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Home My WebLink About50000-Z ��Aof soulyo(o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd ,`��ouNr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45916 Date: 01/30/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 220 Navy St Orient, NY 11957 Sec/Block/Lot: 26.4-25 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/28/2023 Pursuant to which Building Permit No. 50000 and dated: 11/06/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with a covered porch, screened porch, rear deck and covered entry as applied for, with ZBA #7796.dated 7/20/2023 The certificate is issued to: 220 Navy St Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R21-1402 ELECTRICAL CERTIFICATE: 50000 12/28/2025 PLUMBERS CERTIFICATION: Alexander Aguilar 11/04/2024 A tho ' Signature xx SnfFn�K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES -WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50000 Date: 11/6/2023 Permission is hereby granted to: 220 Navy St Trust 79 W 12th St Apt 10A New York, NY '10011 To: Demolish existing house and construct new single family dwelling as applied for, with ZBA#7796, flood permit, and SCHD approvals. At premises located at: 220 Navy St, Orient SCTM #473889 Sec/Block/Lot# 26.-1-26 Pursuant to application dated 7/28/2023 and approved by the Building Inspector. To expire on 5/7120,25. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,294.00 CO-NEW DWELLING $50.00 DEMOLITION $465.10 Flood Permit $100.00 Total: $1,909.10 Building Inspector SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �O '!C0601� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 220 Navy St Trust Address: 220 Navy St City: Orient St: NY Zip: 11957 Building Permit#: 50000 Section: 26 Block: 'I Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Indoor rV—' Basement r— Service I✓ Solar Outdoor 17 1st Floor rv— Pool r Spa r Renovation F-0 2nd Floor rv— Hot.Tub r Generator F Survey r Attic MI-0 Garage Battery Storage Ir INVENTORY Service 1 ph I7o Heat Duplec Recpt 60 Ceiling Fixtures 5 Bath Exhaust Fan 3 Service 3 ph r Hot Water Gas GFCI Recpt Wall Fixtures 10 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel 200A A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights 14' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 2 Switches 50 4'LED 2 Exit Fixtures Other Equipment: Fridge, Oven, DW, Hood/ Micro, 200A Panel 40 Circuit Notes: Two Story House r January 28, 2025 Inspector Signature: X Date: Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 220NavyHouseElectric rat 50 Town WaII Annex �'�` tre h� 1 � C,54375 Main Road P.0.Box 1179 CP Y Southold,NY 11971-0959 BUILDING DEPARTMENT B�.oilNJ6Tr n nA�a�et�Q�t of TOWN OF SOUTHOLD CERTIFICATION Date://-&'V 4PLO" r I Building PermitNo. 50000 Owner: 220 Navy Street Trust i (Please print) Plumber: rov 04e, � � (Please print). I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this `I day of None.ut , 20 V Notary Public, b,ii'-kt County IRVING IVIANUEI.CAMPOS NOTARY PUBLIC,STATE OF NEW YORK NO. 01CA0014993 QUALIFIED 1N SUFFOLK COUNTY MY COMMISSION EXPIRES ocioBER 26,20V �. OF SOUlyO - - * f TOWN OF SOUTHOLD BUILDING DEPT. `ycouffov, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ 1--R'OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ki'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: 4p,&A4'4 ea !'Lee �p U2 O Coi2,r'l Zi2.5 � �R�CS Gv �/1 a.►2.Qo..s �c. r1 e e� � he Ga��-ems{-� . 7P�v,�.i him J Pie. holes ✓ - rto wl /n .Solie- /oG ra�1s (20g,teedlons /1,p_g'de_�, pl. tt, m,'- �n s pear►, DATE � INSPECTOR aadac� ho�aOP SOUIy�� 060 y # C"TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: Ill r! oor" A& 62 4o P -Pt-lo-c4� AUA �A bwc LJi" DATE INSPECTOR SOUTH°� TOWN OF. SOUTHOLD BUILDING DEPT. o►�N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [: ] FOUNDATION 2ND [ NSULATION/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: A 5U on w- fit/ / � ok-, yQavl�eQ l�l I2 cA& c, /I I/? Sv 1 1- 40 m 6pexm 44AK 1t)CgIg- 2/02 ' �� ✓n s ��on.s cis Q-�-- 2/0� a ..DATE INSPECTOR OF SO(/l�OSir # # TOWN OF SOUTHOLD BUILDING/DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]: FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 12,Ll INSPECTOR �000/l OFSO(/l�,O # # TOWN OF SOUTHOLD. BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A JIS [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: y� - i4 PAIM lbi c..d� /ls Zee_ 44 Vc3�sir�sc1 S',1 /ewes dose J�1vcladc.r 011Ao beesolaleg . WVAe, co/1nQc of �'i/�c�i•�ti 144-h or ? S'foeo1 sh vA4e2s ge o eynin�Lr.. kla.eJ e!pe- ✓eiLj ev wa-!r 44 oJ,eye1-. EYow 71 ev VMIS C.dV"_e,oe .c aAAA off' of ebjeis . C1 'c )4 e re-uss �laca.�•t ene . 7�ishwas��,� `toss x seEvrle.. DATE . - INSPECTOR ti pF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �© �. INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATIOWCAULKING [ ] 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 I 2�Z Gk. &A 1AIA &WV" S . � (�A 11 DATE 11AN Dm INSPECTOR OE SOUTH°�o �® (�0V L� / _ �D # ..