE OF ISA D I L LA 1\ doors, exterior exit at a maximum horizontal distance of 12 feet ' NEW YORK STATE discharge doors, g (3.65M)between signs,and not less than 42 and exterior roof access Inches (1067 mm) nor more than 60 inches (1524 doors to a stairway mm) above the adjoining walking surface. N '` ; :%: Fire department hose Attached to the face of the building,not more >° 4fr D IT connections than 12 Inches (305 mm)horizontally from the REFLECTIVE WHITE center line of the fire department hose connection,and not less than 42 inches (1067 ;,.. €- . 5TREET AODRE55: 715 MiLL GREEK DRIVE mm)nor more than 60 Inches (1524 mm)above theTOWN: EAST MARION adjoining walking surface. STATE: NEW YORK LorS1000-135-03-35.1 "F" FLOOR FRAMIN5, '' SITE NUMBER: N/A INGLUDIN6 61RDER5 " AND BEAMS <:; a; ;: f Fy¢ ,b U RIC "R" ROOF FRAMING "f=R" FLOOR AND ROOF - 516N REQUIRED FOR ;v" ":"` FRAME DWELLING WiTHND SIG" GE NA T L FRAMING ` ° 6IRDER5 4 BEAMS IN ^ €:.. -. FLOOR5 AND CEiLIN65 TRUSS IDENTIFICATION SIGN SEAL 4 PROJECT NUMBER: 2022-0021 COMPLIANCE WITH 19 NYC PART 1264 1/2" x I/4 / �5^ ., INITIATED DATE: 03/01/22 STROKE -j SN. 8, .�„y DRAWN BY: SBA DE516NATION FOR CHECKED BY: SBA STRUCTURAL COMPONENTS .r f, x•,, ,., n DRAWING NUMBER: THAT ARE OF TRU55 —� GON5TRUGTION n ff Si EVE 2 EXAMPLE 516N 5HOWN ABOVE �,;" yUV *VV 611 `� OF N E\N�'Cp PACE: 4 OF a CONSTRUCTION NOTES STEVE 'Am Fr"w-mELT GI GENERAL - REMOVE EX15TINO FINISHED FLOORING THROUGHOUT. INSPECT 5UBFLOOR, REPLACE ANY DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. G2 GENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE ° GRAWLSPAGE ARC H ITECT GEMENT BOARD BASE. COLOR AND TYPE TO BE 5ELECTED BY OWNER. z CRAWL5PAGE GRAWL5PACE GRAWL5PAGE 03 GENERAL - BATHROOM5 ARE TO RECEIVE M015TVRE RE515TANT GYP BD IN ALL OTHER AREA5. PROVIDE TILE UP 4'-0" ON ALL OTHER WALL5 WITHIN BATHROOM5 W/ PHONE: (631) 553-6333 BA5E TILE AND GAP TILE. 64 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO — — PO BOX 762 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, 5INK5, 5HOWER TRIM ETC. ALL OREAT RIVER, NEW YORK 11-73a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TO BE SELECTED BY OWNER. KITCHEN 15 TO RECEIVE BAGK5PLA51-1 TILE, SELECTED I I BY OWNER AND INSTALLED BY CONTRACTOR. - - G5 GENERAL - ALL EXI5TIN6 EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMAGED I I I I CONSULTANT: z O I I 06 MECH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN z I I c GRAWLSPAGE ti RATED. I '� I `� ( EXISTING 2X8 FJ'-5 GRAWL5PACE I I I " I I I G7 REMOVAL ALL REMAINING GYP WALL BD. NEW� GYP BD THROUGHOUT DWELLING U.O.N. I I � i ® I6 O.G. ( ( w I FILL EXTERIOR WALL GAVITIE5 W/SPRAY FOAM IN5UL. EOUIV TO R20 OR GREATER I I I I i I i I I I I I I I i I I I I I I GRAWLSPAGE SYMBOL LEGEND z z GRAWLSPAGE iV z I I I I EXISTING 2X8 FJ'5 N � I I I NEW PARTITION G5 NOTE TAG i I I6" O.G. I w w x w I I (FULL HEIGHT) ROO',A I �- — — — — — — — — I i I w � — — — — — — — — ,-I I . . ,,, NEW RATED PARTITION ® ROOM TAG I I (2) 2x12 � (2) 2I 12 � (212x12 I EXISTING PARTITION TO # _ _ _ _ _ _ _ __ _ _ _ _ I RECEIVE NEW GYP BOARD PARTITION TYPE TAG I ( I F — — — — — — — I EXISTING PARTITION r0 R RELOCATED I I I REMAIN I i I I I j '- GEILIN6 HEIGHT I I I I I I � EXISTING DOOR TO DATUM I O I I I I REMAINGRAWLS 1 SECTION I ( PAGE Ez`- I I I EXI5TIN6 2X6 GRAhI ( PLOT PLAN �n EXISTING 2X8 FJ'5 I ( FJ'5 ® 16" O.G. 'LSPAGE z I I I I % I I „ = _ EXf5TIN6 DOOR/WALL TO A-1 MARKER I u� ® I6 O.G. BE REMOVED II I I i 810 NEW DOOR I I ( i I I I (5EE SCELEVATION HEDULE) 4 A-1 2 I I I BOILER ROOM BOILER ROOM I I 3 INDIGATOR I I I ( I O 5MOKE DETECTOR I I I I I I I I I I I I I = I I I I I I I x I wI I I I I L - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - J I-_ - - - - - - - - - - -I— L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NO. DATE DE56RPTION 01 08/26/22 155UEO FOR REVIEW 02. 10112122 155UED FOR FILING EXISTING CELLAR PLAN PROPOSED CELLAR PLAN 1 SCALE = 1/4"=V-0" SCALE = 1 4"=1 '-0" / Ex15r EXI5T EX15T EXIST \G EXI5T r (� I REMOVE EXI5TIN6 WINDOW, NEW X 6 p TYP FOR SYMBOL REMOVE EXI5TIN6 KNEE WALL m z .) ENCLO5ED PORCH x 30" KNEE WALL " ENCLOSED PORCH 30 KNEE WALL ! 13UILDINO PLAN REVIEN NOT: IP 5TONE REMOVE EXISTING PARTITION ' 6 I/2" FLOOR 611211 I� I WALL, TYP FOR SYMBOL NEW 26X ba 3-I I/2 7'-2" 61-1031411 7'-2" 2'-I" L 6-0"0 METAL EPIRAL (2) 2x12 HEADER (2) 2x12 HEADER_ (2) 2x12 HEADER_ ® 5TAIRGA5E TiZ� OWLY - - W/8311.7.10.1 N _ — REMOVE EXISTING DOOR TYP ;. I I �I !! j \ FOR SYMBOL � __._...._,� --' ,- ;'! J K3 UP i' I II ti ...... - - - - - - - - - - - - -I .,.,, . ..... ................._: .... .. ... ! CHIMNEY FACE W/ I \ NEW STACKED STONE - - "-,— I!........... _.......... ... , I w ! „_,... .,...-.... ti MANTLE i �o z �! I LIVING ROOM I NEW X - -- ................ 1_........ ....... _ 5// I =.:: ...........a..__ LIVING ROOM _,,,,_.,: NE OF OVERHANG BATHROOM —— I I `_� w 'BATHROO j - - (..._.....y ......................:L:.5TONE :.::.�?....... . .... ABOVE ---- --------' LO R rT'i F,i i J I I C O S .. .. i _ = � _— J �� [_ I:.._ - II..... UN-HEATED -(2) 2x12 STORAGE HEADER NEW 43X(2) 2x12 (2) 2x12 HEADER G PROJECT NAME: _,_._. WA5HER i KA D I L LA K BEDROOM Ll , I ry DRYER BEDROOM �o I WOOD FLOOR t- cosKITCHENZ x TILE I w p 0 c o S `N X FLOOR I I ...x.._... N� � 5TREET ADDRE55: 775 MILL GREEK DRIVE _........... . tx I TOWN: EAST MARION 5TATE: NEW YORK P05TAL CODE: 1143a ———— pp° X _ LOTS IOOo-135-03-35.1 BEDROOM _— —— � f REMOVE EX15TIN6T REMOVE EXISTING � � � ___ WOOD FLOOR ij SITE NUMBER: N/A MILLWORK ' PLUMBING FIXTURES -- TREMOVAL PLANS (i J EXIST EXIST....................... L.......-.-....___-___; SEAL 5I6&N :-�, PROJECT NUMBER: 2022-0021 12L3'-41/2" �cEtED ARc INITIATED DATE: 03/01/22 ±34'-O 112" �` ��EN 'B ' ,� j� DRAWN BY: 513A CHECKED BY: 50A FIRST FLOOR REMOVAL PLAN 2� 4 8DRAWING NUMBER: PROPOSED FIRST FLOOR PLAN 69=F�� A AN m%k 0 Aft Aft SCALE = 1/4"=1 '--0" 4 SCALE = 1/4"=V'—0" 1/4" = 1'-0" 010, y_ m eUv �� 037611 �aQ' 0F N ESN PAGE: # of 7 55 if ALUM CONSTRUCTION NOTES GLAEM. COORDINATN6 SY511=M. COORDINATE WITH OWNER STEVE AFFELT GI GENERAL - REMOVE EXI5TIN5 FIN15HED FLOORING THROUGHOUT. INSPECT 5UBFLOOR, REPLACE ANY DAMAGED PANEL5. NEW WOOD FLOOR WHERE INDICATED. s 02 GENERAL - KITCHEN AND BATHROOM5 ARE r0 REGEIVE CERAMIC, FLOOR TILE ___..._..___.._.....:......................- .. ___.__..............._....;......_...__._........................__................------.____ _ ._...... .. Ro" HITE . FLAT DECK EOPM GEMENT BOARD BA5E. COLOR AND TYPE TO BE 5ELEGTEO BY OWNER. ! WATERPROOFING C,3 GENERAL - BATHROOM5 ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALLMEMBRANE W/ OTHER AREA5. PROVIDE TILE UP 4'-0" ON ALL OTHER WAS WITHIN BATHROOM5 W/ BALCONY LL ` I PEDESTAL PAVER PHONE: (63U 553-6333 _.___.__.._..._}. _. BASE TILE AND GAP TILE. _.. ..____._.._._.... .....__- _ ..._...__ SYSTEM PO BOX 762 04 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO j 6REAT RIVER, NEW YORK 1173q MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUGET5, 51NK5, SHOWER TRIM M. ALL j I TO BE 5ELEGTEO BY OWNER. KITCHEN 15 r0 RECEIVE BAGK5PLA5H TILE, 5ELEGTED ` BY OWNER AND INSTALLED BY CONTRACTOR.6-0" BALCONY AGGE55 C,5 GENERAL - ALL EXI5TIN6 EXTERIOR WALL SHEATHING 15 TO REMAIN UNLE55 DAMAG5TAI ED c6 METAL SPIRAL - TAIRGASE TO COMPLY I BRIDGE W/36" HIGH CONSULTANT: Gb MECH ROOM 15 r0 BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN W/R311.7.10.1 31-b" I METAL RAILING 51DE RATED. MOUNTED TO BRIDGE. I _ _ _ _ _ _ _ I C,7 REMOVAL ALL REMAINING GYP WALL BD. NEW�" GYP BD THROUGHOUT DWELLING U.O.N. -••••••- FILL EXTERIOR WALL GAVITIE5 W/5PRAY FOAM IN5UL. EOUIV r0 R20 OR GREATER BALCONY AGGE55 ON BRIDGE W/36" HIGH I NEW STACKED 5TONE METAL RAILING 510E I 61-6" I CHIMNEY FACE W/ MOUNTED TO BRIDGE. OPEN 70 OPEN TO BELOW K' i MANTLE SYMBOL LEGEND B I m NEW 2XIo , NEW 2x10 NEW PARTITION C,5 NOTE TAG "W—RR-5 16" O.G. RR'S Ib" O.G. (FULL HEIGHT) ROOM - - - NEW RATED PARTITION © ROOM TA6 EXISTING PARTITION TO # PARTITION TYPE TAC-7 I ' i � ' EX15TING CHIMNEY TO RECEIVE NEW GYP BOARD I j �° I BE EXTENDED TO EXI5TING PARTITION r0 R RELOCATED _ j COMPLY WITH RI003.9 REMAIN N i >, 1_ 11 GELLING HEIGHT EXISTING DOOR 70 DATUM N i g 5-1/4" X 5-1/4" 6LULAM OKING TU5, TP OF (4)REMAIN PLOT PLAN 1 5EGTION I NEW 2XIO 0 m `✓ t�( F' _ EXISTING DOOR/WALL TO A-1 ¢ BE REMOVED MARKER RR5 Ib" O.G. NEW 26X ba in s 1 �1 is = I (2) NEW VELLUX VGE , 810 NEW DOOR (SEE SCHEDULE) 4 A-I 2 ELEVATION 2246 5KYL16HT INDICATOR ' 3 , 50 i , O SMOKE DETECTOR QI o _ NEW X6 Q) BEDROOM IG ; € MIN y EAVE °I - - I...... EAVE TILE J -� -FLOOR NEW VELLUX VGE 2230 5KYLI6HT -NEW 2X10 ® - I 13'-611 RR15 Ib"O.G. - 5'-011 2-2XIO 2-2X10 HEADER HEADER ! NEW E6RE55 NEW E6RE55 N0. DATE DE56RIPTION WINDOW TW304b WINDOW TW3046 01 08/26/22 155UE0 FOR REVIEW 3'-9 11211 8'-0 3/4" 31-611 51-031411 5'-211 02. 10112122 155UED FOR FILING +281_7° 3 PROPOSED SECOND FLOOR PLAN SCALE = 1/4"=1 '-0" -----------------------------------------i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I Ilr- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -} II EXISTING ROOF OVER PORCH 15 APPLY GRACE ICE AND I I I r0 BE RE-BUILT WITH NEW WATER DAM A5 I I I I I I ROOF RAFTER5 REQUIRED TO EXISTING AND NEW ROOF BUILDING PLAN REVIEN NOT: ALUM FLASHING AT —————————————————————————————————— ---- V _t . _._ . :-= I- ALLEY5, RAKES f I f I( " — 4..:... _. __. _— —._.. _—_ _—_ —_ .—_.. _._ -- —_ _.._ _._ __ —_ _._ _—.. _— .--_ —•--• --•- __..._ .._..._ ....._. ......_.. _....... ......_ —_.._ __..._ ......—. _..... y _ — .—.n.n ... I I r I \ / DOUBLE LINE INDICATES WALL F_._1. .(..._} . .__} . _..._, ...___ . ._......;. . _._. . ._.J. . 1. . _7. . _ ^ . . ._ fi....- 4. I \ / I BELOWI _ I I I I . ..........; ,......... ........ ......... �.....< t. I--, ! !. , 1 -<.. t !m.. .I. . .........1 ..._....: .... : .._ {._ ...._..., �....... S i . : I ;. },,, } __ I I I L.... ..... VN �_...._ , i E _„ : 71_ . ;. I 1. } ....._.� _..__, __< } E tom... }:..:: "", \ / .: CHIMNEY IS TO REMAIN t. 1� r< � } i..._.i I I I — I— t > , r � I � I Z � I. .......... j } j... s.. -;... .� - EXi5T 2Xb ® PROJECT NAME: ....... - ..._.I' I t......1 ry �.... f I - ] / \ € RR5I6 OG. r / , KADILLAK , : � t , 3 S I . .......i... —j? I I , ......._d ........< ......< ... r.... .... t.. i ,.,,...... (2) NEW VELLUX VGE 224b < . ......., �......._� ......... ...... , . G ,,.........., ;....... . ...... ;.... ......:.....:. . t._....... NEW 2X10 1 NEW 2X10 1 I l .. - / \ SKYLIGHTS _, .�......._e ,--.... 11 --- �� ... 1 11 Y.. �..... .._.�.... _ . . RR5 16 O.G. -a - RR 5 ib O.G. - - - - < _ �_..3 ` -� - } I I f �..... �..._ i. rr - - -- I . :........' I I .. {... <._ < L.:..: _ STREET ADDRE55: t,... . RIVE ....1 775 MILL GREEK D :......... . . ....... :..........: _< i.......; 1 it . .'-'i...._< _.�...._ __ _.._i rv: :._ "_',�}�.`.....:..... TOWN: I / \ 1 i i i M......... I.........� ......�... ...3.......... ....f... ...:.f.. __ ......... . i _.._ t......_ 7.......; A NEW YOIRK I I "--'._.__ _....` �-m--......_� �_.......� ......;"-'....._. __ .... .. � STATE: / \ EXISTING ROOF OVER 3-O ( E _�....... - -- - - - } E I / \ OUTDOOR STORAGE 15 r0 _ __; __I _I �__; }.. „} {"„_„.I _ POSTAL CODE: IIQ3a REMAIN1 ;.... ....._..... ..... . I I I -- _ ... ..:_ _... .........,..::.:1._ 1F- 517E NUMBER: ....., NEW VELLUX VGE 2230 1000-135-03-35.1 WA I i .........� I N- ;....... }. f f........ f j. SKYLIGHT I / \ I ; i __ 1• _-t ......I ::: / \ I { �..... �.... ICONSTRUCTION P'LANS EXISTING ROOF AND ROOF -.� _.� } iJ ;....._._L }�: I- ... J _ ' O .-... - �.......... }.......-< :.........� j �......., � !... 11 011 RAFTER5 ARE TO BE REMOVED. I I _ / \ NEW SECOND FLOOR AND -':.j , I I 1 ANU NOTES r........,. ......... ........,. ......, .....i 4- A-FRAME ROOF TO BE I f } �i.... - - : I / INSTALLED I- - � � O = €- I � �1---. ..._.� -- - __� f---�..... ....... � y. a I,Y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �1 I I .. e , : t -------------------------------------- � ( E.... i — ; i r.. sEAL 4 SIGNATURE. PROJECT NUMBER: 2022-0021 CONT. RIDGE VENT W/ INITIATED DATE: 03/01/22 INSECT GUARD O AR ti DRAWN BY: 50A C7� �J�N CHECKED BY: 50A FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN 2' 4 $' � `� y , ! ��� '� DRAWING NUMBER: x �4 1 „ = 1 -°” i ' SCALE = 1/4 =1 --0 SCALE = 1 /4 =1 –01, ,� �1� 03761 �n PAGE: # OF 7 IL Ay ML- T.O.R106E ................. ...........- ............ ......... ........... .................... .................................................. ............. ...................................................... .............................................................. T.O.R106E S OF E"ll El A F F E LT 25'-q' =** **-= ---== ..- , -------- ---------------- 25`-q-y ..............11.................. ........................... ................... .......... ................................................... ............. ......................................................... .............- ............ .......... .................. .............................. ..................................................... ------------------------------------ A R" H I T E EX15TIN6 CHIMNEY TO .......... p: ...................... .................................... EX15TIN65 CHIMNEY TO BE EXTENDED TO BE EXTENDED TO COMPLY PqITH R1003.q ------ ............ COMPLY kqITH R1003.q PHONE: (631) 553-6333 ..................................................................................... ............... ---- PO E30X 762 ................................................. ................. ................................................... ............................................. ...........................I..................... ..................................................-................. ................. 12 6REAT RIVER, NEPq -(ORK 1173cl --................................................... 6LA55 4 ALUM RAILIN(5 ............... ...................... .................... ......................................... 15(5TEM. COORDINATE 12 ............................................................ ..........-------- NITH OKNER ............................................ ....................... ------- ---------------------------------.......................................--------- CON5ULTANT. ...... ....... 13.0.2W FL HINVON HEAD ............ .................................... ..................................................- .................... ........................ ............................................... 13.0.2ND FL HINXN HEADL ........................ ........... ............................................................................................................................. .......... ....................... ......................................................... ................................................ ....................................................................... .............. ...................... ... .......... ....................................................................... ..........----------------............................... ................................................... ... N- .................. ....................... FLAT DECK EDPM Z6 L 'Z -1 KATERPROOFINO lz �z MEMBRANE W FEDE5TAL PAVER TkOO46 TH3046 5Y5TEM FINI-54ED SECOW FLOOR FIN15HED SECOND FLOOR TO-112-v EX15TIN6 0.0 2N9 FL P41NDOW ..................................................... __j B.O.2N9 FL NINXH HEADd% ............ ;r Now --- ...... .................................... .......................... 61 7 T AR JR, X/0, H va/ Amill/0 .......... A d.:d6d:01popp......�'i EX15TINO -g/- Z6 -,ter- EX15TI NO ............... lz PLOT PLAN No 1 �'q 4 EX15TIN(5 fw. ......... ....................... ....................................... EX15TIN6 FIN15HEP FLOOR ELEVATIObL EX15TIN(9 FIN15HED FLOOR ELEVA --0--y 01-01 ORAVE NARIE5) d4 6RAIDE(VARIES) d� ORAVE N -- - --- -- --- -- - - - -- --- - --- -- ----------- L - - -- - - - -- -- I -- - --- - - -- - -- ----- ----- ---- -- - - - ---- A Or PROPOSED FROM ELEVARITIOIN' SIOL)" E (S%^JUTH) ELEV/6k1 ION 2 SCALE 1/4" l '--O" 4 SCALE 1 /4" V-0" NO. DATE DE5GRIPTION 01 0&126,122 155UED FOR REVIEkl WINDOW SCHEDULE 02. 10112122 155UED FOR FILIN(5 kqlNooN kqlNOOPq kqjNDON MANUFACTURER pqINPOp4 E C-7RE55 94 C-70 U-FACTOR VT DE5167N UNIT TYPE ROUC7H OPENINO MATERIAL PRE55URE Pq X H AALL CON5TRZTION ROOF GON5TRUGTION FIR5T FLOOR ALUMINUM LEAVER5 AND 6UTTER5 NEW ARCHITECTURAL ROOFIN6 5/4"X 6" HOOD FA-l;GIA NRAPPEO IN ALUM. NEN 30# FELT PAPER Tl,�0046 DOUBLE HUN 6-7 3' 0-115" X 4'&-7/W' ANl?ER5EN VlNrL4-qoop YE5 O.lq 027 o.43 30135 VENTED T$6 BEAD BOARD 5OFFIT5 NEkq 2"xlo" ROOF RAFTER5 @ 1611 O.C. OVERHANC-7 (5EE PLAN5) NEW 2"X12u R1067E 0145 CA5EMENT 20-515" X 4'5-315" ANVER5EN VINYLINOOD NO O.Iq 0.2q o.44 50/50 VINYL 510INC7 COLOR AND 5TYLE TO BE NEW 4X6 COLLAR TIE5 @ b4" 0.0. FHH506&APLR FRENCH DOOR 5'0-5/&" X Ot3-30- ANDER5EN VINYLA4001? NO 0.12 0.3 0.16 50/50 5ELEC TED f 3Y OPqNER NEN 2"XIO" CEILIN6 J015T5 @ lb" o.c. R3 RI 610 IN-,;ULATION NEN CONT. Rif?67E VENT5 5ECOND FLOOR AIR BARRIER EXTEND ICE 5HEILD 24" HORIZ DIM FROM EX15TIN6 J" 5TRANP 055 PLYPOOD EAVE5, VALLEY`5 $ JUNCTION5 TkOO46 DOUBLE HUN67 3'2-10'X 4'5-7/23y ANPER5EN VINYLAqoof? YE5 O.Iq 0.21 0.44 30135 5HEATHIN6 W BATT IN5UL. EOUIV TO R4q OR 6REATER NEkq 2"X611 KALL 5TUP5 @ 16" O.C. W R23 BETkEEN CJS FHH31&b5 FRENCH DOOR 3'0-50'X 6'&-31&" ANDER5EN VINYLINOOI? NO 0.12 o.3 0.16 50/50 ROCK NOOL IN-9)L,�" C7YP 00 FNI-1306AR FRENCH DOOR 3'0-5/63" X 65-315" ANVER5EN VINYLIWOOD NO 1 0.12 0.3 0.16 50/50 EX15TIN6 TX4" 5TUV5 0 16" O.C. W EX15TINO I I IN5UL. EGUIV $ 112" 67r:"BOARD ALL BUILPiNO Rl AN REVIEN NOTE: CV5TOM PICTURE ANPER-5EN VINYLA�Ooo YE-5 O.Iq 0.2.q 0.44 50/50 EX15TINC-7 K4LLL-5 s aa uNLE55 NOTED ANDER5EN WIN001,6 (PqHITE) NOTE5: 1. NINDOk6 ARE TO BE `400 5ERIE5" NHITE VINYL EXT kqlTH PINE INTERIOR ON FIR5T FLOOR, PRIMED PINE ON 5EGOND FLOOR. 2. PqlNl?Ok6 LOCATED AT ENTRANCE5 OR LE55 THAN ABOVE FLOOR (NONE) 5HALL HAVE TEMPERED OLA55. 3. CHECK ALL ROUC7H OPENINC75 FOR FITMENT IN THE FIELD PRIOR TO ORDERINO. T.O.RIE�; ........................................ T.O.RIX 25 EX15TINOCHIMNEY TO ...... ........................................ .............. . .......... .................. ...... ................- ............................................ ................ -----------------------=............................................ ............................ ................................I'.' BE EXTENDED TO ............. ............................... COMPLY NITH R1003.q ... ................. ........... .................... ....................................................... ............................. ....... --------------------------------------------- ------------------------------�,::=............. .................... . . .. ......... .................. .............. ................ ...... ........... ....................... CU5TOM CU5TOm .........................................................------------------ .............. ..............----------- ..................................................................................................................... .................................. ........................................................................ ....................... ................................................................ 1"wo ........... ...................................................................................................................... ........................... ............... ........................................................... ...................... ........................................................................ ............... .......................- ............... ...........-.................................... ......................... .............................................................11........................... .......... .......... ................ ----------- 67LA55 $ ALUM RAILINS- - -------- ..................... 12 5r5TEM. COORDINATE ........................................................................................... ......................................... ........................................................................................................... ................................ .................................... ..................111.11, -11.....................1.111.1............. ...... ....................... IG05TOM rlU5TOm HITH ONNER .......................................................................................... 12 .................................. ................................................... ------------------. ......------------------............ ------- 6LA55 t ALUM RAILIN69 ------------........................--........................... ..............................-------------------------------- ............ -----------..........----------- ------------------------------ 5Y5TEM. COORDINATE PqITH ONNER FNH316&5 FPqH316&5 FPqH316&5 FNH31b&AR ................................................................... --------- .............. .... ...... 13.0.0V FL HINPON HEADN FLAT DECK EVPM B.O.2W FL WIWON WAD J kqATERPROOFINO .................... '71 .................. ...........................-I . ..... ----------------------------------......... -/11W ....... -------- MEMBRANE W �16 PRO-ECT NAME: IN ................................. ................. .......................................................................................... ............. V , R, - .......... .............................. ............................. -R ............ ........................................................................................................................................................ ........................... ................................... .................................... PEDE5TAL PAVE 5Y5TEM ......... --------- .................... ------------ ............................................. ....................... ....................... ........................................................ .......................................................................... ................................ ....................... ............. ........... ...................... ...................... FLAT DECK EOPM KADILLAK kqATERPROOFINO . .. . . . ........ ..................... ......................... .. ..................... ..... MEMBRANE K/ A rwh IL M PEDE5TAL PAVER 5(.5TEM JAUDITION 4 1 Fl� F I FIN19W 5ECOW FLOOR %J FIN15HE9 5EC-aV FLOOR q,0-112,T 11 q,0-11211T 11 5TREET ADDRE55: 775 MILL CREEK DRIVE NEW YORK 5TATE: 1W.2w FL NIVON HEADgh E3.O.2W FL HINPON ................ ......................---------- ................... ------ .......... ............. ........... ............... ...................... ---------- P05TAL CODE: pip r�/, // r77-Fon"" 'A OW LOT5 1000-135-03-371 m/am Abli, p 5iTE NUMBER: m IN a q, li effilu",i mill", Moi M m �PRO WA 1/m 013 :'7 iC , EX15TINC7 Fill! EX15TIN NEkq TH210 BUILD' ING 1: lt,46 r"J, I INC7 EX15TINJ 46 EX15TIN6 M X" V A 'N F nil[,77i':�ill 177!Nlll r;p, IN dill ELE ATIO" IS N . ......... ......................... -1-- ------------- FIN15HE9 FLOOR ELEVAT14 FINI%ED FLOOR ELEVATfok E- FNH506&APLR �-O.V I 0 ----�6�RACPE(VARIB) '-�&�RAPE(VARIE5) 5EAL f -!5 PROJECT NUMBER: 2022-0021 INITIATED DATE: 03101122 ------- ------- ---- -- - - - ----- - ------- -- -- -- - - ---- - - ---- -- ----- - - - - - -- ---------- - ------- -- SN ID DRANN BY: 55A c� CHECKED BY: 56A 0 DRANINC-3 NUMBER: A REAR ELEVATION SIDE (NORTH) ELEVATION ff v A zff v 0 o0m SCALE: 1/4" = V-0" SCALE: 1/4" = 1p-0f) 761A PN %,q 0 PA6E: 6 OF 7 STEVE AFFELT CONT RIDGE VENT T.O.R106E T.O.PJ06EN AR%. nITECT 2X14 RIDGE BOARD EL:25-q'y 25-q"e _Y y PHONE: (631) 533-b333 PO E30X 762 GREAT RIVER, NEW YORK 1173c[ 5-1/4" X 5-1/4" 6LULAM 5-114" X 5-1/4"67LULAM VELUX (2) NEW 1z KING TRU55 KING TRV55 VGE224b AIR GAP BEHIND WULATION0 SKYLIGHT 7 830(I BALCONY ACCE55 -1/4" TH) ROCK WOOL INSULATION OON5ULTANT: BRIDGE W 36" HIGH NEW VELUX METAL RAILING SIDE BEDROOM 11 VOE2230 MOUNTED TO BRIDGE. SKYLIGHT 41! \b B.O.2N9 FL WINDOW HEAD6� B.O.2ND FL WINDOW HEADd� BATHE 9M ELs 15'q-114' A LA55 RAILING Lr) C N6 5(5TEM N- BEDROOM z -1 ,,–PEDESTAL PAVER EAVE EAVE SYSTEM OVER EOPM FLAT ROOF 5(5TEM FINISHED SECOND PLOOR FINISHED SECOND FLOOR d4 U— ELWO-1/2—Y r 17 j NEW 2XI0 FJ5 @ NEW 2XI0 FJS @ NEW 2XI0 t-Jb @ NEN e� R S @ 16" O.C. B.O.ZO FL WINDOW HEAD 8.0.2ND FL WINDOW W-APis EL 6-0"(P METAL SPIRAL PLOT PLAN STAIRCASE TO COMPLY %Z Q) BEDROOM PERROOM KITCHEN BEDROOM MNG REAR PORCH K/R311.7.10.1 ROOM Lw u) FINISHED FLOOR H"ATIO�L FIN1511D FLOOR E"AT1% EL: 0'--0*Y 11 y y EX15T 2X8 FJS EX15T 2X8 FJS @ EX15T 2X8 FJ5 @6RADE d4 . ..... 161, O.C. 16H O.C. Ib" O.C. (VARJE-5)EL. -1-2' IE.H 1=1 E= WE I 11=1 1 1 065EMENT BASEMENT I E-1 I JEEI I IEI lEE 1 —1 1 1 — 1 I._E�la I III-I 11= I U79 IEl li._= I i. I!=111- -7 BA5eENT ELEV EL: -7-q'(O' T=I I NO. DATE DESCRIPTION 01 09V2b122 155UED FOR REVIEW 02. 10112122 155VE0 FOR FILING PROor"'OSED SECTION TH IKot'U'O*hU G H ut"$EDFK%OOMS P R 0 P&O"& SED" SECTIv,"o% N THRUA"'& UGmmn LIVING Kw"0 0"M SCALE = 1 /4"=1 '--0" SCALE = 11 /4"=V-0" T.O.RIE)6EN 2XI4 RIDGE BOARD EL:25--q"Y BUILDING PLAN REVIEN NOTE: NZ F 5EAL 6(P DO To ENO II 5-1/4"X5-114" OLULAM KING TRU55 5TV05 W CAULK, T(P ; C, 47 TAPE ALL DRYWALL IN5ULATED J_ AIR 6AI:AE3EHIND IN55ULATION SEAMS R30 -1/4" TH) ROCK WOOL IN5ULATION GELLING/ATTIC (7 5EAL PENETRATION5 THROUGH END 5TUP K/ SEAL 6(P 00 To TOP AIR TIGHT FOAM PLATE W CAULK, T-(P 01 No 5EAL PENETRATION5 5EAL 67(P BD TO 13,0.2ND FL WINDOW HEADA THROUGH TOP PLATE W EL.15'q-1/4"r BOTTOM PLATE W 0. IR TIGHT FOAM CAULK, T(P A BALCONY ACCE55 BRIDGE K/3(9" HIGH ZZ METAL RAILING 51DE GE. "Z -1 MOUNTED TO EIR106 z L--------j SWITCHES ON INTERIOR FIN15HM 5ECOW FLOOR ............... HALL5 00 NOT REQUIRE PROJECT NAME: ELq'0-112'y r EXTERIOR HALL 5EALIN6 LIVINC, ROOM 13.0.2M?H_MOON HEAD,:s TYR END WALL SEALING KADILLAK -1y 6'-0"0 METAL 5PIRAL z 3 O . . . i EL: V 5" 5TAIRCA!5E TO COMPLY SCALE = 3/4)1=11-01) W 8311.1.10.1ADDITION J REAR PORCH UTLE5 N INTERIR 30" KNEE kqALL5 OTOO 0EYONO2 PqALL5 00 NOT REQUIRE STREET ADDRESS: V5 MILL CREEK DRIVE 5EALIN6 R)LL DEPTH IN5ULATION OVER 10 RATED AIR-T16HT TOW EA5T MARION LIGHT FIXTURE LIGHT FIXTURE CAN 5TATE: NEW YORK ................ AIRTIC-HT WIRE CONNECTION (ASTM E-2433 POSTAL CODE: IIq3q FINISHED FLOOR E±VTESTED)TW) ATIOX FROM JUNCTION BOX BOTTOM PLATES ON LOT5 1000-135-03-35.1 EL: 0'-0' SITE NUMBER: N/A INTERIOR KALL5 DO EX15T 2X8 FJ5 0 EX15T 2X8 FJ5 @ EX15T 2x8 Fjs ® zADE NOT REQUIRE SEALING 161, O.G. O.C. F1 ...........I I I.... I. ..I I., I .__�1 I I 11� i , I 1 1-7-11 CRANU ACE _d I I BUILDING SEC"'TIONS IEHI 1=1 El I = I 1=1 E�l I F1 , Ild =1 I— — 'Am NFL"') DETAILS 0 dt Ill T T .. F=i -=l 11-1 = I I�__ I :_:_ 1 0 I I I F-I I 1=1 1 =1 7 5EAL 6AP BETWEEN INTERIOR RECE55ED DRYWALL AND CAN INTERIOR HALL LIGHTS 00 NOT REQUIRE WITH A 6A5KET IF 5EAL IN 67 5EAL 1, PROJECT NUMBER: 2022-0021 REWIRED BY MANF INITIATED DATE: 03101122 FOR RATINCvEN - ORANN BY: 5E3A 0 GHEOKED BY: 55A PR A W A A DRAWING NUMBER:OPOSED STI ECON OULII THRGH V" NG OR 00" 0 M A AIR CEILING AT OREC"'ESSED" LIG" EMETS T"ATfpr'k INTEOR 100"' R ALL SEALING 2 SCALE = 11/4"=V-0" SCALE = 1 -1/2"=V-011 5 SCALE = 3/4"=V-0" 3 61 1!. A-30'k Ook •uo"h 00'k <i� NE PAGE: CI OF 7 SaTEVE AFFELT W—ALUM DRIP E126E OVER 5HEATHIN6 AND BEHIND MOULDING ARCHITECT R106E CAP TO MATCH ROOFING NEW CERTAINTEED PVC MOULDING 5HINOLE5 ADJU5T5 FROM 0" TO 112 PER FT. OF SLOPE COMPENSATION. 2X2 BLOCKING 5IMP50N HURRICANE STRAPPING PHONE: (631) 553-6333 CONTINUOU5 RIDGE VENT WITH PRESCRIBED NAILS ROTATE j X 3" CERTAINTEED Pvr, FA5rIA 00 WITH INSECT 50REEN >< PO E30X 762 BOTH 510E5 ASPHALT ROOF SHINGLES GREAT RIVER, NEW YORK 1173q OVER EXISTING 30# FEL 055 PLYWOOD PAPER. ED 67E RAFTER STRAND SHEATHING CERTAINTEED 5101NO OVER AIR FINGER TAB BARRIER ---------- CONSULTANT: ------------- LLL LL LU T S A A 1 1*4 EI L RAKE FA (.;A LJ A 2 u 6W SCALE 1 "=l '—O" �10A t"oz D>5 R�� R Ik5 P� ,, - - ROOF p \ZoGf 112" PER FT. ---- ----------- PZAA, FINGER / �. - MAPLE HANDRAIL, 5ANDEP AND CLEAR TAB(5) ! / / j COATED W POLY URETHANE POINT BOTH FINGER TABS DOWN HILL ROTATE 01505 IN RELATION TO EACH OTHER FOR MAXIMUM SLOPE C*OMFEN5ATION. TO COMPENSATE FOR AN APPROXIMATE RANGE(0-4%) OF SLOPE. OAK WOOD NEWEL P05T 5ANDEL? PLOT PLAN PAINTED WHITE V5 LEVELING BASES FUNCTION AS TWO L04 LEVELING 01565 WORKING TOGETHER AND ATTACH TO THE BOTTOM OF 7ETH VER5ADU5T PEDE5TAL5. 2 L049 MAY BE 5TAGKEl?BELOW THE VB LEVELING BASE IN ORDER TO COMPENSATE FOR ALTERNATE 5IMP50N HURRICANE AN ADDITIONAL 0" TO 112" PER FOOT(0-45K), PROVIDING A MAXIMUM OF I" PER FOOT 0%) SLOPE COMPENSATION. CONNECTOR5 AT EACH RAFTER RIDGE BOARD A5 PER PLAN RE-IN5ERT REMOVED TA55 AND ADHERE IN-BETWEEN DRILL 51DE HOLE, IN5TALL NA5HER A PAVER5 TO MAINTAIN PLACE DII FLEXIBLE RUBBER 5HIM-5,WHOLE ............ R" IDGE VENIT DETAIL AND NUT TO SECURE NEWEL P05T TO PA 5PAom (rm) 5EE NOTE 4. OR IN SEGMENTS,UNDER THE PEVE5TAL IN FLOOR. PLUG HOLE W PqO00 TO VER5ADJU5T PEDE5TAL(5) A 5TAIR 5TEP FA5HION TO COMPEN5ATE IT SCALE 3"=l '—C)" MATCH TOP OF NEW DECK OP OF PEDESTAL FOR SLOPING a85TRATE5. 05E NO MORE : ,�( PRE-DRILL NEWP05T IN CENTER ROOFING OR WATERPROOFING u CAVITY HEIGHT THAN 2 5HIM5, AND ADHERE THEM TO EACH j fIll MEMBRANE FROM BOTTOM FOR LAG WITH CONSTRUCTION ADHESIVE.6, BOLT MAX. CAP 10'WIDTH VB SLOPE COMPENSATION AT PERIMETER (TYP) ADHERE SHIMS IN PqOOL? FLOOR E06E 5TRIP TYPICAL 40 Po'-I BEARING 5URFACE VER5ADJJ5T PEDESTAL PLACE WITH 5LOPE TO DRAIN IN-50LATION PLACED UPSIDE-DOWN POLYURETHANE DO NOT ADHERE TO SUBSTRATE .......... ROOF DECK W 7A135 REMOVED CONSTRUCTION RADIANT HEATING GROOVED ADHERE MULTIPLE SHIMS ADHESIVE TOGETHER UNDER PEDE-5TAL NO. DATE DESCRIPTIONPL'(NOOJ? !5,Uf3FLOR PERIMETER PLACEMENT W/ CANT STRIP BI Is UNDER VERSADJUST 01 08/26/22 155VED FOR REVIEW 7270112122 155VEV FOR FILINC, ADHERE WITH j"(P LAO BOLT WITH THREADED END POLYURETHANE T CONSTRUCTION HOOD FA501A TRIM PAINTED WHITE 011 FLEXIBLE 5HIM5 MAY ADHESIVE NEW LAP SIDING W AIR B11 FLEXIBLE RUBBER 5HIM5 MAY BE BE PLACED ON TOP OF PLACED ON TOP OF EACH PEDESTAL TOPEDE5TAL5 FOR MINOR BARRIER OVER EXIST NEW (3) 2XIO FLUSH HEADER W DAMPEN THE SOUND OF FOOT TRAFFIC. MAY BE CUT LEVELING OF PAVERS WITH 5+EATHIN0 ON WALL STUDS 5IMP50N J015T HANGER BlIs MAY BE U5ED WHOLE OR CUT INTO INTO THICKNESS VARIATIONS. W RIq IN50LATION 5E6MENT5 FOR 5HIMMINC-7. 5E6MENT5 U5E NO MORE THAN 2 2X3 5OFFIT f3RAGIN6 /6" LINE OF CEILING BEYOND O.G. K/ VENTED VINYL 5OFFT NEW GYP 50 BELOW BRIDGE J015T5 HEADER A5 PER PLAN B11 DETAIL BI ls ON TOP OF VERSADJUST AZEK TRIM OR EOVIV ALUM DRIP EDOENA ^MR A o 1"IER 10% vK% RAILINEC03i DETAIL uu u t.;tk r U *' I Uft AM I OL RA' Av%bF 0%' E 0r mftErw& MAL DETAA BUILDING PLAN REVIEW NOT: BUTYL WEATHER PROOFING riz WRAPPED AROUND WINDOW SCALE ' " 3"=l —OSCALE NTS ANDERSEN WINDOW 5TYROFOAM AIRFLOW BAFFLE PAVER NEW ASPHALT ROOF 5HINC-7LE5 W/ BOTTOM OF METAL CONTAINMENT 30# FLET PAPER OVER EX15T 112" MAY DE DENT OR CUT ABOVE FA5TENER5 PLACED AT A` AA 4- 0513 5TRAND PLYWOOD 5UE35TRATE TO ALLOW WATER TO JOINT5 BETWEEN PAVERS A ODEI * A WE A A r% ESCAPE. METAL CONTAINMENT MU5T WINIJW HEIA UAIL FULLY CONTAIN PAVER5, AND MU5T SCALE = 3"=1 '—C1" TIE BACK IN TO A BUILDING WALL LEDGER BOARD (i' 5EAMLE55T OR PARAPET. 1 ALUM GUTTER TWO PIECE EDGE5TAINLE55 L1 METAL STEEL OR r--T DECKING I F1 ANDERSEN WINDOW 22 6A. 67ALV. OR ........ PRE-FINISHED METAL ...... A� ................... ........... -------- ......... ........... .......... ...............------- ................... ......... ........................ .......... A CONTINUOUS,EXPANDING IN5UL Et, 514X6 FA501A FOAM AROUND WINDOW BOARD WRAPPED IN ALUM PROJECT NAME: KADILLAK AZZEK STOOL ' VENTED VIN'(L !50FFIT APRON TRIM OR E(XIV TTI PROVIDE CONT. DEAD NEW LAP 510IN6 W/AIR BARRIER AUU UN OF SEALANT AT OVER 05B SHEATHING ON WALL CUTTER x: 'x: ;K' BiOCKIN6 AND 6YP 5TV05 R3 R1610 IN5ULATION / 11 1 11 '\ 'I,"'I, ' 4' 5TREET APPRE55: -n5 MILL CREEK DRIVE 'y J, BUTYL WEATHER 59ARO AGAINST SILL TOWN: EAST MARION PROOFING PLATE ......... WRAPPED AROUND __-- STATE: NEW YORK WINDOW POSTAL COPE: IIq3q LOTS 1000-135-03-35.1 ...... ---------- R1610 BOARD IN50LATION, MIN R-3 El U I L D I N%037* NEW LAP 510INC-7 W ONSTHU Urm AIR BARRIER OVER OS-75 SHEATHING I "Ll APPLY CAULK AGAINST PLATE5 TO ON WALL STUDS W 5EAL 6YP E312 TO WALL TO CREATE AIR D TAILS 5PRAY FOAM INWL----- BARRIER. REFER TO AIR BARRIER ftl DETAIL5 ON EN-002 - ------ ......L, -0021 SEAL COf PROJECT NUMBER: 2022 INITIATED DATE: 03101122 cl, coDRAWN BY: 56A , I ;'k CHECKED BY: 55A A 11 rm NW& ra 'affa. DRAWIN6 NUMBER: WINDOW SILL DETAI L R 0 U"'ft& F EAVE DETIA L KVUr Ut(oX Eou"b (03" E 1p)ETAIL A 5"K Jft Affill 0 2 SCALE SCALE = 3"=l '—O" SCALE = 1 -1/2"=l '—O" = 7 = — op 0NEW " 1i-mk uKvit vff I PAGE: 10 OF 7 AFE AFFELT ENERGY6UARD ROOF PRIME MASONRY INSULATIONST Esv RUBEROID /6AFOLA5 FA5TENERS APPROX. 24" (610 mrrn) O.G. \ MEMBRANE -- \ '" ECT SEALANT — CONTINUOUS BEAD \ \\ ARta* Hlwl RUBEROID SMOOTH MODIFIED BITUMEN FLASHING MEMBRANE FASTENERS MAXIMUM 8" (203 mm) O.G. FOR \ MINIMUM 12" (305 mm) LENGTHS UP TO 12" (305 mm) AND 4" (102 mm) O.G. PHONE: (631) 553-6333 FOR LENGTHS ABOVE 12" (305 mm) PO 80X 762 BA5E/PLY 5HEET(5) GREAT RIVER, NEW YORK 1173cf ENER.GYGUARD CANT STRIP - SET IN BITUMEN / \ c- NAIL 3" (76 mm) O.G. 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WHEN PARAPET WALL EXCEEDS 24" (610 mm) IN HEIGHT, REFER TO DETAIL MB/BUR 6, "HIGH PARAPET WALL." J 2. MASONRY WALL5 TO BE PRIMED PRIOR TO FLA5HIN6. WOOD WALLS REQUIRE BA5E SHEET NAILED TO WALL &" (203 mm) O.G. ALONG TOP AND LAPS AND &" (203 mm) D.G. THROUGHOUT THE FIELD OF THE BA5E SHEET ON THE WALL. % ....... NOTE: 3. BASE FLASHING ON ALL 15— $ 20—YEAR GUARANTEE 5Y5TEM5 MU5T HAVE A BASE PLY. REFER TO FLASHING 1. BASE/PLY 5HEET(5) TURNED OVER EDGE A MINIMUM OF 1 1/2" (38 mm) OR THICKNESS OF NAILER, WHICHEVER 15 GREATER. MEMBRANE APPLICATION AND FLA5HIN6 5PEGIFICATION PLATES. 4. SEALANT AT TOP OF SURFACE—MOUNTED COUNTERFLA5HIN6 15 A MAINTENANCE ITEM AND MUST BE MAINTAINED THROUGHOUT THE LIFE %- 2. FOR DRAINAGE OVER EDGE, USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO ENSURE A WATERTIGHT SEAL, 1 L FOUTT T I L GT 10 N.. 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NO. DRAWING TITLE INITIAL ISSUANCE REVISION NO. &DATE - PROP05ED 5EC,OND FLOOR ADDITION ATOP FOOTPRINT OF EX15TINC, FIR_5T FLOOR. 01 NEN BATHROOM(0) ADDITIONAL BEDROOM5. TOTAL OF(3) BEDROOM5 BUILDING PLANNING- DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS / T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 2 09/29/23 UPON COMPLETION. REPLACE EX15TINC7 CMU FOUNDATION AND FOOTINC7 DUE TO FIELD CONPITION5 01-SCOVERED DURIN6 THE 5TART OF CON5TRUOTION. 6ROUNI? 5NOP4 LOAD: 45 P5F ff. - LNE LOAD I I G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 2 09/29/23 FLOOR DEAD LOAD: 10 P5F EXTERIOR BALCONIE5 . 60 G- ODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 FIR5T FLOOR LIVE LOAD: 40 P5F DECK5 40 002.00 C 1 2 - ZONING ANALYSIS 5ECOND FLOOR LNIE LOAD: 30 P!5F PA_56EN6ER VEHICLE C7ARA(5E 50 G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 1 10/12/22 2 09/29/23 ROOF DEAD LOAD: 10 P!5F ATTIC5 XITHOUT 5TORA67E to I I - ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION, NY 1 1 939 ROOF 5NON LOAD: 30 P5F ATTIC5 NITH 5TORA6E 20 ARCHITECTURAL BLOCK/LOT: 1000-1 35.00-03.00-035.1 00 BA61C NIND 5PEED: 130 MPH ROOM5 OT14ER THAN 5LEEPINC7 40 A-1 00.00 FOUNDATION PLAN & FIRST FLOOR PLANS 10/12/22 2 09/29/23 NIND EXP05URE CATE6ORY: 6 ROOM5 5LEEPIN(9 ROOM-5 30 ' ZONING DISTRICT: R40 5E15MIC DE!5IC7N CATEC-ORY. B 5TAIR5 40 A-101.00 SECOND FLOOR, ROOF PLANS &DETAILS 10/12/22 2 09/29/23 ZONING MAP: EAST MARI-ON hEATHERIN6 AREA: 5EVERE 6UARDRAIL AND HANDRAIL 200 A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 2 09/29/23 PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPT14: 3'-O" &10216=DEFLECTION OF STIWT,MD03R5 A-300.00 BUILDING SECTION AND DETAILS 10/12/22 2 09/29/23 I TERMITE AREA: MODERATE TO HEAVY STJW7MZAL HEHMR . ALLOKM F DIRW71ON -_ A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 1 09/29/23 - NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY' DECAY AREA: 51-161-IT TO MODERATE RAFTER5 W 5LOPE 6REATER THAN 3112 NITH NO FIN15HEV CEILINO U00 - CONSTRUCTION CLASS: TYPE V-WOOD FRAME MINTER DE51 67N TEMPERATURE: 11 A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 OCCUPANCY: RESIDENTIAL,R-1 ICE 5HIELD: REOUIRE-V INT. KALL5 t PARTITION5 H/00 I - FLOOR HAZARD: YE5 IN FLOOD ZONE FLOOR!5 $ PLA5TEREV CEILINC75 L/3bO PLOT PLAN LOT TYPE: INTERIOR LOT I AIR FREEZIN6 INDEX. 