// LD-BUILDING'DEPT. N � TOWN OF SOUTHO 74 631-765-1802 INSPECTI-ON- FOUNDATION 1 ST/ REBAR [ ] 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: —fo vu,�4j- r a o DATE INSPECTOR Fire Coating 4 . _ Certificate CONSTRc�MON Jobsite Address: 220 Navy St, Orient, NY 11957 This form must be filled out and posted to comply with building code requirements. Meets 2008 ICC 700 National Green Building Standard, ICC-ES Acceptance Criteria for Fire-Protective Coatings Applied to Spray-applied Foam Plastic Insulation Installed without a Code-prescribed Thermal Barrier (AC456), and NFPA 286 DC 315 is a single-component, water based, liquid-applied intumescent coating, which has been applied with wet film thickness of 18 wet mils (12 dry mils) at a rate of 1.12 gal/100 ft2 The finished fireproofing has been sprayed by airless spray equipment at ambient temperature, with uniform minimum thickness specified to exposed spray foam areas. Consult International Building Code (2021), Section 09 96 43 - Fire Retardant Coatings Contractor: Eli Construction Services Date of installation: 06/24/2024 INC. Phone: (631) 869-5171 i F DEC 2 0 2024 w 1490 William Floyd Pkwy#109 Shirley,New York 11967 (631) 869-5171 info@eliconstruction.com CONSTRUCTION ok,- L Insulation Certificate 1 COMSTRUCTION Jobsite Address: 220 Navy Street, Orient, NY 11957 This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. ❑ Open Cell ❑✓ Closed Cell ❑ DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system has been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thicknessy' R-Value Sloped/Cathedral Ceilings Closed Cell Spray Foam R-49 At 6-1/2" inches Above Grade Exterior Walls Closed Cell Spray Foam R-23 At 3" inches Basement Perimeter Rim Boards Closed Cell Spray Foam R-15 At 2" inches Crawl Space Ceilings Closed Cell Spray Foam R-30 At 4" inches ."Nominal thicknesses are representative of field,spray-applied foam material. Contractor: Eli Construction Services Date of installation: 06/22/2014 INC. Phone: (631) 869-5171 , 1 DEC 2 0 2024 1490 William Floyd Pkwy#109 Shirley,New York 11967 ��L.� (631) 869-5171 info@eliconstruction.com CONSTRUCTIOM �& N� U� � F��^4��4U�� Address:1�oo Main Road,unu��Ma��ckw,n�z �� u~nm— m / / / �=� �.~ ' = ' ~~ Phone:(sal)soo'uooz [les'O[] '� ��u'|d /� �� Y� �� ' `\ ~ k� \� k� U � �� ` \ | November l3.2O24 � |�N � �0�� ' Po|zerRooidenoe y� � """ " 2"25 220 Navy Street ` Orient NYll957 Tax map#lOOO-2G-1-2S To Whom |t May Concern. Banedonmyinspectionatthaaboveuddressthnls'and2wOoorfoundation.fnarning,and rough plumbing were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou' Anthony Porti||o. RA, LEEDAP 1 I I Af r � AM P Architecture Design + Build Aberdeen Building Consulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com October 7th 2024 RE: 220 Navy St, Orient, NY Building shell leakage (measured with TEC Blower Door 3 and DG1000 manometer) Conditioned floor area: 1"floor: 1454 sq.ft. 2°d floor: 1012 sq.ft. Conditioned volume: I"floor: 12,359 cubic ft. (8.5 foot ceiling height) 2°d floor: 8,096 cubic ft. (8 foot ceiling height) Total Volume: 20,456 cubic ft. Blower door reading: 791.1 cubic feet per minute under 50 pascals of pressure (791.1 CFM 50). This-equates to shell leakage of 2.32 air changes per hour under 50 Pa(2.32 ACH 50). Best regards, MATTHEW WYNNE Certified HERS Rater#2214533 Envelope Leakage Test Testing Company: Technician: Name: Aberdeen Building Consulting Name: Matthew Wynne Address: Phone: 631-969-9860 Credentials: HERS Rater Email: 2inspect@optonline.net Building Information: Customer Information: Project ID: 220 Navy St Name: Address: 220 Navy Street Address: Orient, New York 11957 Geo-Tag Data: Latitude: 41.135883 Longitude:-72.302405 Timestamp: 2024-10-07 12:21:40 Measured Leakage: 791.1 CFM50 Test ID: 1 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 0.00 (+/-49.0%) Effective Leakage Area: 10.3 in Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 6.7 (+/-207.0%) Exponent (n): 1.219 (+/-0.599) Correlation Coefficient: 0.96609 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 70 °F Outdoor Temp: 65 °F Altitude:-87.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-10-07 12:22:52 2000 p Depressurize E t 1 _ t o, 400--- __. ,foe 300 ca a) _ 1 y :�m .. 40 30_ 1 v� 4 5 6 7 6 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg_(Pa). Fan (Pa). Flow (cfm), Config Baseline 0.8 -60.0 -58.4 -59.2 -192.6 822.2 Ring B -48.0 -47.0 -47.8 -144.8 713.8 Ring B -35.0 -35.9 -36.7 -105.2 609.3 Ring B -23.0 -22.5 -23.3 -58.1 453.9 Ring B -10.0 -9.0 -9.8 -16.7 90.5 Ring C Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6771 Calibration Date: 2020-11-06 Deviations from Standard: • Correlation coefficient is outside of normally accepted limits. • n value is outside of normally accepted limits. Comments: None Report by TEC Auto Test 1.9.4 (1), © 2023 The Energy Conservatory, Inc. Page 2 of 2 Aberdeen Building BC Consulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com November 18th 2024 RE: 220 Navy St, Orient, NY Building duct leakage(measured with TEC Blower Door 3 and TEC duct blaster) Conditioned floor area: I"floor: 1454 sq.ft. 2nd floor: 1012 sq.ft. Duct blaster readings (with blower door pressurizing the house to 25 pascals): ls`floor zone: 324 cfm 2nd floor zone: 161 cfm 15`floor reading equates to 22 cfm per sq. foot 2nd floor reading equates to 16 cfm per sq. foot Best regards, MATTHEW WYNNE Certified HERS Rater#2214533 220 Navy St HVAC Load Calculations for Pelzer Residence 220 Navy St Orient NY 11957 beeen r---,,'d B"'U" I,d A .s M a _ ! r2In,,,o.,,u n !' Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Saturday, December 7, 2024 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 HUAC Load`s ` Elite Software Development,Inc. Aberdeen Building Consulting 220 Navy St __. Pa a 2� �Ba"�Shore NY 11r7 vie dt16 - Load Prew Report Has Net Rec 82 Sen Lat Net Sen Sys Sys Sys Htg Clg Act Scope AED Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Building 1.91 2.12 991 2,104 19,097 3,788 22,885 40,585 501 850 850 System 1 HVAC System Yes 1.91 2.12 991 2,104 19,097 3,788 22,885 40,585 501' 1850 850 Ventilafon 428 821 1,249 2,041 30' 30 30 Supply Duct Latent 1,824 1,824 Return Duct 25 10 35 26 Zone 1-Clg.:56%,Htg.:60% 1,182 12,519 999 13,518 22,932 299, 570 570 1-1 st Floor Mudroom/Bathroom Hallway 184 2,213 59 2 272 5,928 77 101 101 2-1 st Floor Entry 44 989 14 1,003 1,805 23i 45 45 3-1st Floor Dining Room/Study 279 3,538 23 3,561 3,690 48, 161 161 4-1st Floor Kitchen 295 1,997 39 2,036 4,994 65` 91 91 5-1 st Fl000r Great Room/Stairs 379 3,781 864 4,645 6,515 85 172 172 Zone 2-Clg.:44%,Htg.:40% 922 9,910 133 10,043 15,585 203 452 452 6-2nd Floor Bedroom#1/Bathroom#2 341 3,097 58 3,155 6,057 79 141 141 7-2nd Floor Bedroom#2 169 946 11 957 1,874 24 43 43 8-2nd Floor Bedroom#3 169 2,303 29 2,332 3,395 44' 105 105 9-2nd Floor Hall/Bathroom#3/Stairs 243 3,564 35 3,599 4,259 55 162 162 Sum of room airflows may be greater than system airflowbecause system has multiple zones. Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building ulti Consn w . 220 Navy Str _- _-.�;_._. __.r. _.:: r Pa e3' Ba °Shore,NY 11706 System 1 - HVAC System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000 25,000 20,000 t Co 15,000 0 23.8% Diff. from Av . = 10,000 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AEDCalculation-Summa' --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 23.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,.lnc: Aberdeen Building.Consulting _ _...v. .. _. _. _._. 220 Navy St Pa e 4 Ba Shore;NY1 11706 Total Building Summary Loads �,D69cnptiofi omponenf� r Area Sen Lat: Sen Total' � 1 , Quan Loss, Gain, Gain < r Gain F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 11 218 0 131 131 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 6 119 0 124 124 02 glass: Glazing- 9.3 185 0 391 391 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 11 218 0 131 131 03 glass: Glazing- 10.5 208 0 440 440 H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.4 247 0 256 256 04: Glazing- 42 833 0 865 865 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.7 530 0 316 316 D: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9.2 182 0 384 384 05 glass: Glazing- 10.5 208 0 125 125 05 sidelites: Glazing- 14 278 0 166 166 J: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.4 247 0 256 256 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 316 316 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.3 265 0 559 559 T: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 20 396 0 238 238 U: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 419 419 V: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 419 419 K: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.6 170 0 176 176 S: Glazing-.28/.32, U-value 0.32, SHGC 0.4 20 396 0 238 238 R: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 20 396 0 238 238 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 419 419 P: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 419 419 L: Glazing-.28/.32, U-value 0.32, SHGC 0.4 8.6 170 0 176 176 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.9 574 0 596 596 N: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 419 419 01 opq: Door-R5 Door, U-value 0.2 9.3 116 0 45 45 02 opq: Door- 9.3 116 0 45 45 03 opq: Door-135 Door, U-value 0.2 10.5 130 0 50 50 05 opq: Door-R5 Door, U-value 0.2 10.5 130 0 50 50 R21 Gr3: Wall-Frame, Custom, R21 Grade 3, U-value 2029.8 8,559 0 2,127 2,127 0.068 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1150.6 3,924 0 2,407 2,407 Floor (also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 FG3: Floor-Over open crawl space or garage, 1181.5 3,589 0 462 462 Custom, R30 FG3, U-value 0.049 Subtotals for structure: 23,924 0 13,403 13,403 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,715 1,835 4,173 6,008 Infiltration: Winter CFM: 57, Summer CFM: 12 3,904 332 173 505 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 Total Building Load Totals: 40,585 3,788 19,097 22,885 Check Figures Total Building Supply CFM: 850 CFM Per Square ft.: 0.404 Square ft. of Room Area: 2,104 Square ft. Per Ton: 991 Volume (ft3): 17,661 Buildin Loads Total Heating Required Including Ventilation Air: 40,585 Btuh 40.585 MBH Total Sensible Gain: 19,097 Btuh 83 % Total Latent Gain: 3,788 Btuh 17 % Total Cooling Required Including Ventilation Air: 22,885 Btuh 1.91 Tons (Based On Sensible+ Latent) 2.12 Tons (Based On 75%Sensible Capacity) Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite,Software Development,Inc.' 220_NayySi: Aberdeen Building Consulting _.__. . .: - __,: .--_ P e 5 'Ba S11, hore,NY 11706 Total Building Summary Loads cont'd Notes , x gym. r ,. Rhvac is an ACCA approved an 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. Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads . Elite Software Development,Inc. Aberdeen Buil'ding'Comulting 220_Navy,St' Ba`Shore,NY 1"1706 „` Building Bar Graph 15,000 10,000 Building Loss 40,585 Btuh 5,000 0 Floor 9% Wall 21% Door 1% Infiltration 10% Roof 10% Glass 18% Ductwork 26% Ventilation 5% 10,000 8,000 6,000 Building Gain 22,885 4,000 Btuh 2,000 0 Floor 2% Wall 9% Door 1% Ductwork 26°/d/entilation 5% Roof 11% Glass 36% People 8% Infiltration 2% Saturday, December 7, 2024, 10:43 AM Rhvac--Residential&tight Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Buildin S g Consulting 220 Navy _t Ba Shore,NY 11706. System 1 HVAC System Summary Loads [Component Area Sen - Lat Sen Total Des6riptio.ri Quan Gain Gain Gain F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 11 218 0 131 131 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6 119 0 124 124 02 glass: Glazing- 9.3 185 0 391 391 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 11 218 0 131 131 03 glass: Glazing- 10.5 208 0 440 440 H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.4 247 0 256 256 04: Glazing- 42 833 0 865 865 C: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 316 316 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.2 182 0 384 384 05 glass: Glazing- 10.5 208 0 125 125 05 sidelites: Glazing- 14 278 0 166 166 J: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.4 247 0 256 256 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 26.7 530 0 316 316 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.3 265 0 559 559 T: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 20 396 0 238 238 U: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 419 419 V: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 419 419 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 8.6 170 0 176 176 S: Glazing-.28/.32, U-value 0.32, SHGC 0.4 20 396 0 238 238 R: Glazing-.28/.32, U-value 0.32, SHGC 0.4 20 396 0 238 238 O: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 419 419 P: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 419 419 L: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 8.6 170 0 176 176 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.9 574 0 596 596 N: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 419 419 01 opq: Door-R5 Door, U-value 0.2 9.3 116 0 45 45 02 opq: Door- 9.3 116 0 45 45 03 opq: Door-R5 Door, U-value 0.2 10.5 130 0 50 50 05 opq: Door-R5 Door, U-value 0.2 10.5 130 0 50 50 R21 Gr3: Wall-Frame, Custom, R21 Grade 3, U-value 2029.8 8,559 0 2,127 2,127 0.068 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1150.6 3,924 0 2,407 2,407 Floor (also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 FG3: Floor-Over open crawl space or garage, 1181.5 3,589 0 462 462 Custom, R30 FG3, U-value 0.049 Subtotals for structure: 23,924 0 13,403 13,403 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,715 1,835 4,173 6,008 Infiltration: Winter CFM: 57, Summer CFM: 12 3,904 332 173 505 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 System 1 HVAC System Load Totals: 40,585 3,788 19,097 22,885 Check"Fi ures Supply CFM: 850 CFM Per Square ft.: 0.404 Square ft. of Room Area: 2,104 Square ft. Per Ton: 991 Volume (ft3): 17,661 System:Loads ti Total Heating Required Including Ventilation Air: 40,585 Btuh 40.585 MBH Total Sensible Gain: 19,097 Btuh 83 % Total Latent Gain: 3,788 Btuh 17 % Total Cooling Required Including Ventilation Air: 22,885 Btuh 1.91 Tons (Based On Sensible+ Latent) 2.12 Tons (Based On 75%Sensible Capacity) Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads ` Elite Software Development,Inc. Navy Aberdeen Building Consulting 22Q Pa es8 -. - .-_ -.w . .w. _ , _ ,.,... _ _... . B4Y Shore,Ny 1,1706 S stem 1 HVAC System Summary Loads (cont'd Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Saturday, December 7, 2024, 10:43 AM Rhvac,-Residential&Light Commercial•HVAC Loads Elite,Software Development,Inc. Aberdeen Building Consulting:;: 220 Navy St _.. age 9 Ba Shore,NY• 1i7'0 S stem 1 HVAC System Bar Graph 15,000 System 10,000 1 � HVACu� e SystemAll Loss 5,000 40,585 � Btu h kats" ..t 0 Floor 9% Wall 21% Door 1% Infiltration 10% Roof 10% Glass 18% Ductwork 26% Ventilation 5% 10,000 8,000 System 6,000 1 HVAC System 4,000 Gain ' 22,885 Btuh 2,000 0 Floor 2% Wall 9% Door 1% Ductwork 26% Ventilation 5% Roof 11% Glass 36% People 8% Infiltration 2% Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&`Light Commercial HVAC Loads `Elite Software Development,Inc.` Aberdeen Building Consulting :.._ __ _. 220 Navy_St Ba Shore,NY'11706 Page 10 Manual S Performance Data - System 1 - HVAC System Loads:and=Desi n Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 19.097 Outdoor Wet Bulb: 71 Latent Gain: 3.788 Indoor Dry Bulb: 70 Total Gain: 22.885 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 40.585 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.2 Indoor RH: 30 Supply Airflow: 501 E ui mentPerformanceData atS stem Desi n Conditions:' ' Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 60.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 45.000 19.097 236% Latent Capacity: 15.000 3.788 396% Total Capacity: 60.000 22.885 262% Heating: Model Type: Hydronic Warm Air, Model: , Nominal Capacity: 60.