5qq ALL OTHER 5TUCT. MEMBER5 U240 LOT AREA: 11,105 (70'X 142') MEAN ANNUAL TEMPERATURE: 50 EXT. NALL5 W FLA57ER OR 5TLACCO H/360 11,242 5OFT(00%) DESCRIPTION I REQUIRED ' NY5 CLIMATE ZONE: 4 EXT. KALL5, NIND LOAD5 W BRITTLE FIN15HE5 L1240 TOTAL 51TE I EXISTING I PROPOSED I COMPLIANCE FEMA FLOOR ZONE: WA EXT. NALL5, NIND LOA05 W FLEXIBLE FIN15HE5 L1120 ,� , , t�. :_ GENERAL REQUIREMENTS , "� L ''I � I �', 1-1. - ,� � I LOT GOVERAQE GAL60LATION PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES I N EX15TIN6 DRIVENAY 2q4 5OFT (2.6%) Exi5ntsia ONELLIN6 1,135 5OFT (10.0%) GROSS FLOOR AREA LOTS UP TO 20,000 2,100+ 138.5 (12.5%) =2,238.5 1,097 1,725 SF YES EX15TIN6 MA50NRY PqALL5 $ 5TEP5 33q 5OFT (3.0%) TRU5TEE5 NOTE: LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES STRUCTURAL CALCULATIONS EX15TINC7 5TOOP5 56 -50FT (0.5%) 1) EXCAVATION MATERIAL 15 NOT TO BE U5ED TO - EX15TINC7 5HED qb 5OFT (0.&965) RE-6RADE 51TE. YARD REQUIREMENTS OUTDOOR 5HONER 3& 5OFT(0.396) 2) ALL EX15TIN6 TREE5 ARE TO REMAIN LOT WIDTH 70'-O"+/- 1001-01, 70'-O"+/- NO CHANGE EXIST NON-COMPLY ROOF FRAKN6 (TABLE 3.-dy) KALL FRAHNS FLOOR FRAHNQ7 HOU5E 15 TO BE A LOT DEPTH 175-0" 142'-7 142'-7"NO CHANGE EXIST NON-COMPLY REOUIREP 5PAN - 12!--l" k4xv ELM JOIST5 TOTAL l,q5& 5OFT (17.2%) NON-TURN BUFFER - THRU5T FACTOR - I LUMBER - DOU69-FIR #1 L"ER - 5AkN 2XIO F,J.S @ lba O.o. � - REQUIRED FRONT YARD 35-0" 52'-2" 52'9-3/4" YES NIND FACTOR - O.&7 MAX. HALL HE16HT-&'-ON REGUIRED 5PAN - IZ-7' REQUIRED SIDE YARD (280-46) 1 O'MIN,25TOTAL . 2 l'-9";45-4"TOTAL 24-9";57-5'TOTAL YES %-OPED ROOD A016TMENT- I U5E 2X65 5TUO @ 1611 o.c.......oK H."SWATMNI97 LUMBER - 5AM 2XIO R.R.S 0 lbu O.C. TA13LE 3.14 - MIN. PANEL THICKNE55 = -1/16" . I I = 1-011 REQUIRED REAR YARD (280-46) 35-0" 1 36' 1-1/4" 361-1/4" NO CHANGE YES NIV LOAD 5PAN - 125& Xhl X I =.......OK KALL 5W.AR#NQ1 MIN. - SITE PLAN 1 / 16 1 HEIGHT REQUIREMENTS 5NON LOAD 5PAN - 12.5& X I = .....OK 5HEAR HALL MIN. PANEL THICKNE-55 = 7/16" MIN. QM20M 94EAR KALL5 A5 PER kFCM 3.4.4.2 LPERAL FRAHM AND SW-M CAONNWTIONS ' . I MAX.ALLOWABLE HEIGHT (280-46) 1 36-0", 2-1/2 STORIES 1 16-1 1"ONE STORY 126--1 1", 2 STORIES I YES - RVQE BEAMS- TABLE 32q A5 PER kFGM 3.2.1 NO. DATE PE56RIPTION FLOOD ZONE ZONE AE (EL 6) WA....OK Q0NW:(M' 0N UPLEE COW50TIONS 01 0&126122 155UED FOR REVIEN LA7BZAL HMN9 A,�V 5WM CONIEZ,77ONS RE6?- # OF&D COMMON NAIL5 IN EACH END 02 10112122 15.51)ED FOR FILIN6 VEGETATED NON-TURF (MILL CREEK) ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRI- SWA7MW MAME 3. #OF&12 COMMON NAIL5 IN EACH RAFT-ER JOI!5T To Top 5TRAP = 6 1 1 BUFFER BETWEEN P0140 MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020"-Panel Thickness - 1/2" Min. PLATE CONNECTION = 4 03 0210&123 155UED FOR _560H FILIN6 ECCC OF NYS. Roof UP-LIFT COW507701145 04 ObA5123 REV15ED FOR TRU.5TEE'5 FILIN6 omo(pf, Noll 5 #OF M?COMMON NAIL!5 IN EACH 05 0,5/12/23 REV15Eo FOR TRU5TEE5 FILINC7 WALL TO BE OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START CIF DEMOLITION .pacing for .Od Common Nalls MAINTAINED IN Location Edges Field Ob Oq/2q123 REV15ED FOP, TRU5TEE'5AMMENDMENT P E R P ETU ITY-------\ Pg5\*0 S 45-27'42"E END OF I 114"X 20 6A. 5TRAP = 3 . 4" Per. Edge Zone 6 6 .1 , 1 26-14* S 410'54"I#57E PLANT 56HEOULE: Interior Zones 6 12 OVERTURNIN6 FZ5. -HOLD VOkM NALL - . . 196 24.7-9 I 1 6oble, End Hall Rake 4 4 HEIC7HT- & � . -stance) PqIN9 4,360 LB5. 5E15MIC 2,400 LB5. I EXISTING AND NEW ,,,,�F, Ar%.l 10, . (tie di A __ I LE6ENI? OTY KEY E30TANICAL NAME COMMON NAME GOLOR 5PAGIN6 PURGHA5E 51ZE � CEILIN6 FRMN5 - TABLE 3. r_Ir_% 4. 10 / ., / .,i- 0 AT A50LEPIA5 TUBER05A BUTTERFLY NEED ORAN6E 3' o.C. b" HIOH REOUIRED 5PAN - IZ-7 LUMBER- I � FOUNDATIONS & s Z)..f I tide ,// , 0 CM GHRY'50PI56 MARIANA MAR'(LAND 6OLDEN A5TER YELLON 61 o.r,. 6" H16H DOU6 FIR #2 FOOTING TO BE # I 1. . 1,126 SQIFT 0 9 Conc foobrig 14, 4�pnc%,,, OJI/ I . .i i. 4 0 , ET EUTHAMIA TENUIFOLIA 6OA5TAL FLAT TOPPED 6OLDENROD YELLON 3' 0.6. 6" H16H U5E 2X,5@ 16" o.c. ....... oK I - 0_� ll 4 4 0 IL IONAr,T15 LINARIIFOLIU5 5TIFF A5TER PUPLE 3' O.C. 6" HI 67H - 1. tone, W09 , 4'-O" WIDE ACCESS -W .v 41 .1 1225 03 EUPATORIUM HY55OPIFOLIUM NHITE BONE5ET NHrrE 3' O.G. 6" Hl 67H rocks 14, 11, %$1 141 %.I, 11P I ......f... -70LDENROD YELLOPq 4'O.G. 6" H1 62H UW.QZ.2ETWEEN 0 RH 50LIPAW 5EMPERVIRENS, 5EA51DE C _\ 11 1.11 1�1 20NE A& 1P %1, STOOP AND 10 JH JUNIPERUS VIRGINIANA EA5TERN RED CEDAR 6REEN R PLAN 4'-O" H1614 I I 0 \V 41 NEW MASONRY STOP --� /-.�. 0 MP MORELLA PENSYLVANICA NORTHERN BAYBERR'r 6REEN PER PLAN 1�-b" H16H metal fence in ---..., F * FLZ 6 ..��%1' .... LAI I ----�,,,----11_- - -,-.,---,--�-�-11---�-1--���.,:Zy.z--"�,- 1 SKYPLANE DIAGRAM I 10'_0" BUILDINO PLAN REVIEk4 NOTE: conc. wall %4/ ,P 14, %41 %-�, \1/ C9NSTRUCTED 9% -.� �-Tz-,;-�= !!!!!T1 I'll �,�rz��,-�--�--�--;z,7L,---��--�T. -, - , 1� ======= . 1=1�] 0.7'W 0�_�7 .......... ....... :N,,_ A> . 11 . ...* .. 0) . .. �91� AbOVE %P 14� .........'.............. Aj 1`,� %4, 1-11:E� .'................--.. 11, I 0% 'N--�l /'� '! ............. . I I FC ......... 44 j it�,' �^. %411 14, -e-< %v ......... 1.11 14, 'IV 14, 14, %I, ;��1: 1. \ .::�:�:�:�:�:�::- I.iij� 0.5*w ..:�:�:�:�:��" 0 LPPERM05T ROOT 5HALL ill flz�� BACKFILL XITH 501L / . % to fdl �, 14� 11� %4, 11, ....'. -----\ 11 i'�1�: �� ............ . %41 Masonry 4:E� 141, -*-*. . BE NO MORE TRAN I' .."k,"I", REPOVED FROM HOLE J* N mcor, ..,.,.*... 1;� BELON 501L WRFACE - \ _ .....:..'. -stoqp " r --ri.....-\"",',,,�,,` __ li.�i EX15TIN6 501L \ %4� %4,' 14, %I, 14, * ""' ,*"' �4/ 14, v- w- 11- ,_1- '11,� / * ;Role - % T*-% -111=. ", ' ' �-� � de � - f 1��",�11, -��,�= ,11,111, ......I.... %IV 141, ' i::f 1111- - , " " .- BREAK IP ROOTBALL OF ... _", , "I", "" I . - -- LO . ......I... ...... . \SQFr 2ND STORY' 5PREAD ROOT5 OUT - _ ,", " I - " ......... .v......... . -TT_'-11��TiT-11 I-1- CONTAINER PLANT5, .,.,.,.I..I...... . . 'co I I � , '" \ ............ ...... ..... I- INGLLVIN6 PLO65 PRIM / ..... . .. .. K) .........2oz........... ... ALCONY , I I I 1111 -111 12 % .,� .. 44 1 - ,__1 1, _I I I- CIROLINO ROOT5 4F 9 No ... 4i - - It * Q� FLANTIN&HOLE 0)TIW-5- O� 1,126 SQFT,e]STING / - N THE ROOT 5PREAD 11 NOTE., / _. - - \ 0 FOOTPRIN;,oCF - * v"" BARE ROOT PLANT5 MILL NOT BE #0 . % outdoor / "O' PLANTING DETAIL PERMIT17ED.ALL PLANTIN6 TO BE / ��\ - 0 DWELLING 1-----' tr) M44ED IN ACCORDANCE 11ITH 11E5T I � \\ *-- shower rq 56 * * ACCEPTED NR_9ERYMAN�5 PRACTICE / " / _11E - \N . 8.5" A 0 4 '1� ) --- 0 X T.� I--- 110 "'. "I .", - . ADDITION <', :!! -,,!.� _23 v___ a - -� - " , V i v-- I-, , 1/70 Fa3BER W55E AND 12 6A. . - - ,_ . I i�'.I ,_ Z TEMP REMOVE AND Q� 1494 4'TAU MINIM"TREE-5 / \_�� 9M Z- - w RE-BUILD OUTDOOR 1-1 , t, PLANTED PL"A5 5WM 1/1 ��� - SETBACK F \, 6ALV.P41PE PROVIDE TuRN szKLE5 ri- � SHOWER ----------- 7 0 si LOCATIONS ON PLAN t"' (3)OR TAISTADJWM�_- . � 1, . I� - q,�r,, __ , I / 5.6 I-\,\. I I _ - "'A b (6VARANTEE T`REr-5 FOR A __/,��_ ,__ � I - [ '- .- I -1 ,_ - ` , -ONE YEAR) - ' �� "" LLJ TEMP REMOVE * * * PER1012 Or ------/ " X CEDAR 13AW(,HIP5(W.F.)OR EWIVALENT �) It Q) Q� 8'0 X 4'-O" DEEP ; / $ . AND RE-BUILD / 1:�-'---..-''-.",,,-%�--�-.."�"" _/\77�� -_ - ___-....-:n- 'T.41,;`1 4. An# __ \/--------- k__- __ __ I - �_� . _____ r_ 0 CELLAR I , r�n,*� ..- ,. -- - <!) STORMWATER DRYWELL __ - I , ,", --, ,,'.,f�,k"." 'ku-'I� _c`i-.T-. �� -, , a A" "I , ,, � !I I �m �� -, - _ ,� v% ,� � I toll-1111 't, N I 71:, , , W,I I " - 111'111�'�, - "I �-, , ,,�� I -IS,,t, 11 " \ , "' " ", \ ,, "� &RIA", "" � � " �`, t�,�, .. , � ,; I '' � "s, 11"'MW,46, ",, " , , ` -, , ` " , __ \ , .�,\ -, i, : ""NO" ', Z-\,\" �,�,1;,� '111 I 'IV,, ''I'l"",-���""�,,�,,�,,�:,-I-, , M, W \ I � f'I'll I �: - , , I - "40',1`,`,,,�,,\- I �\ \ " ,,�',,� -'-�' XED PqITH 012010 """"77777 Z'� ,,ggo, 4 ,�p&,�", ,��-, \, I ",�"",�� .� 13 "_"11_____""� - - C K. ,,", .," I I- -��',,,�--., 4" - a� N It S -I,- \ �No 1111 1, \ , I-I 11-- -- ____?12�1 (3)CEDAR 5TAKE5 DRIVEN KFILL PqITW TOP501L MI, \ �\ ",� . 11 I'll"�ll,�,�""I'll",\,",""�"I� 11,�� , ,01" _,u ", 0 CONNECTED TO _0" " tt� I I'111-�,�_,'\_,""',",\\ - , - ��117 ,�, kwa, Mftki xsc� , 1.1, , ,""',,"\�I," AN 1, 01", �\ i z�` ,� �,MR ,I`,`,"f�,";�:! 1�_\�\',', I"Im"1111111 , , ", �I� \�F�'��I"\\,\��30351M��A, I , .,\"\",",\ `�`,` �- ::, - �",\\"\, ........... ""'\"" w ,\""S,�""",�,,,,,���,�,,�,',,\',�"I , " z \`.-m STAKE5 5ET AT 120* \ \, \\ ,,,,""OP-,�\': -"\, , I , ,, 11 \ , I "'Am w\ AND M"5TRA16HT. .,,-,� "p, , 7��, n I 4 ,_ \\,, A , \ � Mw,ll,`�, :,, / 3OLY, � 11 \ i I ,\ id FERTILIZER AT THE RATE OF(5)POLMS PER k I I My I-- __� I I il. .. - \ I I I I,\1\110 I \ ""All'115�,,�-,�- _ '' 'Si% I \ � .:. TAKU. \\"z\ ,\, �, ,\ \ i ,�, , 0, \"\"\simm_ �,,"-��ON,"t":'�,,�;,�""" t I ,_ " I . w,,,�,,,,, - �M5 , " �, , ,l� . i , , - \\ �', n a i,p GU17ERS & LEADER, 11 KATER RVROU64t*(AND FIH TO \01211 \,lu "I�1`"I, , "" ,:�- � w" � 1�� , " , . ,��,11F,P, ", , 5v ,��, \28�"IC ",I;E,,�, '_ , , as I (z) .o\. , 4� Z'1, , ;i;i " � k, , " �:�,"\,� ", I 1 2_ � ��tt ol %, INTERVAL5 AND - EXISTINr,EARTH LINE ON TREE TRLNr- -7 1 1 Z, Z-1 11 I.. ....._ w , Q " I ; , , , ,, "' I �` qw,,", ,,,\\1&'Ik I�_,'�,,, , � �, ,"" " "', 'N",-, , , t,,� >� TYP. 0 IF (2) - , 7, _ 1 , 1 , �, I ",�z,","......,,,�,��`,'�:,,�,� t"��`,,�,'"\1\\'11''"'."" '10, � , �. "", �\ , �`R"X`11 "I'll , "", ", . I , .4.,""'M�-", , \ " ' ' 4,\11� _", A DR�'PqELL utoup I --�--, PLANTING PATTERN wuAL-vir,TANT mom TRff , - ,- , wl" I �, "", ,, - c __4 __ , - ,� ilgiw`1,11Z "I 66"14"'ON"N�', \"�,��,, " ��:,� " , �R� ,� \ , �-offi` , �` �\ , ,\�,\"",\�0�1` , , \\11,1111" -_,,�,l�"'�,,��,- ".""gg,�gT ,,",,�",-\����,�,,\��\\\,�',,,'��i , I I 41" �" I \ I , , \\"" , , ,,, MR I I� ,4q I I ���11'1 I� , , \\\ M, I ,,, - `�, , 0 f ',',,��":��" � ""�-"'':\m 1N,-,,T""',`N\ \ , , �, PROJECT NAME: 5UBI-501L 't" �" ""�', , 11" I," t:J'a\1, I"��-""1'1'1�\\\"I ,, IN"jXQ,,� W I N "\�,\;,",\§ ,4 w �, , 1� \ �1��i ,\\4 I I , \ I� -I 1, Im\\ I'll " , - `1 .....1 C) I z ,',�'�,�:!,\��,�,�\\����,\�,�\,�,,,,�\"��,�\\�\,ii ",1, ., , ) ,11, ;_ W\11"�k , , _��\,\ppv:-\, �, I . I , ) ") aw 0 " "I ... ,j ,,,,,,,,,,� 11 1\ , r- --I,--- - ,� tt 11- ,%,��, :, \ , , , ", "'t, , ,'_�: �� , w, 6& " I I "' , -- ,, \ - .................�' .�__ , , , :M��� ,- ZT,\ - 11- �, I " ,Uh'Ji\241,�_�,,�,�� \, 11 I 11 __M� � �� , , I �� I ; �" , I- At�0-, 1-1 ,`��,�.......&I I 44 UNDERGROUNDI 0 IT10- / 4,4 j Q� I- k 18" ROOF �ft PROPA�E�j 1 4 '-- --- z KADILLAK Ljj t-% Q�. PLUMBING RISER DIAGRAM 0 1 / DRYNELL 0 - :�i TANK L k"I ",1w , 0 N 0 Q� oft , �- -., ('v jz , tr ed on I� ( $#off 0 0 'I, -0 � P) _0 ADDITION Ll- nc. pad (N _Q� I n I to -,. 26 \ 0 0) NEW I/A SEPTIC I % 5TREET APPRE55: 715 MILL CREEK DRIVE atf 0) 'L �_, SYSTEM - / 0 ) - 29 � _ _ r_ TONN: EA5T MARION it - z_I!:zz_,z;,,z \ - _==M=_��",__.m=mm'n A-1,==�.......�. ---- --------�===:==__._. � k LP - I I _ , I I- ****I* * I***I**11- * 111*11,I 11-1...__= % I -1, - .....-............I.......=1_,=_=:=.=_:---��.�::-�=�:=:-�=:--,::::::::::::::::..............:::-..,..........::::...:::::::::::......:::::::,--,---,::::�,:..::-::::::::::::::, 7EPq `(ORK 11, 0 "_ -.</ ,/ 1 () r ..........q*.1". - - ......... -:-==....= 5TATE: I / _:�== ______,__"= �......: ,___......:_:::_.::::�_:_ ��l=..,.,....�..�...................................................................=............=......=....... .....� .=.=......... ...... .......t_..t-.. . ....t........=6..........r==.= __: � , 11 &* _ 11.......�.-�.-.-.-.-.-.-.-.-,-.-.-.--�-�---�--!n.���...__... -- _._.... P05TAL CODE: IIq3q ...... . .....�............ FIRED , *;�v IN NEW =�== =�,_._...___-:=:=_.._..........._.._._=..=,===_: . \ , ..... - ______,___ / ' FUTI f3AT-HROOM 11 I .......- '_,___ ,--,-""-,-""-",:::-:-.�-.--"�----,�*-,--- - _::::::�_:w:_..:_-_ 1*4 LOT5 1000-135-03-35.001 EMER. I � 'n .....�.....�.....� I......._1'__... .1_111_____ ....�..................� ... ....... , ., - 11.1---I.,...........I...I...,..,._1.1111-.... -1-11-..... 1.......... _....� ,-..._____�........ - - I / _..............�.......�-- ---_._1__._.....I.....=.�='�..�=...�__.=:-: ________ ___._,__.__== �................._____.... ____...........................�......._......................... 51TE NUMBER: 7/A GENERATOR bluestone CESSPOOL TO BE &# ...666.....**......=�-.-.'---'-'.'-'�"---'.'.'.'-'.'�.'r-'.'.'-.. .........=-_=�-___....................----......___._..........z____ ......................... ........................... -.. ..........__...�...�.....................::--1.=___._..,._.:......,-----_-- .................__....__ .._________......=_ _ =...- ........I... \ z * .000 driVe REMOVED .....�....__ _ ................... �.____. �__.. .....- ----= I ....................._______........__..........�.................�.... = % ..........................I...........�........ �........I............".11.......... ..1....__...__.....�..._ 1-.....�............ - - 11 5ECOND FLOOR P,1 7 U 11 / �--��_--- �,_�_...= =,__r-, NEW MASONRY STOP 9� � r( f,jry =..............................____,._,_,___ _....,.. - _ ..=, ,_..... 0 " ......=- x... ....=....=_ -==.............=..............�...... 1...�................. ............�............x..........._.__ �..........� 0 cloq�_ - .....I.......�......._,____._ ___.. .....�-..--..---..------...-.-..--.--.. \ TITLE PAGE 1- --------___________ ---.-----------.- J* TO BE CONSTRUCTED I .00 LEACHING POOL I........ ___.............___......=�...�....x_,....-....=............�............__.........=,.,....-_..,.,......�..._,.,..............�......_ % 0.at _-.75 , - 1�1 ........... ..........._1_...-......_... ......... ............. ______ - __'l AT 12" ABOVE R 29 / '1� ,,1, 11 - 1 0 INP 21 _ - - r #0 �1 III DWG INDEX & SITE rin rD- KITCHEN I I __%V, %&- a L=53.54 r- - 1 'r - . . *0 I / . _! I[-- , 0 KA%ER OF EX15TI% or #4 = " . = PLAN -r- 15 = 11'4 El U-11 - ��0 Mw [ r I N 1?M __%I;- a =V ,i - - ,z) � D AAj^ PROJECT NUMBER: 2022-0021 1 0 N�K FIP5T =Lj � - INITIATED PATE: 03101122 ppole ro * FLOOR� '-f-F 47 Li J I I I I = I= - r AU�� ts, 1# NA I DIRM 0� OATWOOM I = I 9 I.:v . - ........... ,- I'll, ___ I "I 'll, ,% , ,,,,,,,,,� 11p, 11,1111,t"� 11� �,� ,�,�,� " _\, 11 , I \ 0 , "\ I I,�,'ttvv,\ ,,tt,t 0 , , ,�,,�,� ,,,,,,�_, - �\ , " � " , , - I'll , g\\ \ I\ I f,irt ,- I I I , '� , " ��',,'L\_,-',�,� , ", , . ,,, 11 0 B : 1� , V ttt , , C,0 ,,, I r( 51 I 1-1-1, 1� � 1- I 50A w I'���,���z",�'�"\�\",�,�""",Z', ,,,, '11,11"'ka,mm@,',,,,';,,,�ll ","aw"I"", "ow"', t"N �""_',,`,,�"", , 11\ , ''I "vw0w, "i\,"1111, ,w�,\,,�, " � �"\\�"")Z�,:"��",�,,,�,,��\\�\*,�,�,� :; i 1;1 1; �� I I I, __, , I ", , . , � , �!"'�� 1"',�,I"I , `� 11" I , \ , , \ \ ,ANN'I- ,\z � !t �,\ v\W",I , , I i �' 1�1 �� A - \ � \\",� ,\", �, \\\, ,0 ��\Wll`F�,:_, , W,�'11 �K, � CHECKED BY: 55A le 6RADE &RAVE- Q) \� , , I A, �111'"��'1'1�, ili,, '" ��,\", , , , I ,-, , Il"',� '.z�,,�it,l"',� ��,\\" , �,, , ,"11 " � 11410\\��k I� �,t It", ,� , ��� 11 Y11111 I 01 r ,til,'1141O\1P\\\\w\\R�I"I\ ,\� " ,�........:�" ,J\\ ��� I I�` \` " , � 8' 16" 32' Aelll-- I \1 �\,\"\'��' �, , " , , NNNI 100NOW" , -- DRANINC7 NUMBER: I "'I'l " I - 1>'�"''�'�� ` � I � �111111 � I ," ip ,1'2\\\F�,,�), ,� I \ - , ,�"_,'�_" � 111 ''I'll I ,,� \\ ,�" ,,, �j,\""', hi'l * ,\\ " I\AN, !,,,-!'\" t ,,, 11 'o,� � "" , __ 00 " " 11 . � W-11- � � � "' \ �, , �:�,�z" "," r"',� '� 1, 11,111 40 ,,X�A\ z��.:�\\;,,'\": I'll \ � ,qlll, ,I'll * 11 1�_\ \",, I \\\', I �� \ " __ 11 , 111 I 11,� I �, - ,''�I-, I I I I 11, , \a\ _\" I 1 69=?===�=�� �__ "�'. ,,�,,�'i, ",\\\\\,, �� � ,11=K ' ' _,`,� I "I 4 " \\� , ,�, ,_,.\\,\,\\ ,\ I , I � ":...� zz,�� ," I ,,:�"""\",��',,,,,",!,�,,�, M, - � ,\ � - -, VNI", ��,,agva \ , , " , 2 - \\,,� t 0 ka�,�_ z � 1 _i. ''�, ,\,;�"L",,-�,--,\,�\-\�\\"""��,.,��,,,, ,�,���,�\\�\�\, ,\�,,,,�"""\","\"�,,,,,,,�,��,,,,�.�,�,���\,\�\�\�,\"\�\� ,, ,:�`."� _'�',_ -,f, r I ,Z',',, """N", I" vo I 11--1 a � V"" A0004h. v"_ r""41k _doom"%� , 11 * it 7 40_"=M� " #v!N 40011"I"Is. , :�I) jr ,,.-IN le_�, , ff 'IN U, ,) ,5�1 r f I) , t-a, - " I " 3 1 1 -t` L C I I I 11N\� �J_l H v , ) Il- [ 1A 'A , 1% Iff E \11i� 1_1�- v � I U, %111�"W' U F , ,,�, \ - ,' ' \ � " r"Moaft, '.A*vw&� N F M y R I D I U11 A E , I I I F 1 1/16" = V-0" '� T-001 *00 * ` ,\\\, - . 4�4 . f3A5EMENT ��zi,111 I �mi..,� . 1$� C;376 A'� '( I __ Of Nf_\N-111_1 PAOE: I OF ci � - I i NAILING ANv STRAP(' AT RAFTER TO R06E C-IR E riOLTwy RETAIL (REQUIRE? FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITION5) TYPICAL RIDGE STRAP USE 51MP50N G51b NOTE: FASTENING RECOMMENDATIONS FOR SIDE-LOADED, TABLE 3.1 NAILING 50HEDULE/FRAMIN6 $ 5HEATHIN6 STEVE F- ELT ALL 5TRAPPIN6 To BE I-I/4"xlb 6AU6E 57EEL OR 'SIMPSON' STRUCTURAL RIDGE USE 5IW50N L55U410 MULTIPLE-PIECE MEMBERS EQUIVALENT - 0516 (COILED STRAP) ALL COIL STRAPPING TO ILING JOIST HAVE A MINIMUM OF 12 BEARIN6 ON WALL 5rUD5 (ALL �� RA>TER NLAIL.ED SOLTEI3 BUILDING ELEMENTS #OF COMMON NAILS #OF BOX NAILS NAIL SPACING STRAPPING SHALL BE INSTALLED A5 PER MANUF. SPECS) NOTE: FOR CATHEDRAL GEILIN6 AT SLOPING r - _ _ - - ARCH1wqEC""""" RAFTERS OR RAFTER TO HEADER GONNEGTION 'slMPsoNI' I12A 2 1Q01�5 Ibd iS ROWrs Ibd IZOI+VS IZOV�LS X,• stows 15 ROOF FRAMING ALL STRAPPING TO BE® I6"O.G. ALL GONNEGTORS IN PROVIDE 51MP50N'L5SU28 SLOPEABI E HANGER. I e0 12 Of- b e 1.21 GOWON .c. 6 O.C.s e�4� 0 12" .c. 5 0e°61 Of- RAFTER TO TOP PLATE - TOE NAILED SEE TABLE 3.4a 5EE TABLE 3.4a PER RAFTER CONTACT w/P/T WOOD SHALL BE FINISHED hl/ 'ZMAX' P05r IN ADDITION TO 5TRAPPIN6 ® RIDGE. T� PLAN HOT-DIP GALVANIZED OR 5TAINLE55 STEEL. BEAM SELECTION w/ STD. NAILING AS NOTED IN NOTES 7&8 GL6. J015T TO TOP PLATE - TOE NAILED SEE TABLE 3.4a 5EE TABLE 3.4a PER J015T PHONE: (631) 553-6333 5I MPSON5ON' H2O RAFTER TO TOP PLATE TO STIR C.OMJE�GTION Zx STUD I. TOP AND BOTTOM ROW5 SHOULD BE 2" FROM EDGES GL6. J015T TO PARALLEL RAFTER- FACE NAILED SEE TABLE 3.qa SEE TABLE 3.qa EACH LAP PO BOX 762 'S 2. BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND 5HOULD BE LOCATED 2" GL6. J015T LAP5 OVER PARTITION - FACE NAILED SEE TABLE 3.qo SEE TABLE 3.qa EACH LAP OREAT RIVER, NEW YORK 1173q NAlLM NOTE: ALL CLIPS STRAPS CAN BE MOUNTED FROM THE TOP AND BOTTOM OF THE MEMBER. EVERY BOLT MUST EXTEND THRC�I)GH THE FULL PRESCRIPTIVE 5TRAPPIN6 - 1-1/4w 20 6A. 6ALV. TO BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, THICKNE55 OF 3. 5TA66ER EACH ROOF TENERS BY I2UND"ER HEAD AND NUT. COLLAR TIE TO RAFTER - FACE NAILED SEE TABLE 3.6 SEE TABLE 3b PER TIE NAILED AS PER TABLE 3.4E $ 3bA (RI06E) BUT NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.413) 4. FOR A THREE-PIECE MEMBER, THE SPECIFIED NAILIN6 15 FROM EACH SIDE. BLOCKING TO RAFTER - TOE NAILED 2-&d 2-I0d I EACH END 5. FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOA05 ARE APPLIED TO BOTH 51DE OF RIM BOARD TO RAFTER - END NAILED 2-Ibd 3-Ibd EACH END ALL MANUFACTURED PRE-FORMED 6ALV. CANNECTOR5 TO BE THE MEMBER. GON5ULTANT: NAILED IN STRICT ACCORDANCE WITH MANUFAGTURER5 A-TERNA1 6. VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR 6"O.G. OR TRIPLED FOR 4"O.G. WALL FRAMING INSTALLATION REQUIREMENT5 $ INSTRUCTIONS 'SIMPS6 Mrslb ASE PLA NAIL 5PAGIN6. oR 5TD. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: TOP PLATE TO TOP PLATE - FACE NAILED 2-16 2-IM PER FOOT AT 57UD TO FLOOR A56Bftl TO STUD 1. 2 ROWS OF Ibd COMMON NAILS 12" O.G FOR DEPTHS 12" OR L E-55 TOP PLATES AT INTERSECTIONS - FACE NAILED 4-I6d 5-16d JOINTS- EACH 51DE IM POARD &. 3 ROW5 OF Ibd COMMON NAILS(12" O.G) FOR DEPTHS OF q, 16" t 0". (ONLY APPLICABLE Fc7R TWO-STORY GONFI6URATIONS) ���1. STUD TO STUD - FACE NAILED 2-Ibd 2-I6d 24"O.G. FOR STRAP- (4) & D COMMON NAILS AT HEADER TO HEADER - FAGE NAILED Ibd Ibd I6"O.G. ALONG ED6E5 EACH END OF 5TRAP sIMPSON' G616 FOR ALTERNATE (14) 10 D COMMON NAILS FOR TOP PL. OR BOTTOM PL. TO STUD -END NAILED SEE TABLE 35a 5E E TABLE 35a PER STUD STRAP CONFIGURATION - EACH STRAP(TWO STRAPS TOTAL) SIMI'SOMI G516 BOTTOM PL. TO FLOOR J015r,BAND J015T OR BLOGK'6 - FAGE NAILED 2-I6d 2-I6 PER Fool FOR 20 FLOOR 5HEATIN6 TO OVERLAP FIRST f 2x RIDGE raP PLATE FLOOR FRAMING ADDITION5 - (4) & D COMMON NAILS AT ALTERNATE 'SIMPSON' HAN TWO RO,NS 12" OG. THREE ROvNS W, OG. �or 2x s7tiD 0 0 0 0 J015T TO SILL, TOP PL. OR 61RDER - TOE NAILED 4-&d 4-I0d PER J015T AT 5111D TO FLOOR A56Ei�LY TO SILL PLATE GONNBGTTON 0 0 0 0 SECOND FLOOR STUDS BY MIN. 12" COLLAR TIE 0 0 0 0 0 0 0 ° FOR STRAP- BRIDGING 70 J015T- TOE NAILED 2-8d 2-I0d EACH END 0 0 0 0 EACH END OF STRAP WRAP BLOCKING TO J015T- TOE NAILED 2-&d 2-10d EACH END 5TRAPPIN6 UNDER SILL PLATE zx STLD TWO ROWS 24" OG. STAGGERED Two Rays b•• oG. BLOCKING TO SILL OR TOP PLATE - TOE NAILED 3-I6d 4-I6d EACH BLOCK AT 571A TO FLOOR A56EMBLY TO SILL PLATE GONJE-GTION _ _ _ _ - _ ASE (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 0 0 0 0 0 0 0 0 0 o LEDGER STRIP TO BEAM- FAGE NAILED 3-I6d 4-I6d EACH JOIST 0 0 0 0 o J015T ON LEDGER TO BEAM- TOE NAILED 3-8d 3-10d PER J015T FOR STRAP- (4) 8 D COMMON NAILS AT BAND J015T TO J015T- END NAILED 3-I6d 4-I6d PER J015T EACH END OF STRAP WRAP PLOT PLAN 5TRAPPING UNDER SILL PLATE RIM BOARD I. NAILING REQUIREMENT5 ARE BASED ON 5HEATHIN5 NAILED b" O.G. AT THE PANEL E06E. IF WALL BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-I6 3-I6d PER FOOT MLIN6 WWII 'SIMPSON' Gal 5HEATNIN6 15 NAILED 3" O.G. AT THE PANEL E06E TO OBTAIN H16HER SHEAR CAPACITIES NAILING PRESCRIPTIVE 5TRAPPIN6 - I-I/4w 20 6A. GOER. TO BE NAILED AS PER TABLE REQUIREMENTS FOR 5TRUGTURAL MEMBER5 SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, 5UGH A5 ROOF 5HEATHIN67 3.43 t 3bA (RIDGE) ILL PLATE SHEAR PLATE5, SHALL BE USED TO MAINTAIN LOAD PATH. STRUCTURAL PANELS &d lod SE TABLE 3.10 FGUdfJATION WAIL 2. WHEN WALL 5HEATHIN6 15 GONTINUOU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT 12IA60NAL BOARD 5HEATHIN6 w, ALL MANUFACTURED PRE-FORMED GALS. ELATION CONNECTORS UI BE NAILED IN STRICT 3. C:ORRO51ON RE515TANT II 6A06E ROOFING NAILS AND Ib 6AU6E STAPLES ARE PERMITTED,CHECK Ixb OR Ix8 2-&d 2-I0d PER SUPPORT 1�1 ACCORDANCE WITH MANUFACTURERS INSTALLATION REQUIREMENTS INSTRUCTIONS IBG FOR ADDITIONAL REQUIREMENT5. NOTE: FOR ROOF 5HEATHIN6 AT GABLE AND RAKE OVERHANG, PROVIDE NAILIN6 ® 4" O.G. IxIO OR WIDER 3-ed 3-10d PER SUPPORT O','71ON R313: SMOKE ALARMr', INTt3tIOR zaN1E GEILIN6 SHEATHING Imo:,�ON cf�rr� AUTOMATIC SPRIt�:I.ERS SYSTEMS CARBON MONOXIDE ALARMS x s Iha D 12 ON 6YP5UM WALLBOARD 5d COOLERS 5d GOOLER5 7"E06E/10" FIELD sIMPSON' Gs1 f'ALN9 N OWEP "� WALL 5HEATHIN6 BTnk ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN SILL PLATE EDGE RDA NOT WOOD STRUCTURAL PANELS INCL.L.v1NIs o�f3z wrvsk 8d IOd SEE TABLE 3.11 ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PRCM51ON5 OF TH15 CODE AND TIE HOUSEHOLD �ON FE9.D: f ON FIRE WARNIN O EQUIPMENT PROVISIONS OF WPA 72. aMATION WALLL ,:�" ;,,�. ; � AND ovFRttANSs STRUCTURAL FIBERBOARD PANELS HOUSEHOLD FIRE ALARM SYSTEMS IN5TALLED IN ACCORDANCE WITH NFPA 71 THAT INCLUDE SMOKE ALARMS,OR A v 4 :•` ,. II 6A 6ALV ROOFING NAIL 3"E06E/6" FIELD COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES INSTALLED A5 REQUIRED BY THIS SECTIONON CMIM • 25/32" it 6A GOER ROOFING NAIL - 3"F106E/6" FIELD FOR SMOKE ALARM5,5HALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF FBD N"(JNl GfMER +. •T'.,� :+: SMOKE DETECTION AND ALARM AS REQUIRED BY T14I5 SECTION FOR SMOKE ALARMS IN THE EVENT OTTER FIRE Z :>.-k,y `: .,. w.r<5•:. GYPSUM WALLBOARD 5d COOLERS 5d COOLER5 7"ED6E/10"FIELD ALARM PANE..15 REMOVED OR THE 5Y5TEM 15 NOT CONNECTED TO A CENTRAL STATION. HARDBOARD ed 8d SEE TABLE 3.11 =UjQ2M1t54OKE ALARMS 5HALL BE INSTALLED IN THE FOLLOWIN6 LOCATIONS, NO. DATE DESCRIPTION PARTICLEBOARD PANELS 8d 8d 51 MANUF. OI 08/26/22 ISSUED FOR REVIEW I.IN EACH SLEEPING(LOOM 2'OUTSIDE OF EACH SEPARATE SLEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIAGONAL BOARD SHEATHING 02 10/12/22 ISSUED FOR FILING 3.ON EACH ADDITIONAL STORY F THE 0WELLIN6,IWAMIN6 BA5EMENT5 AND GELLAR5 BUT NOT INIGLUDIN6 GRAWL5PAGE5 AND UNINHABITABLE ATTI65.IN DWEL LIN65 OR DWELLING ITH UNITS W 03 02/08/23 ISSUED FOR SGDH FILING 59LIT LEVELS AND WI1740UT AN INTERVENING DOOR BE7WN THE ADJACENT LEVEL5,A 5MOKE Ixb OR Ixb 2-8d 2-IOd PER SUPPORT ROOF {..}�A 1..F WALL 1..� �} T� ��,p��� 04 06/15/23 REVISED FOR TRUSTEE'S FILING ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR TIE ADJACENT LOWER LEVEL ROOF 51 EATI I INCv AND WAIL SI IEATI I INO A I I AGHMEN7 PIAORA VIS Ixlo OR WIDER 3-3d 3-IOd PER SUPPORT 05 0&112123 REVI5ED FOR TRU5TEE'S FILING PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW TIE LIPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL NYS RES. CODE Residential Code of NYS M. RV95) FLOOR SHEATHING Ob Oq/2W23 REVISED FOR TRUSTEE'S AMMENOMENT DWELLING UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TABLE L;50MIU) 5TRUGTURAL PANELS ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. LWEReRaW UJLP Nb DRAMA-1E Aim VBC PIPE TEE ALARM SHALL 13E CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACK6ROUND N015E LEVELS I" OR LE55 ad lod 6"E06E/12" FIELD WITH ALL INTERVENIN6 DOORS CLOSED. STAWWO GREATER THAN I" lod Ibd 6"EDGE/b" FIELD Amn 04TRU eUUDSe SneME LAM RASnc PEE iahT v 26W,AMM r 6,MA ee+J DIA60NAL BOARD 5HEATHIN6 INTERGOMNE-GTION 15 NOT REQUIRED MEN SMOKE ALARMS ARE PERMITTED TO 13E BATTERY AE6T05aHW PFE ASIM a 42D OPERATED IN ACCORDANCE WITH SECTIONR31312 cAksr- MPIPE ASIM AT4,CMS WhA"ASee Ixb OR Ix& 2-&d 2-10d PER SUPPORT III 4rA?IN iEW CON5iRLO7IOR THE REQUIRED SMOKE ALARMS SHALL RECEIVE PER 00EKTI P C0P#V_M AM D►!V 5CFEDUIE 40 IP5 PIPE JWW) .,TM r wen IXIO PRIMARY POWER FROM THE BUILDINI6 WIRING WHEN SIGH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,OR AN ON-SITE caoeMW"C6 10SMAWVHVSa9VU4o PSPR rALLUMcaW ,MP wee OR WIDER 3-8d 3-IOd PL�Z SUPPORT ELECTRICAL POWER SYSTEM AND WiEN PRIMARY POWER 15 INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY SECTION R311: MEANS OF E64RE% CCE MIMP C04109M PvG DW Sava:E 40 TPS PIPE I5XV) ASIM r wee BACKUP.WIRING SHALL 13E PERMANENT AND WITHOUT A 015GONNEGTIN6 SWITCH OTHER THAT'I 05E R5ZIRED FOR WNWAII S: OVERCVRRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO 13E ON AN ON-51TE ELECTRICAL POWER SYSTEM OR ccea�u>H�SrrE P4G DMJ SadUE Pre ka I u AR car) ASTM r wee,ASTM r eaI EL IN 13UILVIN65 THAT LNXR60 REPAIR,ALTERATION,GHAN6E OF OGGFANGY,ADDITION OR RELOCATION IN AGGORDANGE 11191M WNDRA s HqNORAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH GONTIW6 RUN OF TREADS OR FLI6W WITH FOUR OR MORE RISERS. WEXTRWID M PV6 N-Vg P5140 P52000 DW AMM r HIM WITH APPENDIX J. MAALMM HANDRAIL PE16HHT,MEASURED VERTICALLY FROM THE SLOPED PLAN ADJOINING TN TREAD N051NI6,OR FINISHED SURFACE OF RAMP SLOPE,SHALL BE NOT caFRR OR COM-Auor PIPE ASTM D 4:4 AS M a sot LE55 THAN 34 INCHES AND NOT MORE THAN35INCHES caPMoRCOPPIR-AMOr ROM trMKwSL.Ht MoRW ASIM aAMTMaee,ASTMa24,ASIM a44i �UILDIN� PLAN fi���I�W NOTE R91114A2 COMM HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE RLL LENGTH OF T7E FLIGHT,FROM A POINT DIRECTLY ABOVE TiE TOP R15ER FMYa."PFE ASTM r MI$c5A may FXI5TIN6 BUILDIN65 UIVEFOOIN6 REPAIR HT POLYVMI eNARM 11'"Y,�PLASTIC Pipe(TYPE VW AWN D MA AM D 241"MA Bich, OF iTHEFLIG 70 A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL 13ERETURNED OR SHALL TERMINATE IN A NEWEL POST OF SAFETY ALTERATION,GHAN6E OF OCCUPANCY,ADDITION OR RELOCATON SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED TERMINIALS.HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LESS THAN 1-1/7 BETWEEN THE WALL AND THE HANDRAIL5. STAKMS 57E9.arAPA61!SYSIEK TYPE e04 4 ML A&e AWE BY APPENDIX J. E&ZEWk ALARM% !AMBINATION SMOKE AND CARBON MONOXIDE 1.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NE NEWEL P05T AT THE TURN H" POW 2.THE U5E OF A VOLUTE,TURNOUT,5TARTINe EASIN6 OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWE5T TREAD. ALARMS ARE PERMITTED,PROVIDED THE ALARM IS LISTED FOR SLGH USE.COMBINATION SMOKE AND MEQUIREP AT EACH BUILDING CARBON MONOXIDE ALARMS SHALL HAVE 015TINCTLY DIFFERENT ALARM 516NAL5 FOR SMOKE OR CARBON MONOXIDE ALARM ACTIVATION ALL REQUIRED HANDRAILS SHALL BE OF ON OFTHE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RASPABILITY. ftWIRED AT EACH OVERHEADGARAGE DOOR JAMB) SEGn 1 MI502 GLOTHE5 DRYER EXHAUrT: TYM h HANDRAIL5 WITH A CIRCULAR CR055 SECTION SHALL HAVE AND OUTSIDE DIAMETER OF 1-1/4 INICIE5 AND NOT 6REATER THAN 2 INCHES.IF THE HANDRAILS ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT 6REATER THAN 6-1/4 INCHES WITH A MAXIMUM CRO55 SECTION OF PE-WIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) 2-1/4 INCHES. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS,AND SHALL CONVEY THE M015T WE TO THE TIM L HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES SHALL PROVIDE A 6RA5PABLE FINGER RECE55 AREA ON BOTH SIDES OF THE PROFILE.THE MREDL 06KM MR FLATf"ORM W" M MHiIN6 �wrrtoR Ear sPt=r.�Ir.Arlar,I OUTDOORS. FINGER RECESS SHALL BEGIN WITH A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT (FOR MORE INFORMATION, REFEIREJCE IP6 2015 RESDENTIAL Rao1.11 1FFZtl_06KW) LEAST 5Ab INCH WITHIN 1/5 INCH BELOW THE WIDEST PORTION OF THE PROFILE.T14I5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3AD INCH TO A LEVEL THAT 15 (REZIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) ZWEIM THI5 SECTION SHALL NOT APPLY TO L15TEP AND LABELED CONDEN51%DUCTLESS CLOTHES DRYERS NOT LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES TO A T1 r W�_ rflpk Al TBWMIM EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT MAXIM)M OF 2-3/4 INCHES.ED6E-5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. (FOR E%IN� UavM [I e. WOOD !-JOTS`61 SEE M*U SPEG's FOR APPMONUL_ INFO) ' TERMINATION SHALL BE IN AGGORDANGE WITH THE DRYER MANUFACTURERS INSTALLATION SECTION R3115 STAIRWAYS IN�n�CON5TRZTM FIr�LOrl;1N6 SRALL BE PROVIDED TO cur OFF BOTH VERTICAL SIMPSON'iVe 5PECIFICATIONL5.EXHAIYT DUGT5 SHALL TERMINATE NOT LE55 THAN 3 FEET IN ANY DIRECTION FROM �15 J�� BFI E51 STORIEZOWrAL CONGEALED DRAFT P STORY ATE TO FORM SPACE 6�{GTNE FlRE BARRIER g���.�,...w OR • OFENIN65 INTO BUILDIN65.EXHAUST DUCT TERMINATION SHALL BE EGUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL BETW@315TORIES,AND EETWI�N A TOP STORY AND THE ROOF SPACE �""�� 12" max. SIMPSON'PHD6 2-I60 COMMON NOT BE INSTALLED AT THE DUCT TERMINATION STAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16HT PIRi BLOGKIN6 5HALL BE PROVIDED IN WObD-FRMW CONSTIRLICTION IN THE FOLLOWING LOCATON5, NAILS 0 6'O.G. AND BELOW THE REQUIRED HEADROOM N16HT. HANDRAIL5 SHALL NOT PROJECT MORE THEM 45 INCHES ON EITiER 51DE OF THE • �j (, THE DIAMETEF:OF THE EXHAUST DUCT SHALL BE AS REQUIRED BY THE GLOTHE5 STAIRWAY AND THE MINIMJM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HE16HT,INCLUDING TREADS AND LANDING, I. IN COWE.AL.ID SPACES OF STUD MULLLS AND PARTMONS,INCLUDING R RRID SPACES AND DRYERS LISTING AND THE MANUFACTURERS INSTALLATION IN5TFWTION5. SHALL NOT BE LESS THAN 315 INCHES 44ME A HANDRAIL 15 IN5TALLED ON O'NE SIDE AND 27 INCHES WHERE R ANDRAIL5 ARE PAROLE$ROYlS OF STUDS OR STAGGERED 511JD5,AS FOLLOWS, BLOCKING PROVIDED ON BOTH SIDES. I.I. VERTICALLY AT THE CEILING AND FLOOR L EVEM TRAN51TION DUGT5 SHALL NOT BE 6ONGEALED WITHIN GOMS17RL1G1TON FLEXIBLE ® 0 ENDWALL TRAN51TION DUCTS USED TO CONNECT THIS DRYER TO THE EXHAL5T DUCT SYSTEM SHALL BE LIMITED TO 51NGLE MEM&TN WIDTH OF SPIRAL STAIRWAYS SHALL 13E IN ACCORDANCE WITH R311.5b. 1.2. HORIZONTALLY AT INTERVALS NOT EXGE IN610 FEET 004E ft LENGTHS,NOT TO EXCEED&FEET AND 5HALL BE L15TEP AND LABELED IN AGGORDANCE WITH U. 2158A. �7� -•-- 2. AT IM&I.�ON-EGT10N5 BETWEEN CONGEALED YERTiGAL AND HORIZONTAL SPACES SLICE A5 '•! ,•'• ' •.° • •.. � ':. b • Rill--•- OCCUR AT SOFFITS,DROP CEILIN65 AND COVE CEILIN65 IZ" max. EXHAUST DUCTS SHALL BE GON57FWTED OF A MINIMUM OF ODIb INCH THICK RI61D METAL THE MINIMUM HEADROOM IN ALL PARTS OF TIE STAIRWAY SHALL NOT BE LE55 THAN 6'-8"MEASURED VERTICALLY FROM DUG75,HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RUPJIN6 IN THE DIRECTION OF AIRFLOW EXHAUST DUCTS SHALL THE SLOPED PLAN ADJOINING THE TREAD No51N6 OR FROM THE FLOOR SURFACE OF THE LANDING/PLATFORM. 3. IN CONCEALED SPACES BETPM STAIR STRIN6FR5 AT THE TOP AND BOTTOM OF THE RIM. ' PROJECT NAME: NOT BE CONNECTED WITH 5H[3=T-METAL SGREN!`i OR FAs1EN1N6'�ANS WHICH EXTEND INTO THE DUCT. ENGL.(X..875PAC.fS UFm13R STAIRS SHALL COMPLY WITH SEGT,ON R302.,. PLAN .••• R31153 STAIR TREADS 1 P.IF�2: 4. AT oPBtIiJE6 AROUND VENf5,PIPES,p/GTS,GABLES AND WIRES AT GEILIN6 AND FLOOR LEVB-, ' WiTH AN APPROVED MATERIAL TO FIST THE FREE PA56A6E OF FLAME AND PRODUCTS OF ..• SIMPSON'NOW / K A D I L L A K RIMR RIMY,THE MAXIMUM RISER HE-16W 5HAI1 BE b-1/4 INCHES. THE R15ER SHALL SE MEASURED VERTICALLY COME STIONL THE MATERIAL FLL.LING THIS ANMAAR SPACE SHALL NOT BE REWIRED TO MEET THE ASTM OR ALL WORK SHALL MET OR EXCEED THE LATEST REQ iUIRD ENTS OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER AUTHORITiE5 HAVIN6 BETWEEN LEADING ED6E5 OF THE ADJACENT TREADS. THE 6REATE5T R15ERHE164T WITHIN ANY FL16W OF STAIRS SHALL NOT EXCEED E �' JURISDICTION INCL.UDIN6 VIEW YORK STATE PLUMBING CODE CODE AV COUNTY HEALTH DEPARTMENT RE6U•ATION5. ANY WORK NOT 5UB.ECT TIE SMALLEST BY MORE THEN 3/6 INCH. S. FOR THE FIR®LOGKING OF CHIMNEYS AND FIT S SEE SECTION RI003.Iq. SIMPSON,PHD6 3'SQ.x 5/I6'WIASMERS ADDITION 70 THE APPROVAL OF TEE AUINORITTES HAVINl6 JURISDICTION SHALL BE 60VERHED BY THE NATIONAL PLUMBING GODS,11E 4END�SEWOIM GTY HEALTH DEPARTMENT ,AND MAN)FAG ND TURER5 SPECIFICATIONS A RECOMMENDATIONS.ALL DRAINAGE PIPING SHALL 13E RUN IN THE MINIMUM TREAD DEPTH SHALL BE q INCHES. THE TREAD DEPTH SHALL BE MEASURED 2 � 6. FIREEL.00kNG OF CORNICES OF OF A 7W0-FAMILY DW UM 15 REWIRED AT THE LINE OF PVC PIPE,51ZED A5 5HOW N ON PRANIN66 OR A5 REQUIRED BY GORE.PROTECT ALL PL.Ui I31%MATERIALS FROM FREEZIN6. PITCH ALL HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RI6HHT AN6LE TO / DNELLJN6 L UT SEPARATION. DRAINS AND BRANCH VENT5 MIN.#'PER FOOT. No PIPE5,EITHER WA5TE,SUPPLY,OR VENT SHALL BE E)CPO5ED EXCEPT AS REQUIRED AT THE TREADS LEADING ED6E.THE 6REATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED TiE SMALLEST BY MORE DOABLE SILL PLATE FMTFLWR THAN 3/8 INCH.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF q INCHES MEASURED AS ABOVE AT A POINT 12 INCHES FROM (SINGLE FOR SLAB ON (AIRED FOR ALL NEW coNLsTpxTioN AND FIRST FLOOR ADDi-noN5) STREET APPRE55: 775 MILL GREEK DRIVE FIXTURE. PROVIDE INSTALL PIPING REQUIRED FOR FHVAG SYSTEM. All FlXTURES HAVE�'SUPPLY LINES UNLESS Ol}ERWISE ORADE APPLIGATION5) • ' REQUIRED BY PLUMBING FIXTi1FZE MANUFAGIIJRER PLIRIBER TO VERIFY ALL PLUNBIM6 REQI11Rt3dE4T5.PIPING MATERIALS SHALL WITHIN SIDE WHERE THE 11READ5 ARE NARROWER WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT PUTFORttII FRAME CONSTRUCTIONa ;: TOWN: WITHIN ANY FLIGHT OF STAIRS,THE 6REATEST WINDER TREAD DEPTH AT THE 12 INCH WALK LINE SHALL NOT EXCEED THE SMALLEST BY EA5T MARION CONFORM WITH SECTION gO4b OF THE N.Y.S.CONSTRUCTION CODE. ALL PIPING TO BE LOCATED SO AS TO MINIMIZE NOISE. PROVIDE MORE THAN 3/6 INCH. -LO �l1 �I 61 OPPM- VERTICAL PI 5/8'VIA ANCFIOR � 5TATE: AND EA INSTALL LEAP OR LEAD COATED COPPER PAN C,OVERIN6 SIDES AND BOTTOM OF 5HOWER ENCLOSURE WITH ALL SEAMS aof9FRESTOR INS NM ��� NEW PORK CONTINUOUSLY 5OLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION!. �s��ce/Tw R THE RADIUS of CURVATURE A7 THE 1 TARING EDGE OF THE TREAD SHALL BE No GREATER THAN q/I6 � �^ TO acewoe� P05TAL GODS: I Ig3q INCH.A N051N16 NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON 5TAIRWAYS WITH SOLID RISERS. '9 LOTS 1000-135-03-35.1 POUFM .2L .2 WALL To WALL ASS.EL.Y: THE GREATEST NO51N6 PROJECTION SHALL NOT EXCEED THE SMALLEST N05IN6 PROJECTION BY MORE THAN 3/6 INCH BETWIN Two „� GONGREIF SIMPSON'HDQB ` 5I TE NUMBER: WA STORIES,INCLUDING THE N05IN6 AT THE LEVEL OF FLOORS AND LANDING.BEVELING OF NIOSING SHALL NOT 1EXG13 D 1/2 INCH. dT ►e sT�^� a d. . • OR STORY TO STORY UPLIFT CONINEGTTONS FRCH UPPER STORY WALL STUD 70 LOWER STORY WALL STUD SHALL BE IN ACCORDANCE WITH RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDER5IDE OF THE L.FADIN6 ED6E OF THE TREAD ABOVE AT AN AN6L.E NOT MORE eTOPPINe FOUNDATION :a: 51MP50N'PHD6 2-I6D COMMON c THAN 30 DE6REE5 FROM THE VERTICAL.OPEN RISERS ARE PERMITTED,PROVIDED THAT THE OPENIN6 BETWEEN TREADS DOES NOT ? °. WALL. NA THE REQUIREMENTS OF TABLE 3.4. PRESCRIPTIVE 50LUTHE5 ARE PROVIDED IN TABLE To WEN UPPER STORY WALL STIRS ARE NOT � ' 1� SECTION FOR RU LATH GENERAL NOTES PERMIT THE PASSAGE OF A 4-INGH DIAMETER SPHERE. •'��' LOCATED DIRECTLY ABOVE LOWER STORY WALL STUD,THE 5TU75 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR e ='' �• A55EMBLY WITH UPLIFT GONNE6TION5 IN ACC49WAW-E WITH TABLE 3.4. �w or �Te�ocArtoN OF 5111D I.A NIOSIN6 15 NOT REWIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 11 INCHES m BLOCKIN6 AND CODE 2 2.2.2 WALL TO WALL. A55EH LY: 2.THE OPENING BETWEEN ADJACENT TREADS 15 NOT LIMITED ON STAIRS WITH A TOTAL RIDE OF 30 INCHES OR LOCATION 1 LOCATION 2 LOCATION 3 TION 4 LOCATION 5 P � LOTION 6 0 L LE55 7" embedment Into concrete foundation FIRST FLOOR WALL STUDS SHALL BE CONNlF'GTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN AGC.ORDANGE WITH THE R31E5.4 LANy1NG FOR STAII?WAYS: 15"embedment into block foundations COMPLIANCE NOTES REQUIRLTIENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL PLATE,OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.4E(SUE FI6URE5 32A-E). A MINIMUM OF A I 1/4WO 6A6E A5TM A653 6RADE 33 STEEL STRAP SHALL BE NAILED TO THE THE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. p MoN-4mgMT"rpmwomft ,�QX I INCH THICK ALL STRAPPINGMG,AFIORS,HOLD DOHNS, 517JD5 IN ACCORDANCE WITH TABLE 3.4E AND HAVE A MINIMUM EMBEDMEVT OF 7 INO E5 IN CONCRETE FOUNDATION AND ° ' ' 5LA05-ON-6RADE,15 INCHES IN MASONRY BLOCK FaMDATION5,OR BE LAPPED LIVER TIE PLATE AMID NAILED IN ACCORDANCE WITH I a SEAL 516NATURE: PROJECT NUMBER: 2022-0021 TABLE 3.48(5EE FIGURES 32A�). WHEN LINE=STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE 3-INCH SQUARE WASHERS SHALL BE A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, s'erAGe .' . ' . �• INITIATED DATE: 03/OI/22 USED ON THE ANCHOR BOLTS AND ANCHOR BOLT 5PAGIN6 SHALL NOT EXCEED THE REQUIRENENT5 5PE61FIED IN TABLE 326. STEEL INCLUDING STAIRS IN AN ENCLOSED 6ARA6E PROVIDED A DOOR DOE''NOT 5WIN16 OVER THE STAIRS. TO x Pu tEa \ •' • • • 5TRAP5 EMBEDDED IN OR IN CONTACT WITH 5LAB-ON-6RADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPER GALVANIZED I.U5E 5/6'VIA ANCHOR BOLTS W/MINIMUM 7'EMBEDMENT INTO " :,.