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 60.000 40.585 148% Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting;'; se; r.- - .__,_. 220 Navy St ��_ _., .,w_� ._ . . ..._ __. _..v _._�, __., Pa de 11 Ba Shore NY 11706 S stem 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 5,000 ... . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . .. ... .. . . . . .. .. ... . . . . .. . .. . . . . . . . . . . ... . . .. . . . . ... .. . . .. . .. 4,000 .. . . . . . .. . . .. . . . . . . . .. . . . . .. .. . . . . . . .. . . . . . . . .. . .. . . . . . . .. . . . . ... . . . . . . . . . . . .. . . . . ... . . . . .. . . . �T1 3,000 . . . . . . .. . .. . . . . .. ... . . . . . . . .. . . . . .. . . .. . . . . . .. . . . . ... . . . . .. . . t 15 m 0 2,000 1,000 . . . . .. . .. . . . . .. . . . . .. . .. .. .. .. . . . .. . . . . . .. . . . .. . 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —^— 1st Floor Mudroom/ Bathroom Hallway(36'/6) �— 1 st Floor Entry(560/6) --�— 1 st Floor Dining Room / Study(74%) ---�— 1 st Floor Kitchen(60%) -- 1 st Fl000r Great Room/ Stairs(331/6) —t— 2nd Floor Bedroom#1 / Bathroom#2(44%) 2nd Floor Bedroom#2(361/6) 2nd Floor Bedroom#3(57%) —� 2nd Floor Hall/ Bathroom#3/ Stairs(60%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. Saturday, December 7, 2024, 10:43 AM �Rhvac,-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. erdeen BuifdmgGonsulting , 4 __ 220 Navy St Shore;NY 1170i3 Pa a 12 System 1, Zone 1 Summary Loads (Peak Load Procedure for Rooms) Component ,.Area, 'z Sen Lat Sen Total; r; ,, .Q Gain Gain Descn fion<« uan Loss Gain F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 11 218 0 190 190 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6 119 0 292 292 02 glass: Glazing- 9.3 185 0 335 335 E: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 11 218 0 190 190 03 glass: Glazing- 10.5 208 0 376 376 H: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 12.4 247 0 605 605 04: Glazing- 42 833 0 2,041 2,041 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.7 530 0 460 460 D:.Glazing-.28/ .32, U-value 0.32, SHGC 0.4 9.2 182 0 329 329 05 glass: Glazing- 10.5 208 0 181 181 05 sidelites: Glazing- 14 278 0 242 242 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.4 247 0 605 605 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 26.7 530 0 460 460 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.3 265 0 478 478 01 opq: Door-R5 Door, U-value 0.2 9.3 116 0 45 45 02 opq: Door- 9.3 116 0 45 45 03 opq: Door-R5 Door, U-value 0.2 10.5 130 0 50 50 05 opq: Door-R5 Door, U-value 0.2 10.5 130 0 50 50 R21 Gr3: Wall-Frame, Custom, R21 Grade 3, U-value 1209.1 5,099 0 1,266 1,266 0.068 R49: Roof/Ceiling-Under Attic with Insulation on Attic 228.4 779 0 478 478 Floor (also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 FG3: Floor-Over open crawl space or garage, 1181.5 3,589 0 462 462 Custom, R30 FG3, U-value 0.049 Subtotals for structure: 14,227 0 9,180 9,180 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,364 0 2,315 2,315 Infiltration:Winter CFM: 34, Summer CFM: 7 2,341 199 104 303 System 1, Zone 1 Load Totals: 22,932 999 12,519 13,518 Check Fi ures Supply CFM: 570 CFM Per Square ft.: 0.483 Square ft. of Room Area: 1,182 Square ft. Per Ton: 976 Volume (W): 10,284 Zone Loads Total Heating Required: 22,932 Btuh 22.932 MBH Total Sensible Gain: 12,519 Btuh 93 % Total Latent Gain: 999 Btuh 7 % Total Cooling Required: 13,518 Btuh 1.13 Tons (Based On Sensible + Latent) 1.21 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Saturday, December 7, 2024, 10:43 AM Rhvae-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 220 Navy St, r. .. r . _. . :.<<:. _ _ .. BayShore,NY-I 1706 Pa e 13 System 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms) Component ,' Area Sen f Lat' To#al. scrip,tion`° "Quan Loss. Gain, Gain" Gain T: Glazing-.28/.32, U-value 0.32, SHGC 0.4 20 396 0 348 348 U: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 330 330 V: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 330 330 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 8.6 170 0 381 381 S: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 20 396 0 348 348 R: Glazing-.28/.32, U-value 0.32, SHGC 0.4 20 396 0 348 348 Q: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 488 488 P: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 10 198 0 488 488 L: Glazing-.28/.32, U-value 0.32, SHGC 0.4 8.6 170 0 381 381 M: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 28.9 574 0 1,288 1,288 N: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10 198 0 488 488 R21 Gr3:Wall-Frame, Custom, R21 Grade 3, U-value 820.7 3,460 0 861 861 0.068 R49: Roof/Ceiling-Under Attic with Insulation on Attic 922.2 3,145 0 1,929 1,929 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 9,697 0 8,008 8,008 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,325 0 1,833 1,833 Infiltration: Winter CFM: 23, Summer CFM: 5 1,563 133 69 202 System 1, Zone 2 Load Totals: 15,585 133 9,910 10,043 Check Fi ures Supply CFM: 452 CFM Per Square ft.: 0.490 Square ft. of Room Area: 922 Square ft. Per Ton: 1,087 Volume (ft3): 7,377 _ Zone Loads _ Total Heating Required: 15,585 Btuh 15.585 MBH Total Sensible Gain: 9,910 Btuh 99 •% Total Latent Gain: 133 Btuh 1 % Total Cooling Required: 10,043 Btuh 0.84 Tons (Based On Sensible+ Latent) 0.85 Tons (Based On 75%Sensible Capacity) Notes Rhvac 11 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. Saturday, December 7, 2024, 10:43 AM RhVac-Residential&.Ligh't Commercial HVAC Loads Elite Software Development,Inc. Aberdeen l3uilding�Consulting 220.Navy St Ba Shore,NY 11706 Pa e 14 S stem 1, Zone 1 Bar Graph 8,000 6,000 System 1 , Zone 4,000 � ' 1 Loss 22,932 Btuh 2,000 } 0 Floor 16% Wall 22% Door 2% Infiltration 10% Roof 3% Glass 19% Ductwork 28% 8,000 6,000 System 1 , Zone 4,000 1 Gain 13,518 Btuh 2,000 f 0 Floor 3% Wall 9% Door 1% Ductwork 17% Roof 4% Glass 50% People 13% Infiltration 2% Saturday, December 7, 2024, 10:43 AM Rhvac-Residential'&Light Commercial NVAC Loads Elite'Software Development,Inc. 220,Naw St Aberdeen Building.Consulting.: `Ba`Shore,NY f1706 System 1, Zone 2 Bar Graph 5,000 4,000 System 3,000ro 1 , Zone 2 R. 2,000 r- J. Loss5 15,585 1' �* &f Btu h 1000 - r v 7 F }. r 0 Roof 20% Glass 20% Infiltration 10% Wall 22% Ductwork 28% 6,000 5,000 4,000 System 1 , Zone 3,000 2 Gain 2,000 10,043 Btuh 1,000 0 Roof 19% Glass 52% Infiltration 2% Wall 9% Ductwork 18% Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial Loads Elite Software Development,Inc. Aberdeen Building Consulting_ 220 Navy St ....,_ Ba `'Shore,NY 1170ii ' _ Pa a 16 Detailed Room Loads - Room 1 - 1st Floor Mudroom /Bathroom Hallway (Peak Fenestration Gain Procedure) Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.8 ft. System Number: 1 Room Width: 13.4 ft. Zone Number: 1 Area: 184.5 sq.ft. Supply Air: 101 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.9 AC/hr Volume: 1,568 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 101 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 514 ft./min. Percent of Supply: 3 % Runout Air Velocity: 514 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 2 CFM Ito"m . Area U- Htg Sen Glg Lat 'Sen besdri tion Quantit Value HTM. Loss -HTM Gain; Gain N -Wall-R21 Gr3 6.8 X 8.5 47.1 0.068 4.2 198 1.0 0 49 S -Wall-R21 Gr3 13.2 X 14 169 0.068 4.2 713 1.0 0 177 E-Wall-R21 Gr3 13.8 X 14 173.8 0.068 4.2 733 1.0 0 182 S -Door-01 opq 2.7 X 3.5 9.3 0.200 12.4 116 4.8 0 45 E -Door-02 opq 2.7 X 3.5 9.3 0.200 12.4 116 4.8 0 45 N -GIs-F shgc-0.4 0%S 11 0.320 19.8 218 17.3 0 190 S -GIs-G shgc-0.4 0%S 6 0.320 19.8 119 48.7 0 292 E-GIs-02 glass shgc-0.4 0%S 9.3 0.320 19.8 185 35.9 0 335 UP-Ceil-R49 13.8 X 13.4 184.5 0.055 3.4 629 2.1 0 386 Floor-R30 FG3 13.4 X 13.8 184.5 0.049 3.0 560 0.4 0 72 Subtotals for Structure: 3,587 0 1,773 Infil.: Win.: 10.2, Sum.: 2.2 435 1.600 696 0.071 59 31 Ductwork: 1,645 409 Room Totals: 5,928 59 2,213 Saturday, December 7, 2024, 10:43 AM Rhvac.-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting. 220 Navy St __ -_ , ...n. ,_ _, . Bay Shore,N"Y 11706 Pageg 17 Detailed Room Loads - Room 2 - 1st Floor Entry (Peak Fenestration Gain Procedure General Room is in zone 1, which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.7 ft. System Number: 1 Room Width: 6.6 ft. Zone Number: 1 Area: 43.9 sq.ft. Supply Air: 45 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 614 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 45 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 516 ft./min. Percent of Supply: 3 % Runout Air Velocity: 516 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.304 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area .Area -U= Htg Sen Clg Lat Sen�. > _ [De'scri tion �Quantit Value, HTM _ Loss ,' ,HTM `, Gain Gain N -Wall-R21 Gr3 6 X 8.4 39.5 0.068 4.2 167 1.0 0 41 E-Wall-R21 Gr3 6.2 X 8.4 31.6 0.068 4.2 133 1.0 0 33 E -Door-03 opq 3 X 3.5 10.5 0.200 12.4 130 4.8 0 50 N -GIs-E shgc-0.4 O%S 11 0.320 19.8 218 17.3 0 190 E -GIs-03 glass shgc-0.4 0%S 10.5 0.320 19.8 208 35.8 0 376 UP-Ceil-R49 6.7 X 6.6 43.9 0.055 3.4 150 2.1 0 92 Floor-R30 FG3 6.6 X 6.7 43.9 0.049 3.0 133 0.4 0 17 Subtotals for Structure: 1,139 0 799 Infil.: Win.: 2.4, Sum.: 0.5 103 1.600 165 0.068 14 7 Ductwork: 501 183 Room Totals: 1,805 14 989 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial'HVAC Loads '" : Elite Software'.Development,Inc. Aberdeen Building Consulting 220 Navy St : ,. . . "Pa a 18 Bb `Shore°NY 11,706 Detailed Room Loads - Room 3 - 1st Floor Dining Room /Study (Peak Fenestration Gain Procedure) ..- Room is in zone 1,which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.3 ft. System Number: 1 Room Width: 19.6 ft. Zone Number: 1 Area: 279.1 sq.ft. Supply Air: 161 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 4.1 AC/hr Volume: 2,372 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 81 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 591 ft./min. Percent of Supply: 3 % Runout Air Velocity: 591 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.290 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg :_ La�, n Descri tion . Quantit Value' HTM ° Loss HTM. Gain S -Wall-R21 Gr3 19.6 X 8.5 112 0.068 4.2 472 1.0 0 117 S -GIs-H shgc-0.4 O%S 12.4 0.320 19.8 247 48.6 0 605 S -GIs-04 shgc-0.4 0%S 42 0.320 19.8 833 48.6 0 2,041 Floor-R30 FG3 19.6 X 14.2 279.1 0.049 3.0 848 0.4 0 109 Subtotals for Structure: 2,400 0 2,872 Infil.:Win.: 3.9, Sum.: 0.8 166 1.598 266 0.072 23 12 Ductwork: 1,024 654 Room Totals: 3,690 23 3,538 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting- =._ _ _ . ._>; __ _. : . : - .. .: - 220 Navy St- ... _. Pa de 19 Ba`Shore,NY -11706 Detailed Room Loads - Room 4 - 1st Floor Kitchen (Peak Fenestration Gain Procedure General, Room is in zone 1, which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.1 ft. System Number: 1 Room Width: 19.6 ft. Zone Number: 1 Area: 295.4 sq.ft. Supply Air: 91 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 2.2 AC/hr Volume: 2,511 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 91 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 464 ft./min. Percent of Supply: 3 % Runout Air Velocity: 464 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.139 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area L1 Htg Sen Clg Lat Sen Descri tion QuantityValue HTM " Loss HTM Gain Gain N -Wall-R21 Gr3 19.6 X 8.5 104.8 0.068 4.2 442 1.0 0 110 E -Wall-R21 Gr3 8.4 X 8.5 62.4 0.068 4.2 263 1.0 0 65 E-Wall-R21 Gr3 3 X 8.5 25.5 0.068 4.2 108 1.0 0 27 W -Wall-R21 Gr3 3 X 8.5 25.5 0.068 4.2 108 1.0 0 27 N -Door-05 opq 3 X 3.5 10.5 0.200 12.4 130 4.8 0 50 N -GIs-C shgc-0.4 0%S (2) 26.7 0.320 19.8 530 17.3 0 460 E-GIs-D shgc-0.4 0%S 9.2 0.320 19.8 182 35.9 0 329 N -GIs-05 glass shgc-0.4 0%S 10.5 0.320 19.8 208 17.2 0 181 N -GIs-05 sidelites shgc-0.4 0%S (2) 14 0.320 19.8 278 17.3 0 242 Floor-1330 FG3 19.6 X 15.1 295.4 0.049 3.0 897 0.4 0 116 Subtotals for Structure: 3,146 0 1,607 Infil.:Win.: 6.8, Sum.: 1.4 289 1.599 462 0.073 39 21 Ductwork: 1,386 369 Room Totals: 4,994 39 1,997 Saturday, December 7, 2024, 10:43 AM 'Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting; : . - __ . __ 220 Navy St - :- . Ba Shore-NY 11706 -- Pa a 20 Detailed Room Loads - Room 5 - 1st Fl000r Great Room /Stairs (Peak Fenestration Gain Procedure 1.136noral Room is in zone 1, which peaks at 2 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 30.5 ft. System Number: 1 Room Width: 12.4 ft. Zone Number: 1 Area: 378.7 sq.ft. Supply Air: 172 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.2 AC/hr Volume: 3,219 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 86 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 632 ft./min. Percent of Supply: 3 % Runout Air Velocity: 632 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.330 in.wg./100 ft. Actual Summer Infil.: 2 CFM FDescrription em Area -U Htg Sen Clg Item Sen QuantityValue HTM Loss HTM Gain Gain S -Wall-R21 Gr3 12.4 X 8.5 93.1 0.068 4.2 392 1.0 0 97 N -Wall-R21 Gr3 12.4 X 8.5 78.9 0.068 4.2 333 1.0 0 83 W -Wall-R21 Gr3 30.5 X 8.5 245.9 0.068 4.2 1,037 1.0 0 258 S -GIs-J shgc-0.4 0%S 12.4 0.320 19.8 247 48.6 0 605 N -GIs-B shgc-0.4 0%S (2) 26.7 0.320 19.8 530 17.3 0 460 W -GIs-A shgc-0.4 0%S 13.3 0.320 19.8 265 35.9 0 478 Floor-R30 FG3 12.4 X 30.5 378.7 0.049 3.0 1,151 0.4 0 148 Subtotals for Structure: 3,955 0 2,129 Infil.:Win.: 11.1, Sum.: 2.3 470 1.599 752 0.070 64 33 Ductwork: 1,808 699 People: 200 lat/per, 230 sen/per• 4 800 920 Room Totals: 6,515 864 3,781 Saturday, December 7, 2024, 10:43 AM Rlvac`-Residential&Light Commercial HVAC Loads .Elite Software Development,Inc. Aberdeen Building Consulting, __ _..._. .r_.. <_ _ ._ _:. 220 Navy St �_.:� ...w .� Pa a 21 Ba Shore,NY. 11706 Detailed Room Loads - Room 6 - 2nd Floor Bedroom #1 /Bathroom #2 (Peak Fenestration Gain Procedure) General Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 30.5 ft. System Number: 1 Room Width: 11.2 ft. Zone Number: 2 Area: 340.6 sq.ft. Supply Air: 141 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 2,725 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 71 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 517 ft./min. Percent of Supply: 3 % Runout Air Velocity: 517 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.223 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item: Area -U Htg Sen Clg Late; -,Sen Descri Quantity Value HTM Loss -HTM, Gain Gain S -Wall-R21 Gr3 11.2 X 8 80.8 0.068 4.2 341 1.0 0 85 N -Wall-R21 Gr3 11.2 X 8 69.3 0.068 4.2 292 1.0 0 73 E -Wall-R21 Gr3 30.5 X 8 224 0.068 4.2 944 1.0 0 235 N -GIs-T shgc-0.4 0%S (2) 20 0.320 19.8 396 17.4 0 348 E-GIs-U shgc-0.4 0%S 10 0.320 19.8 198 33.0 0 330 E -GIs-V shgc-0.4 0%S 10 0.320 19.8 198 33.0 0 330 S -GIs-K shgc-0.4 0%S 8.6 0.320 19.8 170 44.5 0 381 UP-Ceil-R49 30.5 X 11.2 340.6 0.055 3.4 1,161 2.1 0 712 Subtotals for Structure: 3,700 0 2,494 Infil.: Win.: 9.9, Sum.: 2.1 423 1.599 676 0.071 58 30 Ductwork: 1,681 573 Room Totals: 6,057 58 3,097 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&'Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Cns oulting,_ -. •___._ . _._ . ....-_.