•. DRAWN BY: SBA CONCRETE W/3'SQUARE x SAW WASf�K5 AND END NIT SETUP. ' CHECKED BY: 5BA AFTER FABRICATION OR MANUFACTURED Fi OM 6185 OR Z450 GALVANIZED STEEL. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FELT BETWIEETI FLOOR LEVELS OR LANDIN165. - NC , \ ZK 2.ANCHOR NOTID HEREIN ARE NOT To 13E USED FOR OR RE I-AGED BY DRAWING NUMBER: THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE STAIRWAY SERVED.EVERT HOLD DO" IS FOR LS• 7/S" DUl TFtREAf7� RaD EMbF�DI� LANDING SHALL HAVE A MINIMUM DIMEN510N OF 36 INCHES MEASURED IN THE DIRECTION OF TRAl�E1. \ 111/Z• INTO CONCRETE W/ ISIMPSW ET G-001 000 lal.55 STAIRWAY MIALKW 9MFAG6 TIE WALKING SURFACE OF TREADS AND LANDIN65 OF STAIRWAYS SHALL 13E SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 4&INCHES HORIZONTAL(2 PERCENT SLOPE) PA6E: 2 OF q I I BUILDING DEPAFZTMENT NOTES ST LT ROUGH CARPENTRY: USE AND OC:GUPANGY-51146LE FAMILY RE5IDEPGE TYPE OF CON5TRUGTION-VB I. ALL LUMBER SHALL BE Dou61A5 FIR#I d BETTER UNLESS OTHERWISE NOTED. TALE 5" POiTOM PLATE TO M"ATION 6~6TIOi 2. ALL LV48ER IN GRAWL5PAGE5 TO BE V ABOVE SCRATCH GOAT.MAINTAIN 8'MINIMUM FOUNDATION EXPOSURE. TALE 2,6A RIDGE TENSION STRAP 6a PEf TION A' R` C I T CT REFERENCE STANDAFD-WOOD FRAME C:ON5TR jCTION MANUAL 200 FOR ONE AND TWO FAMILY DWELLIN65 3. SILLS TO BE PRESSURE TREATED(P.T)AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE SILL SEALJIN5IATION, �� BOLTS) RESISTING LATT�ZAt_ AM LOADS 6aWYTIO45 FOR WIND LOADS - D4'051� SE( 1IREM J M62 FOR WIND - Da'M E $ 517E OF SILL TO BE(2)2'x6',UNLESS 0)2'xb'15 NECESSARY TO MATCH FLOOR HEI6HT5 WITH TIE EXISTING 5TRUCTURE. rRom THREE 61266W W� - G I. ALL WORK SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMING USE 16 6AU6E METAL'S1MP5ON'J015T HANGERS OR APPROVED EQUAL. 6U5T WIM 5P� b�, g7 120 ISO IA° n REE 5F1.O GUST WIM SPED M" n° �00 Np PM L°AD AS IPfI0N5: ROOF / GEEING A55EIvIpLY DL=lo P5F 2. ALL WORK SHALL COMPLY WITH THE APPENDIX J'EXISTIN6 BUILDIN65 AV 5TRU6TURE5'OF THE 2020 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OFENIN65 IN FLOORS,ROOFS,AND WALLS. PHONE: (631) 553-6333 PLATE FOUNDATION THRFJ= seroND GUST wMD s� i,MH'HI) I� FAO RESIDENTIAL CODE of NEW YORK STATE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. FGUMDATIPOTTO DOLT sOLWA IONINO MAXMA•M MNCHTOR DOLT SPAGM6 (IN.)' 4 STLD SPAOM6 WALL H ieff RUDE t OF WP COWAAON NALS PO BOX 762 3. FIRE 5TOP VERTICAL SPACES IN WALL5 AND PARTITIONS AT FLOOR LEVEL,CEILING,AND ALL FURRED 5PAC.E5 7• ALL BEAMS,61RDER5,ETC.TO HAVE MINIMUM OF 3-1/2'BEARIN6. CONNECTION M�rN& (IN) (F0 OR AO D DOT( NALS PER STUD NJM ER, 6r VP CaAWNI MILS OR HOD DOx NOT To ExcE®8-0 VERTICALLY oR Io'-0 HORIZONTALLY. I/2" ArlGr+oR Dr�rs TO R'°''� G°N�Gn°N � '�•' � ��" � '�"" ,,2.3.4,�.a� GREAT RIVER, NEW PORK 1173q ' " b. MINIMUM HEADER TO BE(2)2W'UNLE55 OTHERWISE NOTED. �) NALS IN EACH EM OF We STRAP 4. PLASTIC MATERIALS SHALL CONFORM TO THE 2020 RESIDENTIAL CAVE OF NEW YORK STATE. q A L yNppp SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE PRESSURE TREATED,ACQ �OR� S 2 2 2 5. ELECTRICAL.INSTALLATION 51iALL.COMPLY WITH THE 2020 RE5IDENTIAL CODE OF NEW YORK STATE 10. ALL EXTERIOR SIEATHIN6 SHALL BE NAILED A5 PER NAILING SCHEDULE.6ENER4IJ_Y 5HHEATHING 15 A 112'THICKNESS ON WALLS `'/5" �� at rs Z Z Z 10 2 2 HS 5TGRE5 A5 IZ 2 2 2 1G Z Z CHAPTERS:33-43. AND ROOF AND 15 OF COX 6RADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL.NAILING OR DIFFERENT 14 2 2 2 6. PLUMBING INSTALLATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,GHAPTER5 I. wmtNFfWS cant LIAITe Me iOW o A9euPm r N mot Ad] LAWVmw li 2 2 ZO Z 3 CONSULTANT: NAILING REQUIREMEiJTS WHEN APPLICABLE. a a-TIC MOM pare 1 Fat ro r LOA IFlrr,CAA-= OR A W -" M►La"CrMZ pars Mff AWL Nor oceeo M 2 2 3:12 Zt} 3 3 a M rAL:I.uTm Wuns POR u=Lrr Lays(IApIl A-9Sla or;IATTRrI Mo AtAR LOPOe CrAar Ad�p}POR orttR,wage pare LNTraieNe la 25-33. A3_050"97.t7 MD UJA 20 2 2 2 Zia 3 4 11. PROVIDE METAL DRIP FL ASHIN�OVER ALL EXTERIOR WINDOWS d DOORS. 9 TAOLLAM 1142M WT OPACM FM LAMM MD AtAR Uawe AMW V&l AM At N AOGORDMAcI WITH eecna+9AM.raR OntR 7. W-GHANICAL SYSTEMS SHALL COMPLY WITH TIE 2020 RESIDENTIAL CODE C NEW YORK STATE,CHAPTERS 12. SUB FL�N6 Y,TO BE OF 3/4'THIC.KNE55 AND OF GDX GRADE.NAILING AS PER NAILING SCHEDULE AND 61 LED. T'ae mnp�C:z TXUARP*MR Mr aaae par MM s rWr 04i M M M Ar�eNre arAnre T�+t eaLurLeer PACrae N l Fl ums Im wow m AssArr a N Tmz 9A � 3 12-23. 4 LAT M C eecao east ww eme eREAnx T"LL APK WITH A AEA IATeRAL VAtll PROM TAME Ads ereaTee TAMN 74 M AL TApIAM tRrAld9 Lave Aeeue A euae LaAM N mm*KL r R"AIT 9 ro Pe►.ILTRID ear as Flag 13. EXTERIOR 5HEATHIN6 TO BE COVERED WITH'TYVEK HOUSE WRAP OR APPROVED EQUAL. LATntrL cateccr+oNs AWL e<DerneArm UeN6 M LOYve PRCt4 rAIXl Ads TAPUTI Nor"M LAWS A a A a M LOC, 36 q 5 8. ALL WORK'SHALL COMPLY WITH THE 2020 ENER6Y CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 14. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT'5 AND AT UNSUPPORTED E06E SEAMS OF EXTERIOR SHFATHIN6. T Lt F "A MIT STRAP 6aWYTIAJ &MIB�(fS - OF-051M b 2 Z GENERAL NOTES: 15. PROVIDE GRO55 BRACING AT JOISTS,STUDS,AND RAFTERS WREN SPANS EXCEED 8'-0'AND AT EVERY 8'-0' � � FASTEST Ma.E I(p Z Z 16. TOP PLATES To 13E DOUBLED AND LAPPED AT CORNERS. �1`A�TO Wi�. WI�-T0�II11�L MD WN1-T0-FOl1�DATIOM "�i�'� � ZO 2 2 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. TT. APPLY ALL CONDITIONS APPRE55M IN NAILING 5GHEDULE A5 NECESSARY. TAT 2,10 ROOF SH EATNING � � A:I2 u Z 3 2. TINE GOUT'ACTOR SHALT_BE RE5PONSIBLE FOR ANY SHOP DRAWIN65 NEEDED,RU55 OTHERWISE SPECIFIED:ALL 0. PROVIDE ALL NAILING AND STRAPPIN6 ADDRESSED IN DETAILS AND NAILING 5CAEDU.E.ALL J015T HANGERS TO BE'SIMPSON,OR PW LOAD ASSL MPTIONS: ROOF CEILING ASSi=1`AL3-Y DL=I5PSF ATTArtiyENf REl�UiREMENTS FOR Z5 3 3 DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. APPROVED EQUAL TOO.ALL EXPOSED HARDWARE TO BE'ZMAX'COATED OR APPROVED EQUAL. WIND LOAF �THM 32 3 4 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATION OF OCCUPANCY,INSPECTION 1q. AT'WET WALL'PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE.6ENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS THREE 'S Gust WIM SPEEDO (MPhQ 1 Wo 3 4 APPROVAL,ETC.FOR WORK PERFORMED FROM A6ENGIE5 HAVING JL RI5010TION THEREOF. OF WALL ABOVE.SUB DOOR SHALL NEVER EXCEED 16'SPAN. E F 1 E F E F 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL IRC 2015 CODE-5,5, 2017 UNIFORM CODE-SUPPLEMENT. UGH ENT. 20. AT RO OPENIN65 PROVIDE ALL APPLICABLE NAILIN6 AND 5TR4PPIN6 A5 PER PAGE C51-0-C51-2. FRAME �� RObF SPAN N1d6� COMMGN NALS 0 D WM MAX MN_SPAGN6 IZ (M) (FT) EACH ETD GF H/k"x20 GAGE STRAP 1.2,3,E I RAIFTER/TR1155 FOR�C�40N I( I 2 ALL LOCAL.CODE5,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 21. PRE55U2E TREATED'P.T.'SPECIFIES PRESSURE PRE5ERVATIVELY TREAT® CO LUMBER IN ACCORDANCE WITH AWPA C22;WHERE SHEAmM6 LOCATION (�S oG) NA" 04. 5 ZO Z 1- 5. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.CONTRACTOR TO NOTIFY ARCHITECT DRILLING AND/OR CUiTIN6 OCCURS,FIELD TREATED LUMBER WITH COPPER NAP1iENATE WHICH SHALL CONTAIN 2%COPPER METAL ly I I 2 2 ZA Z Z IMMEDIATE-Y OF ANY DISCREPANCIES. I6 I I Z 2 b 12 2 b 12 i IZ 2 MATERIALS TO BE USED ON THI5 PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE BY REPEATED BRU5HIN6,DIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR HARDWARE USED WITH P.T. ZS '2- ALL 3 LU j3M CONTRACTOR 15 To INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LR43ER MANUFACTURER SUCH A5: HAWER5,NAILS, 20 I 2 2 12, 6 i 6 I2� 3Z 2- 6. 3 MANUFACTURES RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. 2A 2 ® ZGM 36 3 3 SGREY.S,FLASHING,ANCHOR 80LT5,ETC.FOR LOCATIONS SUCH A5:L.ED61R BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY 25 I 2 s 192. 6 12 6 6 6 6 7. CONTRACTOR SHALL MAINTAIN GOVERA6E FOR ALL IN5URANCM BONDS,ETC,AS REQUIRED BY LAW AND BY THE % I 2 2 REFERENCES TO CCA ARE TO REPLACE P.T.OR ACQ '50 2 2 24 6� fy 6� 6� 1 IZ LAN OWNER. 8. THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS AS REQUIRES TO PRECLUDE INJURY TO OWNERS AND 22. LVL(LAMINATED VENEER 1J1N18ERU DENOTES EITHER C THE FOLLOWIM6: L TMLJ UI Lars#4 Ircr9 ON Aeg1.PflONe N rA P Ado. PLOT P s rAaLAM wrr cON:rsnoN Resumearo revue A pLaa+p LLGATm N nroellle a 12 6 12 6 12 6 12 CONTRACTORS PLi250NNIEi,AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SITE. A.IL EVEL TRUST JOIST I.gE MICRO LAM x rAou,L+m LPLrr CMJND A S LY IN or F AdW&tmff A Lrar c ceuAe Y or Lary Q e o T alb x P ZO Z Z B.6EOFZ61A PACIFIC 20E 6-P LAM �TA'AM�Or w e is� vt I►&ff PA'rM M a'TM Marwwa M Ib b Iz b 12 i 12 q. CONTRACTORS SHALL EXERCISE 6000.UD6EMENT To MINIMIZE DAMA6E TO ADJACENT PROPERTIES.ALL AREAS PSL(PARALLEL STRAND Uk0%DENOTES A W"N ASTM Am emote"erect 32 LEV/FL TRUST JOIST 20E PARAI.IAM �M� ZDME ZS Z Z DAMAGED DUE TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR OR16INAL CONDITION BY CONTRACTOR USE DE516NATED LU A.I�LE EL APPROVED EQUAL ALL TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. 24 6 hl 6 iz 2 3 10. EACH TRADE SHALL FAMILIARIZE THEMSELVESEN ND WITH THE INTENT of THESE PLANS A COORDINATE THEIR WORK 23. FOR PEW WALLS,A PERFORATED 5FEARWALL SYSTEM 15 USED.THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE rAD E 14 RAFTER•/' )56 FRAMING TO WALL 6"EfZ1ON 24 f n 6 12 6 WITH OTHER TRADES. DETAILS,NOTES AND TABLES,THE NAILING SCHEDULE SPECIFIES THE REQUIRED NAILING FOR THE 5HEATHIN6(ANY NAILING RFlI?I 11RFJvF JJTS FOR WIND - EPOSL EE P- RAKOAAZ E TT� w LOOW MOM ALL RAKE 6� 6 6 6 12 I I 1 V II. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS SPEGIFIGATIOW,UNLESS NOTED OTHERWISE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING SCEED".HOLDOWN5 OPERATE IN CONJUNCTION WITH THE 12. IF,IN THE COURSE OF CON5TRUCTION,A CONDITION EXISTS WHICH DISAORE3 5 WITH THAT AS INDICATED ON THE DEAD LOAD A52l�viPTIONS: ROOF C�EILIN6 64CLE S D/o RACE CR f f f f PLANS,THE:CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO PERFORATED 5HFARWALL SYSTEM.(INSTALL AS PER APPLICABLE DETAILS d MANUFACTURER 5PECIFIGATICN5).HOL GOWN AcSSEM13LY PL=1rPc� RAKE w o RAKE OV�MtM16 LOCATIONS ARE SPECIFIED ON THE FOUNDATION/FIRST FLOOR PLANS. E-NA ePAcde Ar P*A Lsees plq ZO Z Z FOLLOW THUS PROCEDURE,AND GONTiNE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY niR13= SFI,OND GUST WIND 5P® Fl-NAL W*M NtnAmNTE etPPCRns N M PMa PED RC 7:IZ-�Z:IZ Z4 Z Z L Pqt Raa•etf LTFIte IrITAl1 4 Nsr Gr M PntleLne� M Pnp�etnt 6'eE Or M PntAertR 6tE d' COLUMN BEARING AS FOLLOWS,WOOF POSTING TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END 6RAIN.TREATED WOOD a Q 4) M Raa',wlsINC&KAMO 4 Tsr ON EACH sse a M RAa'Pert M 4 rcnr PaGeTeR ME ME ArrAaAQtr j 2- 24. Z ARISING THEREFROM. � f8 AwO u� FIASHINS.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WITH 5T�SHIMS a A MINIMUM OF 3/4'OF NON-SFIRINK GROUT x MM AM m Na+a+cerree nu O W1rH A°°uee x TM NAr M OF ro wane rwtee rOJi WMS 0 13. ALL WORK AND MATERIALS SrIiALL BE GUARANTEED FOR A 1'ER1Cx7 C ONE(I)YEAR FROM DATE C ACCEPTANCE REQIIRID CAPACITY OF TAR Bean.MR PRN4ND AeeeA wmt o OrAT n M NALTO AKIR9 TK R�ro s Nays oa 32 Z 3 WITH(2)I/2'DIAMETER ANCHOR BOLTS(4'LOW ON6 EXPANSION BOLT®EXISTING WALLS a 12'LONG HOOKED BOLTS®NEW rRAWE SPAOIN6 ROOF SPAN GONEGTION 9. rAvuAM s Na, & NY I !I6 M 0A2 &<VAlB ArrAL 11 ro wane/TRues P TO A[/Ante wmt 1,2 e:-+�04A A7R PRMfJe AOdQte NTttt DAAEE��Q.ML M NAIL.ePAOR6 AWL R R61Ym 70 4 Nato Oa. 3( 2- SECURE 3 BY OWNER. (M) (�) 4. TALYtAMP 4 Nat Oa NAL OPAaa ASSMS etAT M ATrAatP TO RAMM/TRW rKNAND Aetnte WITH FOUNDATION WALL5)FOR ANY POSTING®cm WALL SEE PLAN FOR RCQUIRED REINFoRCIN6(0 MINIMUM 16'WIDE 3 COURSES OF L3,4 S U L34 5 U a rr��NAL ePIM�"ACa+es WAff0"L�L��N e�1 OPAOM�"L/e ReArev ro s Nat+oa 14. OYNNlER/BUILDER RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS,CERTIFICATIONS,CERTIFICATE OF I- TApUJITED GlJMEGTION REQURBvFNTS SHALL DE PBtMTTT® TO DE MLLTPLIFD DY OCCUPANCY OR COMPLETION AND I.I.L.APPROVAL. SOLID BRICK KA50WY CENTERED 0 POSTIN6,U.ON).(13UTIIIII WHEN COLUMN OR PO5TIN6 15 PART OF THE LOAD PATH FOR USE IN A 0.70 FOR FRAMING NO MWM6 NOT L 06ATEP WITHIN 6 ITT OF MUM M6 rl IZ HAD m D9R FASTEST MILE CORNERS. 15. DO NOT SCALE DRAWINC25.WRITTEN DIMENSIONS 5UPERGEDE SCALED DIMENSIONS. SHE":RWALL,ALL ANCHOR MAKING AN ATTACME NT ARE TO BE WITHH STANDARD SHE Rkj4L.L HARDWARE(WITH NOTED VALUES)d 20 ;r7o 221 wINDSPEw " 2 TApl1ATED RD6E GOMFLTION ll)AD5 A5511vE A tU1DRJ6 Ll.IGr1TEV M DQ'OSl1�E D9. TADUATEP GOMEGTION REgWZ?4!Nf5 ARE DASH ON A Tor& UPLFr MINDS aw Ib. DRAWIN65 AND SPECIFICATIONS AS INSTRUMiFNTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLT5,U.O.N.WITH TOP GAP5 O STEEL COLU•1NS TO BE A MINIMUM(1/4'BENT PLATE 8"LONG WITH 6'R15E d WITH(2)314' 24 252 OF mE ROM ASHY PEW LOAD (o.60xI0 P5* ARCHITECT WHETHER THE PROJECT FOR MIC:H THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SET b'DISTANCE,U.ON 2b 2t4 TALE 'J.II WALL_ 5�-EATHIN6 la r'° N° 4. 13PAC4TAKL T® G4MFLTION RFl,(URETv RAPNTS ARE DASD TI A n M HTAM STRAP oN ANY OTHER PROJECTS OR EXTEN510N5 TO THIS PROJECT,EXCEPT BY A6REEFENT IN WRITING AND WITH 25. REFERBNGES STANDARD USED FOR THE L7E516N of WOOD FRAMING 2001 EDITION OF AMERIGAN FOREST AND PAPER N Ali ATT'AQ41,12E RP1,xJiRMINES FOR 5Y THE, FOR APPROPRIATE K RIDGE STRAP SPAGM6, MU TFLY THE TApI LATED VALES DY THE APPROPRATE MU..TTPLIBt paAN: APPROPRIATE COMPENSATION TO THE ARCHITECT. ASSOCIATION(AFEPA)-WCXJF FRAME GONSTRUGTION MANIAC 0^FCMU FOR ONE AND TWO FAMILY DNELLIN65. s4S WIND ��f' S1RUOnJRAL �E:4mIN6 RIDGE GOMFLTk7N SPACING 12 (6 192 2h .45 NO. DATE DESCRIPTION u-uHrrcraL u'Le r Caro OR PANG_ 5DIN6 L.•Ca#WTOR LATM&Law fnweoIWAt To TM W&Q MLLT'PLVR Iva I I.." 11,60 1 200 1 4v0 01 08/26/22 I55UED FOR REVIEW 17. 5TRUGTi1R4L STEEL To BE ASTM A36 DETAILED,FABRICATED AND ERECTED PER A.1.5.C. 26. ALL STRUCTURAL WOOD SHALL BE KEPT 2'BACK FROM CHIMNEYS. s-CaMMOR*M LM dWAM TO WALL) t /"at mow 18 THr rALrR To M RDeE Mo wrl POR mow PrIWLa TO M E F E F E F E F 5 WHIN THE TAKLATEP RWER OF NALS RFL(UIRFD IN EACH EW OF STRAP IS 02 10/12/22 155UED FOR FILING 0. DOUBLE U'ON FLOOR JOISTS UNDER PARALLEL PARTITION,TYPICAL. 21, ALL DOORS TO 6ARA6E AREA FROM INTERIOR LIVING SPACE SHALL 13E 314 HOUR UL SELF CLOSING(MINIMUMI). AMP FL L e M ttlDlAe VLL PE L rraLATm IrLrr My LATntti LOVOe AWL x PnOtrLm TO a ALLTFLw Cf o:is MAX ANAL SPAGM6 L�- T I AND THE fRMAM6 15 ATTAGI'W M AGGORDANGE WITH TA:yiP '�.I,THE Iq. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ACT OF IggO(AWCPA),WHICH HAS SEVERE PENALTIES. rw om, LPLrr OMALY.NCR 41P A e N2r L Wr wmaA l A8 a ouLM L6W Or 28. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME,REINFORCE FRAME AROUND OR a *V Qm we Laws MR MtD A Rearm WI rw cLZNe r as+x moo Lao a I 571E `'P' FOR Dp OOMMAJ RVM STRAP MD ADDITIONAL WLM6 15 NOT REGIURf P 03 02/0&23 I55UED FOR 5GDH FILIN6 e Ps ..a Fll _s Psrj SHEATHING LVCATIGN i. WHEN A CELLAR TTE K U`ED M LIBJ OF A RIDGE TRAP, THE NdA4bETt GF 9D GA5T IN PLACE CONCRETE: ADJACENT To THE INTERFERENCE AS REQUIRED TO MAINTAIN STRUCTURAL INTE6RITY OF WALLS,CEILIN65,FLOORS,M. 9. Vt!N CA L N Lays AM 190R "at wx XL at I L-TO- act (�5 °G) NALS INJGFES oG. GllhtvlON NAILS REQURf D IN FJ1fl1 ETD OF Ttf GA1M TIE NOD NOf EXCEED THE 4. NAt?I cx LPPLrr+e W Lave Pqt wrl-roi�-T -w wNezNe a10NT10N 04 O6/15/23 REVI5ED FOR TRU5TEE'5 FILING caaeaiate.Tmujaw unlr MUMS AWL x Pffww To cc RSArm iY a ar TAiXA.ATi P M14M OF DD COMMON NAL-6 IN A snm- STRAP, OR THE RmER Oi 05 OW12/23 REVISED FOR TRU5TEE'5 FILING XPAox"PCP)Flat Gat KM W L A W e I2 12 f 12 6 6 12 12 D LaOrC NALS M FX.Ii END Gi= Tl'E COLLAR TIE NEW NGT BfGZW mE PROVIDE GA5T-IN-PLACE CONCRETE,IWLWIN6 FORMHORK AND REINFORCEMENT,AS REQUIRED TO COMPLETE CONSTRUCTION,SHOWN ON THE DRAWIN65 AND A5 SPECIFIED HEREIN. TAL51 E RAMAJ TADLLATH2 Wl!\ACH� CF 9D DOX -VLL M A AS1W STRAP- Ob OQ 2Q/23 REVISED FOR TRUSTEE'S AMMENDMENT PERIvETHZ ®6E ZONE I6 b i 12 n i n 7. H/4 20 6N16E R97t3E -STRAP SMALL DE A ASTM AtSPi GRADE n S7!$ OR 1. COMPLY WITH AGI 301,"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUIL.DIN65',EXCEPT AS MODIFIED HEREIN. FRESLIA7- NE I gA0.cFARRJrL V&= OFF 24 6 12 i 12 6 12 EQW&ENT 2. PROVIDE AIR ENTRAINED CONCRETE COMPLYING WITH ASTM CAE.FOR C.OMIPRE551VE STREN6TH5 51E TABLE EOLI�DATION MATERIAL-5MATERIAL-5TA+� F 3.T7F AND PERFORATED S�JgRWAL�_ HOLDDOWN CAPACITY R.�QUIRBv�IT'S n 6 Yt i n b n ,3 R-4022(3,500 P50• EOM-CEARIN6 �� CLASS OF MATERIAL 3. PROVIDE REINFORCEMENT OF TYPES SHOWN ON THE DRAWING{,AND COMPLY WITH ASTM 615,6RADE 40,MLE55 (},qWr• PER SQUARE 17010r) FBNrERIOR zoNE ti to b Yt n 6 n �TION REG�UIRF1vFM5 OTFERN5E INDICATED. CRYSTALLIME N3)ROUC rL1000 6APA6I +.2,3 4. GOHLS�OI.IDATE CONCRETE IN ACCORDANCE WITH AGI 30g. WALL FiEl6h'tT ZA 12 b hl i i rl DFaD LOAD A.fa1vPTI0N5: RGt7F / GFJUN6 A55EMpLY DL=10 P5F 5. PROVIDE CONCRETE THAT IS DENSE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. 6MUrNrARY AM FCLIATI-P ROCK 4p00 WIND SEISMIC, E-NALJe6 CM A AT FMa eveed (�ROIAID SNOW LOAD = 50 Pr.�P (�� L-NIL ILL O Ar N WffM Tt APPCRre N M PMa.104E pQ SANDY GRAVEL AM OR GRAVE ` L FlLR WILL s:tnMe wmlA 4 PD•r a•M Caaaes M 4 I1asr PQMCIQt bee Tale ArrAaneer RI7QlR:DQIfM 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS,UNIFORM IN APPEARANCE WITH A SURFACE PLATE / 9000 x rsra,sue nLrp+ON CIMM NAL~10 Aeeues etAr"Arrram TO RWIM/MM MA"� (6YV AND OP) 8 9Ai36 1912 WITH 0e?boe MR PWWO Least MTN oagge�o,AM M NAL eFACNee AYLL M Rearm TO s NaeM Oa ROOF SEMI (FT) TOLERANCE NOT EXGEEDIN6 IV IN 10'-0'WHEN TESTED WITH A 10'-0'5TRAIOHTED6E. 9. Tact eCrne NA W NEW A erYJ/MQm DOA NALAL04 AWN pe Pne�rrm To/e eL/etTTULtD roR Ca4wote NALD -7 7. CONGREIIE FOR SLABS AND FOOTINGS TO BE AIR ENTRAINED FOR GOMIPRE551VE STREN6TH5 SEE TABLE R-4022. SAW 5LTY SAM, CLAYEY SAID, 9 4 2151 a rAw ATA NAL sPACNee Aeeue A plDW9 LLCATm N ate p SLTY GRAVE_. AM GAYEY GRAVEL 2000 a k360 2�9v T/IIdLE 3Ab iZ ?1} 3( b. PLACE WIRE MESH CONFORMIN6 TO A5TM AI&5(6xb-I0xlO)LAPPED b'SIDE AND ENDS SECURELY TIED T06ETFER. (SW, SP, SM, 66, 6M AM 6G) 1z sin 236b rJ-PEAR WALL RES1511% LPLPT AM OHM MEO'SRE D PLACE CONCRETE CNN UNDISTURBED 501L WITH 4'POROUS FILL,OR COMPACTED SOIL WITH 4'POROUS FILL.FILL CLAY, 58,DY CLAY, SLTY CLAY, M ba �4 i O Z(J 30 qO �LPE SPAGM6 (M)RNTER SPEDRMM PER JOINT AON OR ION+ bo�c 1� g. EXCESS GUTS WITH CONCRETE.REMOVE FOREI6N MATTER AND AVOID SEORE&ATICNI AS MUCH AS POSSIBLE. CLAYEY SLT, SILT AM GA DY SILT WOO b � 0576 5M4 700-YR WIND SPEED s 5F1.OM GUST BU I L D I NC PL A4 N REVI EN NOTE: FOOTINB°i SHALL HAVE A MINIMUM OF 3'-0'COVER (GI' AM �) WO S YA LRAL PANLL TOP & DOTTGM GF FANEI ID 7T345 4�02. SHEAR WALL RFQURBvETfTS HALING RE91R13vENr5 10. ALL oPENIN65 FOR BEAM POCKETS,UTILITIES,ETC.TO 13E FILLED SOLID WITH NON-SHRINK 6RCA1T FOR 51: I POi1rD PER 5Q(JARP FOOT = Ov479 kN/m2 20 8720 47L,0 ROOF IZ �° I I 17 SHEATHI N6 SHEAR WA L ROWS OF NAL SPAN II. 501E TO HAVE ASSUMED BEARING CAPACITY C (U TOW5GT.FT.IF POORER CONDITIONS ARE ENCOUNTERED, a. WhQJ SOIL TC-ST ARE REGLUIR® DY SECTION R401>}, THE L wAIAa,At Mftares A96,W wAL.s AM OrA N9 N AWF MtE WITH mIGKMEEf NALIN6 NALS '�� 3:12 ISO S 15 22 6EN3ZAL CONTRACTOR TO STOP WORK AND NOTIFY ARCHITECT.ALL FOOTIN65 ARE TO BE 24"ABOVE WATER AL-LMAM E DFJIRIN6 GAPAGITIES GF THE SOIL Shall LSE PART r�ae sPN Tact m+ese WA.LWO atATLris n M VAX rWORamm urAcmr (� - - - 19.Z 9 IS Z7 GF THE REGONA 1VATIONS. 9�x vrRen oY M APx+CPRLATe QLATMIe T1pe aLrnetr FlACroR N 7Ap e TABLE.IF WATER 15 ENGOUN ERED,5TOP WORK AND NOTIFY ARCHITECT- b. M THE IN-R.A(Z SOLS WITH AN N10NAME MARINE CAPACITY � W-*A!P rR�°i M'GMY W&TO TMT e GrWYWY Ma'awHQ�"N�'�s� 8D CO AM 1 � � I I ZZ 33 APPLY ONE 0)COAT OF TAR BASED WATERPROOFIN6 TO EXTERIOR OF FOUND FROM FOOTING TO 2'ABOVE FINISH OF LESS TWIN 1,500 PM ARE WACIKELY TO OE PRESENT AT THE sp m, NALS WO '� '�� 12- 12. - 17 15Y�A W 5 I THE �NVE5f�16ATM.IN6 GAPAGrTY 5hW1_ DE DETL�tMIt� PLC HAVM 6PA6MM6 �I2" 6 'ciao :IZ I�2 7 14 ZO 6RADE. TAD LE '5AA ROM AND/OR GEEING J015T TO TOP 8>0.0 FW sPACM6 13. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS UNTIL 15T TIER of FRAMIN6 15 IN PLACE A5 PER N.YS. egggbY GORE RP1�U 5: PLATE LATER& AND 6 EAR GONNFLTION 2 A 3(0 36 3(0 3(o m 9 17 2-5 � 41/ 7 10 R404.1.7. TO THE REST OF TI'E ARGN mr.71'S KNOM-BXE, THIS GONSTTWTION RL 1 -rF S - EN'OSIRE 16 5 9 14 6rp-m M I BOARDI MATS AMD EXCEEDS THE 2015 ECG. ALL UIC�MN6 AM IvEa MEAL SYSTEMS ARE TO IAEEr OR MEEP THE REC�UREMfTITS 6ET M THE 5:12 � (�,, 1 A 3(0 ?1F 12 - 192 II � I. RE6I11AR WALLBOARD: PROVIDE TYPE III,GRADE R GLA55 I,I/2'THICK,EX 24 14 CEPT AS MAY BE SHOWN OTHERWISE ON 201E THREE SECOND GUST WIND sFw (MPH) II° Iz° I� IA° pLY�� NAL-15 0 b" ZS THE DRANIN65. S ffQLK COJZY = lE(� SD 5750 DAYS RUMIt 6F GGMv10N MILS OR 10 FECES PLIES 9 IN "� A AND PANEL Epee W6 3� �� 2. FIRE-R 515TANT WALLBOARD: PROVIDE TYPE III,6RAPE k CLASS 1,5/B'THICK RA7=113t / GELM6 JOIST WAIL Ff16HiT D DOT( NALS TOE-JALFD) REQUR® M 6,0,{9 3 FIB.D SPAOM6 COMPONENT VA-LE VALUE SPADING (M) (F) WH RR-7M MD/OR CELM6 %195 4 Z 4 3(0 3�i 3(0 IWO 3. WATE R-RE515TANT WALLBOARD: PROVIDE TYPE 01,6RADE W OR X AS REQUIRED,CLASS 2,1/2'THICK,EXCEPT A5 SEE RE5CI-EGK GAL CLLATION`' ATTM tU REQUIRED PROVIDED To TOP PLATE CONMFLnoN 19.7- 4 S 12 MAY BE SHOWN OTHERWISE ON t7RAWIN65. 3 '%0 3(0 3(0 1% 2} 5 10 15 4. CORNER BEA05: PROVIDE METAL ANGLE SHAPES WITH WIN65 NOT L E55 THAN I AND 1/4'WIDE,AND PERFORATED WIMOW E�AZIN6 u=A°(MAX) 11= s 2 2 s - - -FOR NAILING AND JOINT TREATMENT.To BE USED ON ALL OUTSIDE CORNERS AND ALL OPENIN65. I0 2 2 9 1Z 3 5 6 SKYLI6htr GLAZING U=s+d(MAx.) L1='n � C�J I Lf 3(o ZS 20 I2 9.12 1� 3 5 S 5. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. L ffeSaaTApjAW V uare ARe Ag ON 0AAM A08 N rAdl 9A ogp ROOF/C.ELIN6 R='^UIN) RCS ; wT DLL'tVN� a r'1°o Rrn RAPIND em TIE aiA a IN T r° raw sRN M want rw as�+b y TWIT}} NALS ® i" 3 3(0 3(0 3�0 3�0 19.2 3 9 6. 61'PSUM WALL 130ARP SYSTEMS 5 4ALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD,MINIMUM 3 COATS. EXTERIOR WALLS R=15(MIN) R=19 '�m E��1yl�LL CR e M t rr/%,? "*VL PERa►w r Requtm PA4L ®� R A. 70/WOO LLllT'Tlte,H7 MaQ THM!i 70.irALe AWL/e Ner/L1ID N GOII dQ Q A wrtae GR CeLNb J71er GF v �.` TMI MWMIP TO A Yw1'TOP PLATE OR 9 Ta5itALe N Gat OM%Hat MOW TO A rmf TOP P LATE PLBES HAVTN6 SPAGIN6 MD I2" NSLA iOG,a. FLQQR REAMING R=1`.)(MM) R='SO 6Cr0A'J HELP 5PACND Z 4 •3(0 3(O •3(0 3(0 12. 3 3 5 L ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH ROCK WOOL.INSULATION.PROVIDE 2'R-10 PJ610 FOAM INSULATION FOR 15A5M15ir WALL MIM. INSULATION) R=1ONK) I R=10 EXTERIOR FOUNDATCN!WALLS FROM 6'BLLOW 6RADE TO 24'BELOW 6RADE IF DESIRED 13Y CONTRACTOR OR oWER.CARE 5HOU.D T/�IF {�+,rpl 3 3(0 3( 3(0 3( 12.12 6 3 5� 7 BE TAKEN NOT To DAMA6E FOUNDATION WATEIRPROOFIN6. SLAB PI�IMETER (Z-d' DEPTH) R=ION N) R=10 4_Itiu►T� W 6 PQRAPIIIG DESK�N GRIT�U 19.Z 3 5 7 PROJECT NAME: 2. 6E ERALLY,UNLESS NOTED OTHERWISE,IEUATE AS FOLLOWS, 3 9 KA D I L LA ALL HVAC PIPING C.ONVEYIN6 FLUIDS ABOVE 105E OR BELOW 55F ARE TO BE 6ROL1D� w�D 5l)RFLT TO DAMAGE FROM -q'R-30 FOR FLAT CEILIN65 INSULATED TO R-3 OR BETTER WM PMIeNN E A fi<05r e c DEm16N c HELP c F I CLINO, RF�JIRB�'TT5 SFIALL DE P[9ZMffT1� TO DE REPLY" 25% F' NALS ARE -625'R-300 FOR VAULTED ANG CATHEDRAL CEILIN65 L(� SPEW 9 n ° pFE6TS K � DORM CATF-GORY WEAThEIZN6 L� Tmwr E n%V ffHtLAyM3Tr � AIR WAN HEEL J77 HAZARD FRMZIN6 AANJAI. 2. t'�. JORNr GOMEGTIONS ARE NOT RFI:LURED WHEN THE RD6E K SI.PPGRT® DY A -35+F�IS FOR 2k4'WALL CONSiRUGTiON SUi'PLY AND RETURN VZTS IN ATTICS INSULATED>=R-&WEE DUCT 15>=3 (P5) T5 ION1� M (FETE LOVS -55 R.-21 FOR 2 x4 WALL CONSTRUCTION d e TTfPl LOADL7FWNri WALL, TfADBZ, OR RVeE M W1 DESIGN P TO RE515T THE APED INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES.SUPPLY AND RETURN DUCTS � In No NO NO D SEVERE yip" MODH;tTm 15 TLO 6/02/2008 ,,� y19 9. WHEN AJTERAEDAM SLMORT' Or THE RAFTER 15 P wpw DY vmncAL STWUT5 ADDITION -55 R.21 FOR FLOORS IN OTHER POTIONS OF THE BUILDING INSULATED>=R-6 FOR DIAMETER>=3 r0 M-AVY OR PIJ;IM TO A LOMWARM WALL, THE TADUATEP HEEL JOINT CONNECTION -725'R-30R FOR 2'x8'CEILIN65 INCHES AND R-42 FOR<3 INCIE5 IN DIAMETER WEATHERING MAY REQUIRE A H16FER STREN6TH CONCRETE OR 6RADE OF MASOiLRI'THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIRB�ENTS OF THIS COVE.THE WEATHERIN6 COLUMN SHALL BE FILLED IN WITH THE REQUIRBvi 5 5MV L W- PERMIT TO DE RE�UG® PRaPORTIONALLY TO N A 3. N11032.1 IN6UL.ATION: SUPPLY DUGT5 IN ATTICS SHALL 13E INSULATED TO A MINIMUM OF R-&.ALL OTHER DUCTS SHALL BE INSULATED TO WEATHERING INDEX O.E. 'NiE61.161BL.E'T10DERATE'OR"SEVERE')FOR CONCRETE AS DETERMINED FOR THE WFATHHBZIN6 PROBABILITY MAP(FI61/RE R301.2(3)1 THE GRADE OF MASONRY UNITS SHALL BE DETERMINED 4. EGLIJIVALENT' OONNEGT10N5 ARE RF1,(IAREV FOR MM �15T TO CELIN6 JOIST LAP E K �� STREET ADDRESS: 775 MILL CREEK DRIVE MINIMUM OF R,6. B UILDIN6 CAVITIES ARE NOT TO BE USED A5 PLENUMS OR DUIGT5. FROM ASTM G 34,6 55,C 62,C 73,C 40,G I2q,C 216,OR G 652. 5. TAK ATED CELL JOINT 6MV6,TION TrF�RMe r6 DO NOT WAIVE THE ADDITIONAL TOWN: EAST MARION W57LM PROTECTION: DUCT n6HTNE55 TEST RESULT OF<=4 0-WOO FT2 ACROSS THE SYSTEEM OR<=3 B. THE FROST LINE DEPTH MAT REQUIRE DEEPER F007IN65 THAN INDICATED IN FIGURE R403.10).THE JWISDIGTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH Foan%BELOW FINISHED 6RADE. >nT &T OF THE CELM6 ASf�MAN Y• STATE: NEW YORK C.H°I/100 F77 WITHOUT AIR HANDLER o 25 PA TADIJATED "m JOINT GOMELnON REQRMIE NTS A6%W MU40 JOKTS OR P05TAL CODE: I1939 1. HASH ALL OPENIN66 IN EXTERIOR WALLS. G. THE JURISDIGTICNI SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE RAFTER TIES ARE LZATEP AT THE DOTTOM OF THE ATTIC SPACE WHEN CeLIN6 THC�MOSTAT5 ARE TO BE INSTALLED FOR CONTROL OF JOISTS OR RN`TM TES ARE LOCATEP H MR M THE ATnG SPACE, NO ATTIC LOTS 1000-135-03-35.1 2. CAULK ALL OPE?NIN65 AND JOINT5 IN EXTERIOR WALLS WITH TR 11OCO'MONO'(COLOR AS DIRECTED). PRIMARY HEATING AND C00LIN6 5YSTI315 AND INITIALLY SET BY D. THE JURISDICTION SHALL FILL IN T1415 PART OF THE TABLE WITH THE WIND SPEED FROM THE BA510 WIND SPEED MAP[FIGURE R3012A(4)1 WIND EXPOCAl/RE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN STORAGE 16ASSLW MD THE TADIIATrP hffi_ JOINT Cl1 mnON RBWRE?&NT5 3. ROOF SFHN6LE5 SHALL 13E 30 YEAR ASPHALT A5 SELECTED BY CANNER. MANUFACTURER TO CODE SPECIFICATIONS. ACCORDANCE WITH SECTION R3012.1.4. 6f'1N1. CE 6Y THE FA_L9NIIN6 FACTORS: SITE NUMBER: WA E. THE OUTDOOR DE516N DRY BULB TEMPERATURE SHALL BE SELECTED FROM THE GOLM OF q7-I/2AS VALUE FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D TAB- 3al.IZ WIN PI ORNEE PEMIS PROMOTION M41ERATURE5 SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL kEAT11ER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. GT ROOF Mew / HEM JOINT CODE REQUIREMENTS 1. STAKEOUT 1S TO BE PE RFORM'ED B(A LICENSED SURVEYOR,OR BY A QUALIFIED SUB-CONTRACTOR. FASTPI�IIN6 �'aCA�'EDIJ� FOR WOE Rri RD6E CONECrION F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DE51'6N CATEGORY DETERMINED FROM SECTION R30122.1. MI6Fif 2. VERIFY,ALL 6NBN DATA ON I7RAW13N65.IF THERE 15 A DISCREPANCY,RECEIVE CLARIFICATION FROM PRIOR TO PROC STPIWTIRAL PANELS A,D,O FACTORS AND STRUCTURAL HIITEGT/BN61NIE13t �ING. 6. THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH(A)THE DATE OF THE,VRISDIGTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PR06RAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE OR ARG T T 3. EXCAVATE AND BAC:KFILL FOR WGRK INDICATED ON DRAWN65.5TCX.KPILE TOPSOIL OBTAINED B�LOM STRIPPING MANAC>�IJ7'(�FLOOR HAZARD AREAS).($)THE DATE(5)OD THE CURRENT 13McTIVE FIRM AND MPH,OR OTHER MOM HAZARD MAP ADOPTED BY THE GOhR"UNITY,A5 MAY BE AMENDED. i I�2 2 F'� SPA6IN6 R40553.1,RgO5.73.1 AND Rgo5.63.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING THE JURISDICTION SHALL FILL IN I/3 15 STANDARDS DRIVEWAYND A BUILDING SITE.STOCKPILE ALL EXCAVATED MATERIALS. FASrM M TYPE H. IN ACCORDANCE WITH SECTION R9052.7.1,R0g5.43.1, 4. NEWND A EASTIN6 BACK FILL MATERIAL ARE TO BE FREE OF NEWS,TREE R.00T5,ROCKS,AND DEEBRIS.ALL SURPLUS PAt� SPAN 4 FG17T < PANEL- 6 F017T < PAMH_ 1/5 MS .4 FAIT SPANS 6 MOT SPAN S 15 FG17T 'MI5 PART OF TFE TABLE WITH'YE5.OTFERWISf~THE JURISDIGTICNI SHALL FILL IN THE PART OF THE TABLE WITH'NO 1/5 125 MATERIAL.THAT 15 UNSUITABLE FROM BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2 010 woo SCREW � 9" I. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100 YEAR RETURN PERIOD AIR FREEZING INDEX OF DAYS)FROM FIGURE R40.3(2)OR FROM THE 100 YEAR(qq PERCENT)VALUE ON THE NATIONAL 1/+0 12 PROJECT NUMBER: 2022-0021 5. PROTEG'T TW35 WITHIN EIGHT F1�7 OF TFE BUILDING. GLIMAGTIG DATA GBJT132 DATA TABLE'AIR FREEZIN611DEX46A METHOD 0A5E 32'F)' 1/10 1.11 ��D A LA6 SCREYv �" �" �" '�� �C INITIATED DATE: 03/OI/22 PL ek I Tar-:6�+A J. THE JURISDICTION SHALL FILL IN THIS PAST OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMACTIC DATA CENTER DATA TABLE'AIR FREEZMINDEX415At METHOD(SASE 32'F)' (y�� �1E.� + ��� PRAWN BY: SBA F O:maAsw.` K. IN ACCORDANCE WITH SEGTIONI FW2.15,WERE THERE 15 LOCAL HISTORICAL DATA DOGUM EN71NG STRUCTURAL DAMA6E TO BUILDINGS DUE TO TOPOGRAPHIC WIND 5P DLIVE EITEGT5,THE JUZISDIGTICNN 5F FILL IN A L A` I ION-OAV" ��/ Crj �� 0 CHECKED BY: 5BA A TMe T/"s ireev M 00 AR+W►o eP®e MMD A 9"%Vr WAN AXF H%IV T1415 PART OF THE TABLE WITH YE5,OTHERWISE THE JURISDICTION SHALL INDICATE NO IN T1415 PART OF THE TABLE. p. PAGrMaW AWLOr~oe WILLm AOr~noe a M%M OrRI1GTU&PMG. DRAWING NUMBER: tW ►'aAM LL�nw,rrE° �uFAury YC�'4 a s"�a '� L. IN ACCORDANCE WITH FIGURE R3012(4)A WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTIN61MlC.�UAL WIND CONDITIONS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH YES AND IDE NTIFY ANY +i RlOLl19 9no OEM aM,etM WAe+RC1AC1"WaUMS ARE bWW at PAWW Hal MP 04WA M TTM 05CO P SPECIFIC,FEWIREMiENTS.OTHERWISE THE JURISDICTION SHALL INDICATE NO IN T1415 PART OF THE TABLE. � G-002900 aw ww a a'V ecAr role RA01 w AWL le Ommw To"After All Ww WLLM le Me TAOLL Ragzo M. IN ACCORDANCE WITH F16LRE 3012.12.1 THE JURISDICTION SHALL INDICATE THE WIND BORNE DEBRIS WIND ZOWS).OTHERWI5E THE JURISDICTION SHALL INDICATE NO IN THIS PART OF THE TABLE. N. THE 6ROUND SNOW LOADS TO BE USED IN DETERMINING THE MleN SNOW LOADS FOR ROOFS ARE 61VBN IN FOURE R3012(5)FOR SITES AT ELEVATIONS UP TO 1000 HST.SITES AT ELEVATIONS ABOVE 1000 FEET �A� Q�76 Al SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 P5F FOR EVERY 100 FEET IN ELEVATION ABOVE 1000 FEET. F Nj V-14, -' PAGE: 5 OF 9 STEVE AFFELT CONTRACTOR TO UTILIZE ARCHITECT E . GALV 51MP50N 5TRON6 TIE CONNECTORS OR PHONE: (631) 553-6333 APPROVED EQUAL PO BOX 762 • GREAT RIPER, NEW PORK 1173q LSTA21 ° 0 ° A34 0 0 ° GON5ULTANT: ° 0 0 0 ° ° °° LSTA24 °° 0 ' H8 UPLIFT ANGHOR5 NOT ° °� ° H8 H8 NEEDED IN TH15 AREA H8 • ° ° (EXCEPT SILL ANGHOR5) ° °° 0 ° 0 0 ° ° • ° ° ° ° ° 0 A34 —_ • H8 ° 0 ° ° ° ° H8 °0 ffHH4 O ° 5MLE-STRAP HH4 °0 MTS30 0 APPLICATION 00 0 (MULTIPLE5 °° PLOT PLAN 0 MAY BE U5ED) ° �� I o LSTHD8 I 0 HTT5 °o SP4 FRAMED OPENING REQUIRED REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL STRAPPING DETAIL WITHOUT CRIPPLE AT FRAMED OPENING PLATE STU DS NO. DATE DESCRIPTION OI 063/26/22 155UED FOR REVIEW NOTE: REFERENCE BUILDING PLAN FOR NOTE: REFERENCE BUILDING PLAN FOR 02 10/12/22 155UED FOR FILING PFS MODEL AND FRAMING MATERIAL TYPE. PFS MODEL AND FRAMING MATERIAL TYPE. 4" S2, np 03 02/0B/23 155UED FOR SGDH FILING TYP. 04 ObA5/23 REVI5ED FOR TRU5TEE'5 FILING 1 *" 05 05/12/23 REVI5ED FOR TRU5TEE'S FILIN6 • BD MIN.) " BD MIN.) " " 06 Oq/2q/23 REVISED FOR TRU5TEE'5 AMMENDMENT MIN.) MIN. 1 Yz • S1, TYP. _CW_ B2 CW CW CW CW (9.25" MIN.) S1, TYP. PW (9.25" MI .) COLUMN AND BEAM ASSEMBLY (9.2F" MIN. (3.5" MIN. H1 1 S1, MATERIAL COLUMN/ COLUMN ROW BEAM ROW MODEL BEAM FASTENER W1 NO. THICKNESS (IN.) FASTENERS SPACING, FASTENERS SPACING, Sl, TYP. (IN.) / ROW S1 (IN.) / ROW S2 (IN.) (2 18) LVL 3 X 0.162 x 3 4 10.5 2 16.0 SINGLE-WALL PORTAL LENGTH DOUBLE-WALL PORTAL LENGTH DF/SP/SPF/H 0.162 x 3 EQUATIONS EQUATIONS S1. Tom• PFS12 F, 3 J4 A 4 9.0 2 16.0 TALL COLUMN (Cl) = H1 + BD - 1 TALL COLUMN (Cl) = H1 + BD - 1 DF/SPFSPF/H 3 0.148 x 3 4 9.0 2 12.0 SHORT COLUMN (C2) = H1 - t �" .. SHORT COLUMN (C2) = H1 - 1 �" 0.16�x 3 BUILDI NC FLAN Iz�VI�W NOTE: ( ) = W1 + CW + CW 18" LVL 3 Y2 3 10.5 2 16.0 �• �• LONG BEAM (81) = W1 + CW + PW " LONG BEAM 81 p�g1p/ H HI E )k �b SHORT BEAM (B2) = W1 + PW 1 SHORT BEAM (B2) = W1 11u�� @@ W2236 MAY BE' KET3 MZED F R NAILS ATY ZOLW 1. 2 16.0 R RZO( /� 3 0.148 x 3 3 9.0 2 12.0 NOTE: EVERY LEGEND * H1 FOR THE PFS FRAMING IS THE OPENING * H1 FOR THE PFS FRAMING IS THE OPENING OTHER ROW HEIGHT MEASURED FROM THE TOP OF CONCRETE AT LEGEND HEIGHT MEASURED FROM THE TOP OF CONCRETE OF NAILS IS BD = BEAM DEPTH H1 = OPENING THE HOLDOWN LOCATION TO THE BOTTOM OF BEAM. BD = BEAM DEPTH H1 = OPENING AT THE HOLDOWN LOCATION TO THE BOTTOM OF INSTALLED ON HEIGHT HEIGHT OPPOSITE SIDE. CW = COLUMN W1 = OPENING ACTUAL OPENING HEIGHTS WILL VARY DEPENDING BEAM. ACTUAL OPENING HEIGHTS WILL VARY FOOTING TYPE. TAKE CURB HEIGHTS INTO CW = COLUMN W1 = OPENING DEPENDING FOOTING TYPE. TAKE CURB HEIGHTS WIDTH WIDTH CONSIDERATION WHEN CALCULATING COLUMN WIDTH WIDTH INTO CONSIDERATION WHEN CALCULATING COLUMN PW = POST WIDTH LENGTHS. PW = POST WIDTH LENGTHS. SINI3LE WALL PORTAL INSTALLATION DOUBLE WALL PORTAL INSTALLATION BUILT-UP COLUMN AND BEAM NAILING 1 Y2" 1 X" Y4" TYP. B1 1 V Y4" TYP. . TABLE 1-1264 TRU55 IDENTIFIGATION 5I6N LOGATION5 B2 1 � Y4" TYP TALL COLUMN (Cl) TALL COLUMN (Cl) IN 4X4 Sign location 51gn placement Exterior building entrance Attached to the door,or attached to a sidelight ` FRONT FRONT C2 C1 doors,exterior exit or the face of the building,not more than 12 ABW44Z discharge doors, Inches(305 mm)horizontally from the latch side Y4" TYP. i� and exterior roof access of the doorjamb, and not less than 42 Inches ROMAN ALPHANUMERIC 61 doors to a stairway (1067 mm) nor more than 60 Inches (1524 mm) DE516NATION OF PFS-HKS above the adjoining walking surface CON5TRUGTION TYPE PROJECT NAME: SINGLE-WALL Exterior building entrance Attached at each end of the row of doors and BASED ON SECTION 602 ° doors,exterior exit at a maximum horizontal distance of 12 feet OF THE BUILDING CODE OF �A D I L LA PORTAL NEW PORK 5TATE B discharge doors, (3.65M) between signs, and not less than 42 z SHORT COLUMN (C2) and exterior roof access Inches(1067 mm)nor more than 60 Inches (1524 CENTER STRAP ° Y4" TYP. ON POST, doors to a stairway mrn)above the adjoining walking surface.V-O N NE SIDE ONLY Fire department hose Attached to the face of the building,not more REFLECTIVE WHITE ADDITION BACK C2--' C1 connections than 12 Inches (305 mm) horizontally from the COLUMN-TO-BEAM -MOMENT SINGLE-WALL PORTAL center line of the fire department hose STREET ADDRESS: 775 MILL CREEK DRIVE CONNECTION DETAILS POST-TO-BEAM DETAIL connection, and not less than 42 Inches (1067 COLUMN—TO—BEAM MOMENT CONNECTION INSTALLATION mm)nor more than 60 inches (1524 mrn)above the TOWN: " ad oinin walking surface. 5TATE: EA NEW PORK 1. CONNECT THE BEAM SUB—ASSEMBLY TO THE COLUMN SUB—ASSEMBLY STARTING WITH 12 TALL, FULL—WIDTH j g g THE SDW SCREWS (PROVIDED), AS SHOWN. " " WOOD STRUCTURAL PANEL PFS-HKD ' _ """�"�"', P05TAL CODE: IIg3q 2. INSTALL THE PFS-MCS STRAPS USING 0.148"-DIAMETER NAILS (2 Yz MINIMUM LENGTH). SHIM BLOCK, MIN. DOUBLE-WALL LorS l000-135-03-35.1 THE !STRAPS MUST BE INSTALLED HORIZONTALLY ON THE TALL COLUMN (Cl) SIDE AND Yz" NOMINAL. PORTAL VERTICALLY ON THE SHORT COLUMN (C2) SIDE, AS SHOWN. „ „ SITE NUMBER: WA NOTE: STRONG-DRIVE #1Ox2 Yi" (SD10212) CONNECTOR SCREWS (NOT PROVIDED) MAY BE F FLOOR FRAMING, INCLUDING 61RDER5 AINDBEAMS HURRICANE STRAPPING SUBSTITUTED FOR THE NAILS. COLUMN-TO-BEAM CONNECTION 2X SOLID SAWN ASSEMBLY WITH SHIM BLOCK AT HOLDOWN R ROOF FRAMING DETAILS AND "FR" FLOOR AND ROOF SIGN REQUIRED FOR S I G N AG E FRAMING FRAME DWELLING WITH 61RDER5I CEILINN ENGINEERED WOOD } FLOORS AND CEILINGS TRUSS IDENTIFICATION SIGN ( �D A PROJECT NUMBER: 2022-0021 COMPLIANCE WITH 19 NYCRR PART 1264 1/2° 11411 RC INITIATED DATE: 03/OI/22 5TROKE � ,�tiN B• �y��� DRAWN BY: 5BA i DE516NATION FOR ��4 CO {� O•a CHECKED BY: 5BA 5TRUGTURAL COMPONENTS �� DRAWING NUMBER: THAT ARE OF TR 65 >k CONSTRUCTION G-003*00 � EXAMPLE 516N 5HOWN ABOVE yr� �3 Y6 A'\ 0, Of NE.\T41,,.-' PAGE: 4 OF q I 17'-O" 10 3'-7" 6'-II/2'1 R. STEOVE A FFELT CONSTRUCTION NOTES - II7-5r — ____ ±7II /2Im I ,I ARCHITECT Cl GENERAL - REMOVE EXISTING FIN15HED FLOORIN6 THROUGHOUT. INSPECT SUB FLOOR, o i< .. ::. REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. ` `" "''" `' `° ". a., .: z "--------------------------------------) C2 6ENERAL - KITCHEN AND BATHROOMS ARE r0 RECEIVE CERAMIC FLOOR TILE I r-------------------------- ------ r-----------------------------------1 I CEMENT BOARD BASE. COLOR AND TYPE TO BE 5ELEGTED BY OWNER. I \ I , I PHONE: (631) 553-6333 C3 6ENERAL - BATHROOM5 ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL I \' NEW 3,500 P51 POURED _ , PO BOX 762 EXI5rIN6 DWELLING 15 TO I I OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER WALLS WITHIN BATHROOMS W/ I I f— CONCRETE 2 TH CONCRETE X _ \ BASE TILE AND GAP TILE. I � ° � I ,� I GREAT RIPER, NEW PORK 11739 CRAWLSPACE BE LIFTED AND EX RAT SLAB OVER ISTING CRAWL5PAGE I I I GMU FOUNDATION WALLS I I 64 KITGHEN CABINETRY AND COUNTER ARE TO BE 5ELEGTED BY OWNER. PLUMBER 15 TO I POLYETHYLENE 10 MIL5 ►_ AND FOOTING ARE To BE I I MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, 51NK5, 5HOWER TRIM M.ALL REMOVED 7HROU6FfOUT TO BE 5ELECTED BY OWNER. KITCHEN 15 TO RECEIVE BAGK5PLA5H TILE, 5ELECTED I "- I I `V CONSULTANT: —� ( I BY OWNER AND INSTALLED BY CONTRACTOR. ----------------------------------- I I 65 GENERAL - ALL EXISTING EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMA6ED I I_ _ _ r---------------------------------- Gb MECH Roots 15 To BE IHR FIRE RATED GEILIN6 AND WALLS. DOORS ARE TO BE 45MIN I ------------------- —�— —, I I RATED. I I I IIII- I I I I I 07 REMOVAL ALL REMAININ6 6YP WALL BO. NEW CLEAR CEDAR PANELING THROUGHOUT I I z z IV I I I I DWELLING U.O.N. FILL EXTERIOR WALL CAVITIES W/5PRAY FOAM IN5UL. EQUIV TO I I I I I R20 OR 6REATER I I UP � I w w w I I I I I ----Lh NEW EXCAVATED EXISTING 2X8 / III I LL-I- ——— , I BASEMENT FJ'S ® lb" .:.,,;. EXISTING DWELLING 15 TO I I I _ I I \.\\Y I I SYMBOL LEGEND I STORAGE +I ,y • , BE LIFTED AND EXISTING �I� I I r ' I RECREATION 5PAGE OC 7 F I r GMU FOUNDATION WALL5 I I I I I ,I I N I � _, L j NON-HABITABLE LLJ I �\� L J AND FOOTING ARE r0 BE LIJ I I I NEW PARTITION G5 NOTE TA6 I I I = I I I 1z I REMOVED THROUGHOUT I I ( (FULL HE16HT) I IU - ( ( L I ROOM Roots rah = I EXI5TIN6 2X& FJ'S I i ;•,z NEW RATED PARTITION 0 I I ® I6 O.G. _ , N I I I Ex1sr1N6 PARTITION TO O— PARTITION TYPE TAG I ° I RECEIVE NEW GYP BOARD --J _I I I EXISTING PARTITION r0 R RELOCATED I NEW(3) 2xlo NEW (3) 2x10 I I I I fir=_--_- rF I I REMAIN - I - - - i - - —� - - '\'- � � PLOT PLAN 1I I I ��` " GEILIN6 HEIGHT I I I I �''----- I I I I r--I I I I // EX15TINC7 DOOR TO DATUM I NEW 3,500 P51 - J REMAIN I " I U-----J ,� I CONCRETE 8 TH ' EXISTING 2X8 L_IJ I I I I I III _---- _ - EXISTING DOOR/WALL TO A_ SECTION I I CONCRETE FOUNDATION I FJ'S 0 16,11 -- -- L _J I I _ �' - MARKER i " z ( ° n i \ BE REMOVED WALL W/ 4 VERTICAL iV O.G. _ z CRAWL 5PAGE I I I I \ 1 1 I I I I HORIZONTAL BARS ® Ib ~ , '- I � 810 NEW DOOR I I \\ I O.C. � EXISTIN® O.C. I + ��C ELEVATION II \ I I I I I (SEE SCHEDULE) 4 A-I 2 INDICATOR I I I I I I j I I I I I I I I O 5MOKE DETECTOR I II I I I EXISTING 0.,-ELLIN6 15 To �-�-� I N ( BOILL ROOM I i I I I i I I W 3,50o P51 20 x8 NEW 3-1/2 � 5TL LALLY - I 11 11 :• a� BE LIFTED AND EXI5TIN6 L J I I I I I ( U-----J I CONCRETE FOOTING I COL ATOP 5/I6"TH V xb" GMU FOUNDATION WALLS ------- " " # STEEL Ba5E PLATE I I s AND FOOTING ARE TO BE I I I I EXI5TIN6 DWELLING I I I, I W/2 X4 KEY AND 4 I BARS ® 8" O.G. l� ANCHORED r0 NEW 4p00 REMOVED THROUGHOUT ( I 15 TO BE LIFTED AND I I I"-------- I Z P51 CONG FOOTING W/ 1/2" EXI5TIN6 GMU I -I--� -T —I—I— I I S I VIA. x 0" LONG NEW #4 = I x II FOUNDATION WALLS - _I I � �, eARS ® 8 O.G.oc EACH WAY +I AND FOOTING ARE I I I I I I I I I I 8�� ±a'-5° fq'-& 114 ' f7-Il 1/4 j l l l To BE REMOVED rHRouGHour I i l l l l l l I I------------- II ` ----------- --------- ATE DE5GRIPTION � � I ry No. D :: 01 08/26/22 155UED FOR REVIEW v, \ ': \. .,. \\\\ I I I L----------------------- L------ J� ---� IN6 --------- --------- _ 02 10/12/22 ISSUED FOR FIL LL___ -_..I 03 02/08/23 155UE0 FOR 5CPH FILING ______________________________________ ±2b'-4 1/2" 04 Ob/15/23 REVISED FOR TRU5TEE'5 FILING Ib'-5 1/2" a 1011 b'-loll loll- 0" 3'-211 05 OS/12/23 REVISED FOR TRU5TEE'5 FILING Ob 04/2q/23 REVISED FOR TRUSTEE'S AMMENDMENT PROPOSED CELLAR PLAN EXISTING CELLAR PLAN 3 SCALE = 1/4"=1 ,-0" SCALE = 1/4 =1 —0 II II I II I II i 4'-II 1/2" 3'-II 3/4" 3-I 17/8 5-4 I/4 5-4 I/4 4-I I I/2 ::..:::...:..:::.:. . :.....::�;. :f .... ... ...._ ........ ,: I El El CW245 OW245 CW245 CW245 REMo �UKGK W NEW X b (2) 2XIO (2)2XIO (2) 2XIO (2)2XIO CK cL ENGL05ED PORCH nu lYP F REMOVE EXI5TIN6 KNEE WALL m " 5TONE FLOOR, CLEAR x 30 KNEE WALL CEDAR WALLS AND - 30" KNEE WALL GEILIN6s BUILDING PLAN REVIEN NOT: REMOVE EXI5TIN6 PARTITION ql I WALL, TYP FOR 5YMBOL NEW 26X 68 3'-1 1/2' 7'-211 b11 6 6'-10 3/411 b I/2 7'-211 2'-111 v (2) 2x12 HEADER (2) 2x12 HEADER (2)2x12 HEADER cV `? 6'-O"m METAL 5PIRAL _ REMOVE EXI5TIN6 DOOR, TYP ;� 5TAR317.IO.ITO COMPLY I ( !+- - _ FOR SYMBOL W/ ti i , UP u� NEW STACKED STONE -_ ::::._; I MANTLE MNEY FACE W/ i �....._.._..__... - L_.j— --J ......._.... .................. LIVING ROOM i �cn NEW X 6. -II 1 I ._.._..___ LIVING ROOM _........�i-.W 1 II _.; . . STONE FLOOR, CLEAR ABOVE LINE OF OVERHANG L- BATHROOM _ ____J I I W BATHROO ': I _._..__ :::: CEDAR WALLS AND TILE FLOOR /� CEILINGS ( J I GYP BD COS WALLS \ --- -- UN-HEATED \� (2) 2x12 (2) 2x12 NEY�.43X 68 HEADER 5TORA6E HEADER HEADER---- _ _ III _.... -. --_---....__.. PROJECT NAME. DEPRDOM �' I BEDROOM WASHER WOOD FLOOR % KA D I L LA K 6YP BD WALLS Dry DRYER , cosKITCHEN _ ( I ADDITION ° o TILE FLOOR N I 6YP BD x = WALLS � I STREET ADDRESS: 775 MILL CREEK DRIVE T T _T I TOWN: EAST MARION 5TATE: NEW YORK ° ° P05TAL CODE: I1a39 BEDROOM -_-_--_-_- UT ! x REMOVE EXISTING REMOVE EXISTING N 5 TE NUMBER: 1000-135-03-CAI q( 3 sn WOOD FLOOR MILLWORK PLUMBING Wz 6YP BD WALLS \�\\ L® FIXTURES T _ 2 REMOVAL PLANS « ' AND NOTES T1^I3046 TW3046 ? - LINE OF OVERHANG - - -- - - - - - - - - - - - - - - - -+ ABOVE i 11 PROJECT NUMBER: 2022-0021 i_..,._... ___. INITIATED DATE: 03/0I/22 4'-O I/2" 1:::::::: 1. ._ :._.il....,_,::-,:.j...�l. .::. ?l.. .. `� eta 6• � a ,. DRAWN BY: 55A CHECKED BY: 50A FIRST FLOOR REMOVAL PLAN 2' 4 $� PROPOSED FIRST FLOOR PLAN DRAWINGNUMBER: 2 1/4�s 4 — An 100*00 SCALE = 1 /4 —1 —0 SCALE 1 /4"=1 '-0" y 0371a11 QQ- �Of NVC`N� PA6E: # OF 7 I CONSTRUCTION NOTESSTEVE i � I i GLASS d ALUM RAILING j I 5Y5TEM. COORDINATE _.........._.................._.._........._.__..._........_ _...........__________..__.__.....__......... ..........._....................._.._....._.._..........__.__._.___ __—.___..__.....,..__._--....._......._...__L_...._.._..____..._...._..............__.___..___.._1 GI G GENERAL - REMOVE EX15TINO FINISHED FLOORIN THROUGHOUT. IN5PEGT 5UBFLOOR, \ WITH OWNER REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. ARCHITECT 02 6ENERAL - KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR TILE � + BALCONY I I FLAT DECK EDPM ._............._.............................._......_............._..........................._.............._..... ................._.._............_....................................................................................................................................................................................................................._.._.........................._......._._............,............... CEMENT BOARD BA5E. COLOR AND TYPE TO BE 5ELEGTED BY OWNER. I I I WATERPROOFING MEMBRANE W/ G3 6ENERAL - BATHROOMS ARE r0 RECEIVE M015TURE RE515TANT 6YP BD IN ALL PEDE5TAL PAVER 5Y5TEM OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER WALL5 WITHIN BATHROOM5 PV I i PHONE: (631) 553-6333 BASE TILE AND GAP TILE. PO BOX 762 64 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO Ilk 6-0"(P METAL SPIRAL BALCONY AGGE55 GREAT RIVER, NEW YORK 1173q MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUGET5, 51NK5, 5HOwER TRIM ETC. ALL 5TAIRGA5E TO COMPLY I BRIDGE W/36" HIGH TO BE 5ELEGTED BY OWNER. KITCHEN 15 TO RECEIVE BAGK5PLA5H TILE, SELECTED W/R311710I I METAL RAILING SIDE BY OWNER AND IN5TALLED BY CONTRACTOR I I MOUNTED TO BRIDGE. C5 GENERAL - ALL EXI5TIN6 EXTERIOR WALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMAGED - - - - - - — I CONSULTANT: 66 MEGH ROOM IS TO BE IHR FIRE RATED GEILIN6 AND WALL5. DOORS ARE TO BE 45MIN BALCONY AGGE55 RAZED. BRID6E W/36" HIGH NEW 5TACKED 5TONE 67 REMOVAL ALL REMAINING 6YP WALL BD. NEW CLEAR CEDAR LAP BOARD WALLS AND METAL RAILING 51DE I ON 6'-6" - I CHIMNEY FACE W/ GEILIN6 THROUGHOUT DWELLING U.O.N. FILL EXTERIOR WALL CAVITIES W/5PRAY MOUNTED TO BRIDGE. I I OPEN To BELOW MANTLE FOAM IN5UL. EQUIV TO R20 OR GREATER p %v CLEAR CEDAR LAP BELO BOARD GEILIN6 IO @ NEW 2X10 ® � NEW 2X10 @ , SYMBOL LEGEND RR'S ►6" i RR'S lb" O.G. P�3L� cL NEW PARTITION G5 NOTE TA6 ! (FULL HEIGHT) R' OOM S ST�/vim' j I BEIEXTENDED TO 5TIN6 CHIMNEY TO NEW RATED PARTITION 0 ROOM TAG Fill COMPLY WITH RI003.q EXI5TIN6 PARTITION TOPARTITION TYPE TA6RECEIVE NEW 6YP BOARD „EXISTING PARTITION NEW 2XIO ® 5-I/4 X 5-I/4 6LULAM TO R RELOCATEDrrREMAIN - I' p j d,- C� S RR'S I6 O.G. I KING TRU55, lYP OF(4J EXI5TIN6 DOOR TO GEILIN6 HEIGHT NEW 2XI0 REMAIN DATUM RR'S Ib O.G. __ I PLOT PLAN (2) NEW VELLUX VGE O� SECTION J l i m m m 2246 5KYL16HT - EXISTING DOOR/WALL TO q- BE REMOVED MARKER Q 810 NEW DOOR I O I- - - WOOD FLOOR C v O CLEAR CEDAR LAP 1 - (SEE SGHEDULE) ELEVATION � 4 A�-1 2 INDICATOR I '' L - - J BOARD GEILIN6 L J o N O 5MOKE DETECTOR ^' EAVE O ® = m NEW VELLUX VGE 2230 - 5KYLIGHT _._. EAVE . ._... ..I............................BATHROOM TILE CLOSET 5O fi..,. FLOOR �1- - - WOOD CF�1... ... : I.... .............................�..................... /411 %n 2 _._...._.... 3'-9 1/2" 5'-8" Q'-7 3/8" 5'-& 5/8" 3'-9 1/2" NO. DATE DE56RIPTION OI 08/26/22 155UEO FOR REVIEW 2-2XIO 2-2XIO 02 10/12/22 155UED FOR FILING HEADER HEADER 03 02/08/23 155VED FOR 5GDH FILING 04 06/15/23 REVISED FOR TRU5TEE'5 FILING PROPOSED SECOND FLOOR PLAN 05 08/12/23 REVISED FOR TRUSTEE'S FILING 3 06 Oq/2Cl/23 REVISED FOR TRUSTEE'5 AMMENDMENT SCALE = 1/4"=1 '—0" r-----------------------------------------� - ii - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IIF- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -III EXI5TIN6 ROOF OVER PORCH 15 APPLY 6RAGE ICE AND I I TO BE RE-BUILT WITH NEW WATER DAM A5 ROOF RAFTERS REQUIRED TO EXISTING AND NEW ROOF ALUM FLASHING AT —————————————————————————————— ———�\—fi— -- �—r� - f — -- -- _ - �. .r EAVES 5� �U�LD�NC� �LN �� W NOTE: - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . f I j 1 !I f C { . !— ... _. ......... . .:...._..... . � I I. ... � . { { } _. _.:. \ / DOUBLE LINE INDIGAlES WALL . . ,.{.......... . . ...:..... I.. \ / BELOW ,.._....} . {...:.... - _ ...r -- i ._.... i._....... a i rr i6 ..:.....:. _ -I r ........... .... ......... _ -- ;{ .. ........... . I 1 N. \ I t �......... — — / I �._.... . ......._. _._._ j_.._... L_........ ..._.._. a , . �.........� . vy. i ...__... ._...... .......... { - - --...... - - . . VN 1 - 1 I._........ -._r .._._.._} }.. r--:...'_I,. - -- ..__..... - ...... .......... ......... .......... .......... y ........ ; _ ..:..� _ � m } _...�- I -_ - F-- ........... \ / ( CHIMNEY 15 TO REMAIN r_ ;_- _ '.: . y. ... -...I _ _ �.— ..... _ ___. � � : - I: J. _ _ .._...... ........... _ .. i.....--�a.........I--�.. — —�...:. : 7. - \ } _ EXIST 2X6 I II I { X — _ ........: .......... . . x: i_ _ i a RR'S Ib O G .....! l_ -� _ I . �.........�- .,:_:... t . - PROJECT NAME -j / \ ... �.......... L........ r.._. -I I I I ;_ -- _-- i ._. ua. . ......I. _ i I 1 (2) NEW VELLUX VGE 2246 j - .'.:.- L_._.'.......... - ...........�- NEW 2XIo ® -�_........�__..:....:..�.:..:..li.........j.:.....: ' NEW 2XIo ® �.......... k._ .__. ._... _.: -: i... - 1 . . . .77, . a / \ I 5KYLI6HT5 RR'S I6 O.G. :-. . .; . ` RR'S I6" O.G. 1 - A D I L LA K / \ . _. I / \ �' 1...i i i _..:_...: . 1 I � f �, .{. , . _ ADDITION — —'t I }:._... �._ 1. r " 4—... _ ;._— FF 17. ...... ,._.�.,,... EXI5TIN6 ROOF OVER ..__. 1 ......1 __ , _ .. r-- _ _ _.. (_:._ I _i - L 1.___ STREET ADDRESS: 775 MILL CREEK DRIVE OUTDOOR STORAGE 15 TO _ REMAIN L ..{. .:. 1 I . _ .:...: }..... ....._.. 1. . .....:.... 1...:....: '4,..:. ' ' 7......._..; TOWN: EA57 MARION . . . . -...._., I i ; . . . - r t......:.:.a: NEW PORK :.. ..... ? 5TAL CODE: 11939 I I - -- / {...... . _�..... F — CV y LOTS 1000 135 03 35.1 EXI5TIN6 ROOF AND ROOF „ _..M. F __. I' O" SITE NUMBER: N/A \ I — / \ RAPIERS ARE TO BE REMOVED. I-o ..... r_.a. . - - }- _;....._...._........._..... _.._.;... o .... i".. fi. ,.....} . a..._.... ._ . NEW SECOND FLOOR AND L........' �........... {�. �` �.......i A-FRAME ROOF TO BE _ _ . .. _ .. ...{ - -'I I-_ CONSTRUCTION PLANS {__ ti .......... ........_ ....._... ...._ L........: { _ I 1 \ I I.... I- I IN5TALLED : . fi . . } 1 JL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -�l - - -- - ` . a L. . . . .: . . . .r. . . . . . . {'. . ... ...........: ..........: ._........ { . 4:....:..I� :... . — — — — — — — — — — — — — — — — — — — — — — — — — — — — {. . I...._.... :_: I.._....I AND NOTES .... :.....:..:... .-------------- -, _ _-4. ._.,_... ..,.....,. L... fi .... ,.. ._.. ..._ . CONT. RIDGE VENT W/ PROJECT NUMBER: 2022-0021 AR INITIATED DATE: 03/01/22 DRAWN BY: 5BA +C+r C� f� CHECKED BY: SBA FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN 2' 4 8' * DRAWIN6NUM13ER: 1 SCALE = 1 4„=V-0„ 2 _ ��4„ _ -0" p 4- •/ SCALE — 1 4 -1 0 37 q1 • ` 101 0® / T � Q OF N PA6E: # OF 7 I r.0.RIDGE __.._._._.............._..........-------._.__.-.__--__ _ __ _ _.—._—.-----.—_..__.._. __ —___—_- TA.RIDGE 2s'-a• ..... ..................... ...................................... ................................................................................................................................................ .----.-_._---::.--=_........_._.........._...._..... �_ _�........................................... :: w : : _ ___ ...........................................__ ::::- __ : - AFFELT .............. ............................................................... .................. ................................................ EXI5rIN6 CHIMNEY r0 ___.._..._..____._..-- _._.__..____..._. __..--._-.... ............ I _ ...... ..._... To BE EXTENDED r0 _.........::: BEI E 1XTE6NDD TO AK CHITEC COMPLY WITH Rlo -:.-._.._...............:.-::--:::::-.:.-..-_--.......................... .... ...... ... .. ........................ 553 6333 PHONE: (631) _..__._...___. _.............._.......... .... 6 55 r! ALUM 6 —__.....___.____._.._....._____.___............_.._..___ _ — PO BOX 762 _ 12 —. - 5Y5TEM. COORDINATE 8 8 8 8 .. ...................................................................................... .............. _ _ __ __ ___ _ __ __ --- __- ....................._._.....__- -- GREf�T RIVER, NEW PORK 1173q _._._._ ._. _. - WITH OWNER BA.2ND FL WINDOW HEAD __ ._.._._..__.- ___..__..__._...... ........_.._...._._..._..... B.O.2ND FL WINDOW HEAD .............................................................._.......... __.......................................................... _ _.....__................ . ... _..... 15 q-14 GON5ULTANT: \:. a..\,;. ................... ._.. ...._. .._.............................................-..._......._......_...... ........................................................._ ................................................._.........._................_.............................. -Z FLAT DECK EDPM � - ,_\� � -' _ _ WATERPROOFIN � _ G N MEMBRANE W/ N ........................................................................................ rW3o46 TW3O4f, ,� �, ,, PEDE5TAL PAVER 5Y5TEM 2 FINISHED 5E5ON0 FLOOR FINISHED 5ECOND FLOOR q'0-In' q'O-In" IA 1=X15TIN6 B.O.2ND FL WINDOW HEAD B.O.2ND FL WINDOW HEAD \;..,. b-8 - i— \ \. a R TW3o46 rW3o46 A ,.. EXISTING PLOT PLAN CW245 FINISHED FLOOR ELEVATI FINISHED FLOOR ELEVATIO 0'-0• O-0 6RADE VARIES) -110-1124 f 'Ile f �' I-- - - -I I I I f� ,' I r-- -� CI— — — -- — — — ———— —— —————— ———j L-----------------� — —— —— ——— —— ———— — — — ——— — ————— — ———————— ——— no==oo no==oo I I oa0000 ———— —— ——— ————— —————— I — —— — ——... — oo==oo LJ a00000 ..t— oo==oo oo==oo — no==oo 000000 000=oo 0 0==0 0 WALL GON5TRUGTION ALUMINUM LEADERS AND 6UTTER5 5/4"X 6" WOOD FA501A WRAPPED IN ALUM. No. DATE DE5GRIPTION PROPOSED FRONT ELEVATION SIDE (SOUTH) ELEVATION VENTED r+>6 BEAD BOARD SOFFITS 01 08/2 222 155UED FOR REVIEW 2OVERHANG(SEE PLANS) 02 10/12/22 15suED FOR FILING VINYL 510INO COLOR AND 5TYLE TO BE 03 02/08/23 155UEP FOR 5GOH FILING SCALE 1/4" = 1 ' -0" SCALE 1/4" = 1 '-0" ROOF GON5TRUGTION 5ELEGTED BY OWNER NEW ARCHITECTURAL ROOFING R3 RI610 IN50LATION 04 Ob/15/23 REVISED FOR TRUSTEE'S FILING NEW 30# FELT PAPER AIR BARRIER 05 0&12123 REVISED FOR TRUSTEE'S FILING NEW TAO" ROOF RAFTERS ® 16"o.c. EXI5TIN6 J" 5TRANO 055 PLYWOOD 06 Oq/2q/23 REVISED FOR TRU5TEE'5 AMMENDMENT NEW 2"XI2" RIDGE 5HEATHIN6 NEW 4Xb COLLAR TIES ® 64" O.G. NEW 2"Xb" WALL STUDS® 16" O.G. W/R23 NEW 2"XIO" GEILIN6 JOI5r5 ® 16" o.c. ROCK WOOL INSUL.,�"GYP BD NEW CONT. R106E VENT5 EXISTING 2"X4" STUDS ® I6" O.G. W/EXISTING EXTEND ICE 5HEILD 24" HORIZ DIM FROM IN5UL. EG2UIV +! 1/2" GYPSUM BOARD ALL EAVE5, VALLEY5 $ JUNCTIONS EX15rIN6 WALL5 +€ GL6 UNLE55 NOTED W/BATT INSUL. EG2UIV r0 R4q OR GREATER ANDER5EN WINDOWS (WHITE) BETWEEN CJS T.O.RIDGE _........._... rA.RIDGE 25'q' ....._ _................... 2�'-�" BUILDING PLAN fi� �/IW NOTE: EXI5TIN6 CHIMNEY TO _ __ — ____. __ BEEXTENDED TO ................... .......... _... _._...._._.______......... _......._........_._._._-__.__.__.......-....__--__------.-----._.._.._._..----.._._._.. COWLY WITH RI003.q _.............. ....... ......_....._............... CUSTOM GU5TOM -- - :\ SO UIF" It ............................................................................... GLASS � ALUM RAILING ____...... .. ..._....._..........__._._.................___...........__....................................__. ------- _........_...._. ..._...._...____....._._........_.............._._..._.._........__....---.._._..._............................_... _...._..---.....__........_.._...._..._.... .... SYSTEM. COORDINATE __._............. ......................................................... ..._._.._................._._......._.._... .. _..............._................... ....................._.._...______...__----......_......_.._.__.... \: r\ \ .P. WITH OWNS \ 12 _ __..._.. . ...... .. _.._... \ _.... ............................ ... ..... .. ............................. \ \... .... 6L 55 d ALUM RAILING _ ..................................................... \ SYSTEM. COORDINATE _...........................___ .....__........................................................................_._........._..__................_......................................._.... _..._._...._............................................_........_.._..._......._ WITH OWNER FWH31685 ---._-_.__ 31 8AR B.O.2ND FL WINDOW HEAD FLAT DECK EDPM __-._. ................ ___._. .........._................ ......... .... B.O.2ND FL WINDOW HEAD \ . . _.. 15 q 1/4 \\ \\\ . ............_.. ..........._....._... _..._......._..............._............._......................................._.. -__ \.. TERPROOFIN MR AP \\ ;,. .; \', ' \\\? \ \„e> a MEMBRANE 1^l/ �. r \. l \\\.. \ \ \\�\\. v. .>,. ,. 5\... \\ \. Z \ \.. .. . ,. \\ ,... �\\ oe< r P \. a' . .\\ \ . ;,�. ..,>.. ..��\,\� ,, \�,. :.��\ SYSTEM llj WATERPROOFIN6 - MEMBRANE W G .\.. ... PAVER PEDESTAL \—�k\ FINISHED SECOND FLOOR FINISHED 5ECOND FLOOR PROJECT NAME: q'O-1n' q'o-In' KADI LLAK B.O.2ND FL WINDOW HEAD B.O.2ND FL WINDOW HEAD 6-8 ::. \\ \ \\\\\ 13::;ma e. OW \ \ .\ \..�\ a. \ .a .\ \'g `� \\ \... \ \ \.. \.\ \ \ \ \. _>.\. \ \.. . . .. . . a. .. \\ ,, ADDITION \ .: \\\> \ MWE Will \ \ 5 TREET ADDRESS: 715 MILL CREEK DRIVE .. - \.. :\' �D �\ \. \. �D ° ,,.. �\\\\, CI3 TOWN: STATE: EAST MARION CW245 GW245 GW245 GW245 — . NEW TW21046 EXI5TIN6 NEW PORK \ P05TAL CODE: IIg3q FINISHED FLOOR ELEVATI FINI-GHM FLOOR R"A-n LOTS 1000-135-03-35.1 0'0 0-0' SITE NUMBER: WA FWH50b8APLR BUILDING ELEVATIONS I I � I I I I PROJECT NUMBER: 2022-0021 D� ' INITIATED DATE: 03101122 -I- -- - - - - ---- -- - -- - --- ------ - - -- -- - --- --I I - - _ _ _ ____ _ I �����a�N $' ' ,� ,�� DRAWN BY: 55A CHECKED BY: 50A ,� ' DRAWING NUMBER: AR ELEVATION SIDE NORTH ELEVATION � 1 ' 3SCALE: 1/4" = -0" "9 Q37611 SCALE: 1/4 = 1 -0 ��0� N�,�N�a� A-200900 b OF 7 i STEVE AFFELT GONr RIDGE VENT � T.O.�°�2XI4 RI06E BOARD T.O. ' � ARCHITECT !: PHONE: (631) 553-6333 PO BOX 762 5-1/4"X 5-1/4"6LULAM Y; „ „ ` o ( O KIN6 TRU554 6LULAM KING TRU55 GREAT RIVER NEW YORK 1173�f (2) NEW VELUX - I i; _ VGE2246 X ® CLEAR CEDAR LAP AIR GAP BEHIND INSULATION cv BOAR05 ON WALL5 c� SKYLIBHT BALCONY AGGE55 R30(7-1/4" TH) ROCK WOOL INSULATION AND CEILLINGS \) BRI06E W/36 HIGH NEW VELUX METAL RAILING 51DE CON5ULTANT: SKYLIGHT MOUNTED TO BRIDGE. } , B.O.2ND FL WINDOW HEADA B.O.2ND FL WINDOW HE D :{o \ 4 ti�, /6 %p ELi 15'q-1/4' 15'q-I 4' GABLE RAILING 5Y5TEM u� u� in t �? BEDROOM �? 'Z _1 BOG CLEAR CEDAR LAP �' PEDESTAL PAVER N 5Y5TEM OVER EDPM EAVE BOARDS ON WALL EAVE FLAT ROOF 5YSTEM FINISHED SECOND FLOOR d4 FINISHED SECOND FLOOR ,•, � EL9'O-I/2' u u L - q'O-I/2' Y NEW 2XIO FJ'5 ® NEW 2XIO FJ'S ® NEW 2XIO FJ'5 ® NEW 2XPNS�@�T Ib" O.G. - --- -- I6" O.G. I6" D.G. B.O.2ND FL WINDOW HEAD I6" O.GB.O.20 FL WINDOW HEAD -- EL: 6'8 - I r�. v 6'-0"� METAL SPIRAL o o 2 0 5TAIRCA5E To COMPLY = = _ - � 4 �_ W/R311.7.10.1 ry ® BEDROOM I BEDROOM KITCHEN x ® N ® BEDROOM IL VINE REAR PORCH PLOT PLAN ROOM --- ' 10 w � win�I III FINISHED FLOOR ELEVAT1 FINISHED FLOOR ELEVATI N EL: O'-0' - ' v v` ,'v'r t r r ,'1 rn 'Y''v`Y' ����Y k�Y'Y�Y�l�r, ,.1 A :,t�A i n, r�Y v v K�,��_�/FY_Y_Y S WN ' 1 EXIST 2X8 FJ'S® EX15T 2X8 FJ'5 ® EXI5T 2X8 FJ'5 6RADE � 6RADE _ EL: -1 jo-1/2■Y _ _ _ _ -_ EL, -110-1 ' 11�111 1�1=�1� I1 \11- III-1�1—I�I\ I III--1�1=i�1= ;III—III-1 11-1 I I- —III—III NEw I I=1 =1 I I—I -1 —III NEW 3,500 P51 EXCAVATED - -111—I -I II I—I - EXCAVATED NEW 3,500 P51 111—I 1I I- -1\ CONCRETE 8" TH BA5EMENr O 1 � — I-11 ` O CONCRETE 8 TH BASEMENT _ CONCRETE FOUNDATION i —III- CONCRETE FOUNDATION a� 1- I—III—I -III— WALL W/#4 VERTICAL NEW 3-1/2 0 LALLY WALL W/#4 VERTICAL I I--III— = I BAR5 ® 32 O.C.$ #4 COLUMN W/24X24 12 _ _ „ „ 0 BAR5 ® 32" D.61 #4 I 1=1 I = _ _ HORIZONTAL BAR5 6 I6" HORIZONTAL BARS ® I6" P.G. FOOTING, TYP �. I —�I—III =III O.C. III- III—I O.G. _ ITI_=1 11=1 BASEh�NT ELEv,� — _- BASEr>E1rr ELEv I I_I I = _ _ _ — — — —III III — Ilil l l -I - Ell ' \III 1 I 1 I I_ = 1-1 11 -1 11 I= _ —I -1 I �f�i1 1 I 1=1 11-1 1-1 11=1 I — 1771171 1 1 I — 11 1 I M I I=1 I I -I I I\ 11=1 11= I \ I\ No. DATE DESGRIPrION I I I I �� I_I lLl , -111=1 I \T�_i I I\III—I 11=1 1-1 I ;III_\_I-- - 1 =1 -1 —"' =1 11=1 1 11 1=1 11=1 I —I of 08/26/22 ISSUED FOR REVIEW - -' 1=1 I 1=1 I 1=11 I-11 — 02 10/12/22 155UED FOR FILING NEW 3,500 P51 20"X8" NEW 3,500 P51 20"X8" CONCRETE FOOTING CONCRETE FOOTING 03 02/08/23 155UED FOR 560H FILING W/2"X4" KEY AND #4 W/2"X4" KEY AND #4 BARS ® 8" O.G. BARS ® 8" O.G. 05 08/12123 REVI5ED FOR TRUSTEES FILING 06 Oq/2q/23 REVI5ED FOR TRUSTEE'S AMMENOMENT PROPOSED SECTION THROUGH BEDROOMS PROPOSED SECTION THROUGH LIVING ROOM 1 SCALE = 1 4"=1 '--0" SCALE = 1 4"=1 '-0" T.O.R1D6E 2XI4 RIDGE BOARD EL:25'-q' r � � BUILDING PLAN REVIEN NOT: 5-I " X -1/4" 6LULAM KIN6 TRU55 �4 5EAL GYP BD ro END ,\\ ,\\ STUDS W/CAULK TYP AIR BA EHIND INSULATION � : \ 1 (7-1/ " TH) ROCK WOOL IN5ULATION TAPE ALL DRYWALL INSULATED :.: SEAMS CEILING ATTIC Q� .�,' _ <•' a ;� . \� , ` '•'�` 5EAL PENETRATIONS +� O \\ \` \. - ?moo STUD O TOP �J' TROUGH END 5EAL GYP BD T �" b r ,� aO.2ND FL WINDOW HEAD AIR TIGHT FOAM PLATE W/CAULK, TYP \ \\\\ ::.` ® EL:15,q-1/4' :. :.., 5EAL PENETRATIONS 5EAL GYP BD TO THROUGH TOP PLATE ..� . .. ,.� ,.•. BOTTOM PLATE W/ � BALCONY AGGE55 AIR TIGHT FOAM RIDGE 36 H IBH ,. \ CAULK TYP W/ METAL RAILINB SIDE \ .. \\ ,\ \�\ MOUNTED TO BRIDGE. \\`:: \\ "'` - o• t- — -- FINISHED SECOND FLOOR ELA O-I EAR CEDAR AP CLEAR L I IN6 ROOM BOARD5 ON WALL5 AND 5WITGHE5 ON INTERIOR CEILLIN65 B.O.20 FL WINDOW HEAD EXTERIOR NA WALL5 DO NOT REQUIRE PROJECT NAME: E T LL 6'-O"� METAL SPIRAL ELi e-8 SEALING KA D I L LA 5TAIRGA5E TO COMPLY o 1 0 T Y P END WALL SEALING W/R311.7.10.1 REAR PORCH -- EYOND 30" KNEE WALL5 _ SCALE = 3/4"=1 '-0" - ADDITION OUTLETS ON INTERIOR WALLS DO NOT REQUIRE 5EAL ING 5TREET ADDRE55: 775 MILL GREEK DRIVE --- - FULL DEPTH INSULATION OVER IG RATED AIR-TIGHT TOWN: EAST MARION - - - FINISHED FLOOR ELEVATI LIGHT FIXTURE v'j, `1 ";'v'Y'1 1°,' S�d,^, ` ,, v rs EL: O'-O' LIGHT FIXTURE CAN STATE: (A5TM E-253 NEW YORK P05TAL CODE: Ilg7 AIRTIGHT WIRE CONNECTION TESTER) BOTTOM PLATES ON LOTS 1000-135-03-35.1 EXIST 2X8 FJ'S® EXIST 2X8 FJ'S ® EXIST 2X8 FJ'S® FROM JUNCTION BOX I6" O.G. �� INTERIOR WALLS DO SITE NUMBER: ►�/A ,= NOT REQUIRE 5EALING BUILDING SECTIONS -1 I—III NEW 3,500 PSI EXCAVATED - -III -III= CONCRETE 8" TH BASEMENT ° I= I ° AND DETAILS —_III CONCRETE FOUNDATIONI- = 1= WALL W/#4 VERTICAL NEW 3-I/2"P LALLY \ 1 I ° I BARS ® 32 O.G.+f #4 COLUMN 24X24 12 e.o.o Ii HORIZONTAL BAR5 ® 16" P.G. FOOTING, TYP —� —III O.G. =III= 5EAL GAP BETWEEN INTERIOR REGE55ED DRYWALL AND CAN INTERIOR WALL u6Hrs Do NOT REauIRE I= _ _ _ _ _ _ _ I- WITH A 6A5KET IF `- RED A PROJECT NUMBER: 2022-0021 =1 =1 =111=111=1 I 1IIIIII—III—III—I I I—III—III—III—III— —I =I REQUIRED BY MANF 5EALING �� R iL; INITIATED D— — — — — — — —, �5 8 �j 03/0I/22 1=�i j I =I I I=1 I I\ 1= 1= 1 _- FOR RATIN6 �"y �� •q p .� , A'� DRAWN BY: 55A CHECKED BY, 5BA PROPOSED SECTION THROUGH LIVING ROOM AIR CEILING AT RECESSED LIGHTS TYP INTERIOR WALL SEALING * * DRAwIN6NUMBER: - - SCALE = 1 -1 2 =1 -0 SCALE = 3 4 =1 -0 a 4- A-300900 4 SCALE - 1 /4 -1 --0 / ,> / '9,, 3761 O �4F N `N PAGE: q OF 7 1 ALUM DRIP EDGE T OVER SHEATHING AND X—REHIND MOULDING ARCHITECT RIDGE CAP TO MATCH ROOFING NEW GERTAINTEEP PVC MOULDIN6 SHINGLES 2X2 BLOCKING AD-IU5TS, FROM 0" TO 112" PER FT. OF SLOPE COMPENSATION. CONTINUOUS RIDOE VENT P4 5IMP50N HURRICANE STRAPPING 1TH PRESCRIBED NAILS ROTATE PHONE: (631) 553-6333 WITH INSECT SCREEN >< X 3- CERTAINTEED PVC FASCIA 00 PO E30X 762 BOTH SIDES, ASPHALT ROOF 5HIN6LE5 OVER EX15TIN6 30# FELT EDGE RAFTER GREATRIVER, NEW `(ORK 1173c1 053 PLYWOOD PAPER. STRAND SHEATHING CERTAINTEEP 510IN6 OVER AIR BARRIER FINFINGERCONSULTANT: L-L LL ,,LL LILLILL 2 LILL RAKE FASICA DETAIL SCA LE = 1 V-0" IR Roo �Zoo& qp "Ir sR p 112" PER FT. FINGER MAPLE HANDRAIL, 5ANDEP AND CLEARti TAEN COATED W POLY URETHANE POINT BOTH FINGER TABS,Dom HILL ROTATE DISCS, IN RELATION TO EACH OTHER FOR MAXIMUM SLOPE COMPENSATION. TO COMPENSATE FOR AN APPROXIMATE RANGE (0-496) OF SLOPE. ------- OAK HOOD NEWEL P05T 5ANDED PLOT PLAN PAINTED WHITE VB LEVELING BASES FUNCTION AS TWO L04 LEVELING 015C5 WORKING TOGETHER AND ATTACH TO THE BOTTOM OF VER5ADU5T PEDE5TAL5. 2 L04r, MAY BE STACKED BELOW THE VB LEVELING BASE IN ORDER TO COMPENSATE FOR ALTERNATE 5IMP50N HURRICANE AN ADDITIONAL 0" TO 112" PER FOOT(0-4%), PROVIDING A MAXIMUM OF I" PER FOOT 0%) SLOPE COMPENSATION. CONNECTORS AT EACH RAFTER R106E BOARD AS PER PLAN RE-INSERT REMOVED TABS DRILL 510E HOLE, INSTALL WASHER AND ADHERE IN-BETWEEN PAVERS TO MAINTAIN PLACE E311 FLEXIBLE RUBBER SHIMS,WHOLE Q 9 F RIDGE VE114T DETAIL FLOOR. PLUG HOLE PV WOOD TO AND NUT TO SECURE NEWEL P05T TO PA 5PAGIN6(TYP) SEE NOTE 4. OR IN SITS,UNDER THE PEDESTAL IN SCALE 3"=V-0" MATCH VERSADJUST PEDE5TAL(5) TOP OF NEW DECK A STAIR STEP FASHION TO COMPENSATEjl ROOFING OR WATERPROOFING CAVITY OF PEDESTAL FOR 5LOPIN6 5065TRATE5. USE NO MORE PRE-DRILL NEWEL P05T IN CENTER CAVITY HEIGHT THAN 2 SHIMS,AND ADHERE THEM TO EACH .,,",,---'FROM BOTTOM FOR LAO BOLT MEMBRANE IL MAX. GAP 10'WIDTH WITH CONSTRUCTION ADHESIVE. V13 SLOPE COMPENSATION AT PERIMETER (TYP) ADHERE SHIMS, IN WOOD FLOOR E06E 5TRIP TYPICAL 40 F51 BEARIN6 SURFACE VERSADJUST PEDESTAL PLACE WITH SLOPE TO DRAIN INSULATION PLACED UPSIDE-DOWN POLYURETHANE DO NOT ADHERE TO SUBSTRATE >< z ROOF DECK W TA135 REMOVED CONSTRUCTION RADIANT HEATIN66ROOVED ADHERE MULTIPLE SHIMS, ADHESIVE TOGETHER UNDER FIEVE5TAL NO. DATE DESCRIPTION PLYWOOD5U5FLOR PERIMETER PLACEMENT W/ CANT STRIP BI Is UNDER VERSADJUST 01 08/26/22 ISSUED FOR REVIEW 02 10112122 155UEP FOR FILING ADHERE WITH 03 02108123 155UEP FOR 500H FILING "0 LA 63OLT WITH THREADED ENO v P 04 06115123 REVISED FOR TRU5TEE'5 FILIN67CON5TRUCTION 05 0&112123 REVISED FOR TRUSTEES, FILING —NA 1311 FLEXIBLE SHIMS MAY ADHESIVE V\ WOOD FA5CIA TRIM PAINTED WHITE511 FLEXIBLE RUBBER SHIMS, MAY BE BE PLACED ON TOP OF 06 Oql2cll23 REVISED FOR TRU5TEE5 AMMENDMENT NEW LAP 510INO W AIR PLAGED ON TOP OF EACH PEDESTAL TO PEDESTALS, FOR MINOR 13ARRIER OVER EX15T l f NEW (3) 2XIO FLUSH HEADER W DAMPEN THE SOUND OF FOOT TRAFFIC MAY BE GUT LEVELING 0F PAVERS WITH SHEATHINO ON WALL 5TUL-15 INTO Bits MAY BIEU5EV WHOLE OR GUT INTO THICKNESS, VARIATION5. . . . . . . . . . . JIV Ricl INSULATION . . . . ....... . . . . . 514:150N JOIST HANGER 5E6MENTS, FOR 5HIMMIN6. 5EOMENT5 USE NO MORE THAN 2 2X3 SOFFIT E3RAGIN6@ 16 SHIMS. C5 C3. LINE OF CEILIN6 BEYONDo.C. W VENTED VINYL. TOFFY NEW GYP BD BELOW BRIDGE J015T5 14EADER AS, PER PLAN— Bl I DETAIL Bl Is ON TOP OF VERSADJUST AZEK TRIM OR EOUIV ALUM DRIP E067E INTERIOR RAILING DETAIL ROOF DECK PEDISTAL DETAILS BUILDING PLAN REVIEN NOT: 2 2 BUTYL WEATHER PROOFING WRAPPED AROUND WINDOW SCALE = 3"=1 '—0" SCALE = NTS ,ANDERSEN WINDOW 5TYROFOAM AIRFLOPq BAFFLE PAVER NEW ASPHALT ROOF SHINOLES,W BOTTOM OF METAL CONTAINMENT 30# FLET PAPER OVER EX15T 112" jf MAY DE BENT OR CUT ABOVE FA5TENER5 PLACED AT • A* * A •A 4- 053 STRAND PLYWOOD 5UE35TRATE TO ALLOW WATER To JOINTS BETWEEN PAVER5 l F A ' A l H F WINDOW HEAD DETAIL E-5GAPE. METAL CONTAINMENT MU5T ------ FULL( CONTAIN PAVER5, AND MU5T 1 j / SCALE LEDGER E30ARO Y=V-0" TIE BACK IN TO A BUILDIN6 HALL i 5EAMLE55 OR PARAPET. �j I ALUM 6VTTER TWO PIECE EDGE STAINLESS 57-EEL OR METAL KPC6 22 6A. OALV. OR WINDOW PRE-FINISHED METAL 77 A A A A CONTINUOUS EXPANDING INSUL 514Xb FASCIA FOAM AROUND WINDOW BOARD WRAPPED IN ALUM PROJECT NAME: AZEK STOOL VENTED VINYL SOFFIT KADILLAK APRON TRIM OR EOJIV PROVIDE CONT. BEAD NEW LAP 510IN6 W AIR BARRIER ADDITION OVER 0513 5HEATHIN6 ON WALL OF SEALANT AT GUTTER TTER BOARD A6AINST 5ILL BLOCKING AND 6YP STUDS, R3 R1610 INSULATION I 1 —1 1--: , m� , STREET ADDRESS: 715 MILL CREEK DRIVE 2 BUTYL WEATHER -1 < PROOFPROOFINGPLATE TOWN: EAST MARION WRAPPED AROUND STATE: NEW YORK kq[NDOPq 1 00-135-03-35.1 LOTS RI C-711?BOARD INSULATION, MIN R-3 BUILDING <) NEW LAP 510INC7 W < AIR BARRIER OVER ! r - = > CONSTRUCTION 05B 5HSHEATHINGAPPLY CAULK A6AIN5T PLATES TO DETAILS ON KALL 5TUL-6 W SEAL 6YP Bl? TO WALL TO CREATE AIR BARRIER. REFER TO AIR BARRIER SPRAY FOAM IN5UL DETAILS ON EN-002 DA PRO.EGT NUMBER: 2022-0021 I di, INITIATED DATE: 03101122 DRAWN BY: 53A CHECKED BY: 50A 2 WINDOW SILL DETAIL 2 ROOF EAVE DETAIL 2 ROOF DECK EDGE DETAIL DRANIN6 NUM13ER: SCALE = 3"=1 0" SCALE = 1 -1/2"=1 0" SCALE = 3 =1 —0" 376A'� 0 op Q- 500.00 PAGE: 10 OF 7 i ENERGYGUARD ROOF PRIME MASONRY \ STEVE AFFELT INSULATION \\\ RUBEROID /6AFG1-A5 FASTENERS APPROX. 24" (610 mm) O.G. MEMBRANE \. \' SEALANT CONTINUOUS BEAD ARCHITECI RUBEROID SMOOTH MODIFIED BITUMEN FLA5HIN6 MEMBRANE ` \ FASTENERS MAXIMUM 8" (203 mrn) O.G. FOR X, \ MINIMUM 12" (305 mm) LENGTHS UP TO 12" (505 mm) AND 4" (102 mm) O.G. �_ �� \\\ PHONE: ((931) 553-6333 . FOR LENGTHS ABOVE 12" (305 mm) PO BOX 762 BA5E/PLY 5HEET(5) �y� ? \ GREAT RIVER, NEW PORK 1173q ENERGYGUARD CANT STRIP - 5ET IN BITUMEN 1p NAIL 3" (`I6 mrrd O.G. STAGGERED ®s4 \ (2) j11� 6 A325 ALV 5TL THRE ED \ BOLT5 W/ 1-1/2 WA5HER5 AND LT5 2" (51 mm) WIDE CLIP - APPROX. 50" (762 mm) O.G. o ` c (2)2X6 WD COLLAR TIE5 PRIME BOTH 51DE5 OF FLANGE AND 5ET IT IN ROOF :: o . -... �..r. '•... .,"''�.:• CONSULTANT. "�''`• CEMENT ON MOP MB GOLD MB 5A MB, OR BUR. 5ET \ :.: RUBEROID / GAFGLAS BASE FLASHING \ PRIMED FLANGE IN HEAT-50FTENED MEMBRANE ON \ TORCH APP AND HEAT-WELD 5E35 5Y5TEM5. RUBEROID / GAFGLAS MEMBRANE •ti BAS /PLY SHEETS (it 12 If :a - : _..�. .. ENERGYGUARD ROOF INSULATION - - ' •.�a• <•.� (I) 5-I/4 X5-I/4 6LULAM COLLAR TIES CONTRACTOR TO VARNISH I DO._..or P r .......__._._.. ...__...... DECK .._ ( PLOT PLAN 10 GUTTER FA5TENED TO WOOD BLOCKING ---- - WOOD BLOGKIN6 I. WHEN PARAPET WALL EXCEEDS 24" (610 mm) IN HEIGHT, REFER TO DETAIL MB/BUR 6, "HIGH PARAPET WALL." \\, \` N 2. MASONRY WALL5 TO BE PRIMED PRIOR TO FLA5HIN6. WOOD WALL5 REQUIRE BA5E 5HEET NAILED TO WALL 8" (203 mm) O.G. \\ ALONG TOP AND LAPS AND &" (203 mm) O.G. THROUGHOUT THE FIELD OF THE BA5E 5HEET ON THE WALL. \ NOTE: 3. BA5E FLASHING ON ALL 15- 20-YEAR GUARANTEE 5nTEM5 MU5T HAVE A BASE PLY. REFER TO FLA5HIN6 r; \ 11 MEMBRANE APPLICATION AND FLA5HING 5PEGIFIGATION PLATES. '�'� AAR 1. BA5E/PLY 5HEET(5) TURNED OVER EDGE A MINIMUM OF 1 1/2 (35 mm) OR THIGKNE55 OF NAILER, WHICHEVER 15 GREATER. lo 4. 5EALANT AT TOP OF SURFAGE-MOUNTED GOUNTERFLA5HING 15 A MAINTENANCE ITEM AND MUST BE MAINTAINED THROUGHOUT THE LIFE 2. FOR DRAINAGE OVER EDGE, USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO EN5URE A WATERTIGHT SEAL. '? ;°, , '? � \'\ FLAT ROOF: GUTTER DETAIL FLAT ROOF EDGE DETAIL KING TRUSS COLLAR TIE CONNECTION, TYP 1 = 3"=V-0" SCALE = 3"=V-0" SCALE = 3"=V-0" NO. DATE DESCRIPTION SCALE Of OW26/22 155UED FOR REVIEW HARDWOOD FLOOR t 02 10/12/22 155UED FOR FILIN5 1-7-11 I/It PLYWOOD 5UB FLOOR 03 02/08/23 155UED FOR 560H FILING BEAM, 5EE PLAN 04 Ob/15/23 REVISED FOR TRU5TEE'5 FILINS j 05 08/12/23 REVI5ED FOR TR05TEE'5 FILIN6 06 Oq/2q/23 REVI5ED FOR TRU5TEE'5 AMMENDMENT FJ'S 5EE PLAN - -- ................. I I - - 611WIXI 2" TH STEEL PLATE 3-1/2"0 5TL COL, 5/Ib" TH \ (1) 5-1/4"X5-1/4" 6LULAM COLLAR I rIE5 CONTRACTOR TO VARNI5H BUILDING FLAN REVIEN NOT: J DO NOT PAINT E \ 3-I/2"4� 5TL COL, 5/16" TH (2) (P A325 GALV 5TL THREADED BOLTS W/ 1-1/2" WA5HER5 AND BOLTS b"xb"A14" THICK STEEL BA5E — \ `I— I NEW WINDOW(BEYOND) PLATE W/I/2" DIA. x 12"LONG `' 3-I/2"� 5TL COL, 5/I6" TH j \ 3/b" ANCHOR BOLT AT EA. CORNER ' DOUBLE RAFTER AT 15 EACH COLLAR TIE, TYP (00�(, Am ow f 10, ( \'. \ a�\\0\fir:\���\��::�:.,a,:��a.,::•: ���.����\�'�.,�\. \\\ NEW #4 BARS ® 8" �, 1_ 11 O.G. EACH WAY - NEW 12 ANCHOR ....... ..,. ., . ..: NEW 4,000 P51 ,.. .., ..... ......�,.. .. ..�� \\\ >�: \ <,:...; ��. �: . BOLTS ,., _ ........a;y�_..,_._.,_ .�,.... .��:..�.,�..J ;v.: ...„.ate\\.��.\��\\ E ......., c.�\\\��.,.pa:a'.�\�\�mpn:U\�<�� „� `'�,... .�\., ... . , :\:,.:�.a�.\•.<.....:,...:.. E r ..::.>.. �\�.. <��\. �'P _ T �;a _...�' �-- Y J�-��X -A- GONG oorlN6 1 / f� \\:. \., \ > ' ;.. r'> PROJECT NAME. \ ..... \.,\,. l I \. / \\\ \\ \ .\ n \.�\\. '\ COMPACT 3 4 UESTONE .,.......��,..��\,,.., . ,\\�... .\\... �<<. \\ \\\. � ���..��� \ GRAVE A , \ KA D I L LA \ \ \ \\\� \\. \:. i \. 611 \\\ NEW FOO N\\ \ i TI 6 a\. goo \ \. .\.. ..\. s � >\\ ..... .. .... . .. .::a:,...,..,.,.,•: ,. ;; \. \ate\\ \\\\.\�\\\\.\\�\�\\ .: \ i \. \ \. \. I ... � \ .. ,...\.\\. ...... :�- \ '� �,\ BOND BREAKER \ \\ ADDITION EXIST EARTH T DDRE55:/ 775 MI.... ..... ,..<. .. , . ... ... ,� ....\. . .. ......... ., . . \\ .\.. \ LL CREEK DRIVE .:�: \ ..\., \ \ \ " 1 :\: a �. 111, TOWN: / EAST MARION \ � j / � STATE: NEW PORK ....... ...... i -i _- __... ....._..... --_- ............. �\ / POSTAL CODE: IIg3q _ _...... _._....._ _ __...._ - / i LOTS 1000 135 03 35.1 _._.. -.. ._..._.__. ... _-._.... _..._......_........r_...__.._......._..__........... - ..._......... / / SITE NUMBER: WA _ _ v / BUILDING , i CONSTRUCTION mm .� \ \ \\ .\ \\\\\\ •�\ \ \ 1 lo� s Sy>."\c�° � �\ .\ \ .s .\\. \�.. .\\•. ��:� \. \\�.\� ..\ ..<\say \\^'\\.. \ \. \. \\ .\\ \ \ \ \ \ \ as \ / .... .. \. ...,. \.<...... \\� ..... .. ��.�,.. \\ .\. PRO JEGT NUMBER: 2022-0021 a• .\. � \. .�. ..� \.\ \..\ :moo\ �\ \ � i'• , .. \\ , ..\. \\\\\. \o\ . .\\ \ \ � �\ Vic:;�.,. �•,.... ..:: .\a �a Qv \. \, \ , \ \\ \ \\. \ \.... \\\\ \. \ a \. \ \� \ \ \ \ \ / INITIATED DATE: O I \ .\ � \ \ \ 3 O 22 � � \ . \ ....a,...u.��m.>._,.a.,..a�a ...• � a...o\\ �cti�. \ �....a��� ...,a,.av,..... .......�..�a.. I \\.�\\\... ..a\�\.a ..a.\\O\�\.,,„....a\....\\..�o\: ...a\O�\��\� vo\o.�.,,.....r...................ado\\ovO.�\\\�..mar�....a.............,..a.,,�.�a..�x<.. <._.....�,.\00�\\\\��\\\\�\�\ a .. ., i � p /21�011/j �C'1 a ' " ,� '�� DRAWN BY: 55A y C,,< � CHECKED BY: 55A ��" PLAN / i, '/ „ ' DRAWING NUMBER: KING TRUSS ELEVATION LALLY COLUMN DETAIL 4 „ , 5 " " A-501 00 SCALE = 1 =1 -0 SCALE = 1 -1/2 =1 -0 � ��',�. d�761� .ya4 � OF N PAGE: 11 OF 7