- _ _ _ _ -- 220 Navy t Ba Shore,NY 11706 Pa a 22 Detailed Room Loads - Room 7 - 2nd Floor Bedroom #2 (Peak Fenestration Gain Procedure Gehoral Room is in zone 2, which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.9 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 2 Area: 169.2 sq.ft. Supply Air: 43 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 1,353 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 43 CFM Percent of Supply.: 3 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 494 ft./min. Percent of Supply: 3 % Runout Air Velocity: 494 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.278 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- , Htg S pig . Lat Sen en Descri tion Quantily Value HTM Loss 'HTM Gain Gain N -Wall-R21 Gr3 10 X 8 60 0.068 4.2 253 1.0 0 63 N -GIs-S shgc-0.4 0%S (2) 20 0.320 19.8 396 17.4 0 348 UP-Ceil-R49 16.9 X 10 169.2 0.055 3.4 577 2.1 0 354 Subtotals for Structure: 1,226 0 765 Infil.:Win.: 1.9, Sum.: 0.4 80 1.600 128 0.075 11 6 Ductwork: 520 175 Room Totals: 1,874 11 946 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting _.22.0 Navy St_ S Ba hore,NY 1?706 _ Page 23 Detailed Room Loads - Room 8 - 2nd Floor Bedroom #3 (Peak Fenestration Gain Procedure General Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.9 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 2 Area: 169.2 sq.ft. Supply Air: 105 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,353 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 105 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 534 ft./min. Percent of Supply: 3 % Runout Air Velocity: 534 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.184 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U Htg Sen Clg Lat -Descri tion' Quantity Value. HTM Loss HTM ``; ,Gain Gain N -Wall-R21 Gr3 10 X 8 60 0.068 4.2 253 1.0 0 63 W -Wall-R21 Gr3 16.9 X 8 115.3 0.068 4.2 486 1.0 0 121 N -GIs-R shgc-0.4 0%S (2) 20 0.320 19.8 396 17.4 0 348 W -GIs-Q shgc-0.4 0%S 10 0.320 19.8 198 48.8 0 488 W -GIs-P shgc-0.4 0%S 10 0.320 19.8 198 48.8 0 488 UP-Ceil-R49 16.9 X 10 169.2 0.055 3.4 577 2.1 0 354 Subtotals for Structure: 2,108 0 1,862 Infil.: Win.: 5.1, Sum.: 1.1 215 1.602 345 0.070 29 15 Ductwork: 942 426 Room Totals: 3,395 29 2,303 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,7nc. Aberdeen Building Consulting _ - - 220 Navy St Ba Shore,NY 11706 _- Pa a 24 Detailed Room Loads - Room 9 - 2nd Floor Hall/Bathroom #3/Stairs (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 3 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.9 ft. System Number: 1 Room Width: 20.4 ft. Zone Number: 2 Area: 243.3 sq.ft. Supply Air: 162 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,947 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 81 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 596 ft./min. Percent of Supply: 3 % Runout Air Velocity: 596 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.294 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg 'Sen Cllg Lat Sen Description Quantity 'Value HTM Loss HTM Gain Gain S -Wall-R21 Gr3 20.4 X 8 125.9 0.068 4.2 531 1.0 0 132 W -Wall-R21 Gr3 11.9 X 8 85.3 0.068 4.2 360 1.0 0 89 S -GIs-L shgc-0.4 0%S 8.6 0.320 19.8 170 44.5 0 381 S-GIs-M shgc-0.4 O%S (2) 28.9 0.320 19.8 574 44.6 0 1,288 W -GIs-N shgc-0.4 0%S 10 0.320 19.8 198 48.8 0 488 UP-Ceil-R49 11.9 X 20.4 243.3 0.055 3.4 830 2.1 0 509 Subtotals for Structure: 2,663 0 2,887 Infil.: Win.: 6.1, Sum.: 1.3 259 1.600 414 0.070 35 18 Ductwork: 1,182 659 Room Totals: 4,259 35 3,564 Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light`Commerciat HVAC Loads, Elite Software Development,Inc: Abe' Consulting _ 220 Navy St: l3a'Shor'e;`NY. 117,,06'. " T - ' =N a 25 Room Cooling and Heating Loads Bar Graphs 1 st Floor Mudroom/Bathroom Hallway 1 st Floor Entry ® Cooling 1 st Floor Dining Room /Study 1 st Floor Kitchen 1st Fl000r Great Room/Stairs 2nd Floor Bedroom#1 /Bathroom#2 2nd Floor Bedroom#2 Heating 2nd Floor Bedroom#3 2nd Floor Hall/Bathroom#3/Stairs 0 2,000 4,000 6,000 8,000 Btu h Saturday, December 7, 2024, 10:43 AM Rl vac-Residential,&Light Commercial. Loads .: Elite Software Development;Inc. Aberdeen Building Consulting' _ "` 220pNavy St Ba;Shore,NY Y1`706 - :r Pa a 26 Room Cooling Loads Bar Graphs 1 st Floor Mudroom/Bathroom Hallway 1 st Floor Entry � Sensible 1st Floor Dining Room /Study 1st Floor Kitchen 1 st Fl000r Great Room/Stairs 2nd Floor Bedroom#1 /Bathroom#2 2nd Floor Bedroom#2 ® Latent 2nd Floor Bedroom#3 2nd Floor Hall/Bathroom#3/Stairs 0 1,000 2,000 3,000 4,000 5,000 Btu h Saturday, December 7, 2024, 10:43 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building_Consul1in9_`. - .. -_ __ _- -._._-_: __ __ _. 220 Navy St, :__ _. Pa e27 Ba Shore,NV 11706 System 1 Room Load Summar Htg Min Run Run , Clg Clg. Min . Act Room , ':. . Area -?'Sens` Htg Duct Duct Sens; Lat' ;Clg Sys No Name SF Btuh CFM Size Vel Btuh., Btuh CFM CFM ---Zone 1--- 1 1 st Floor 184 5,928 77 1-6 514 2,213 59 101 101 Mudroom/ Bathroom Hallway 2 1 st Floor Entry 44 1,805 23 1-4 516 989 14 45 45 3 1st Floor Dining 279 3,690 48 2-5 591 3,538 23 161 161 Room /Study 4 1 st Floor Kitchen 295 4,994 65 1-6 464 1,997 39 91 91 5 1st Fl000r Great 379 6,515 85 2-5 632 3,781 864 172 172 Room/Stairs Zone 1 subtotal 1,182 22,932 299 12,519 999 570 570 ---Zone 2--- 6 2nd Floor 341 6,057 79 2-5 517 3,097 58 141 141 Bedroom#1 / Bathroom#2 7 2nd Floor 169 1,874 24 1-4 494 946 11 43 43 Bedroom#2 8 2nd Floor 169 3,395 44 1-6 534 2,303 29 105 105 Bedroom#3 9 2nd Floor Hall/ 243 4,259 55 2-5 596 3,564 35 162 162 Bathroom#3/ _ Stairs Zone 2 subtotal 922 15,585 203 9,910 133 452 452 Ventilation 2,041 428 821 Duct Latent 1,824 Return Duct 26 25 10 System 1 total 2,104 40,585 501 19,097 3,788 850 850 System 1 Main Trunk Size: 10x16 in. Velocity: 765 ft./min Loss per 100 ft.: 0.101 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons I Split Btuh Btuh Btuh Net Required: 1.91 83%/ 17% 19,097 3,788 22,885 Recommended: 2.12 75%/25% 19,097 6,366 25,463 Actual: 5.00 75%/25% 45,000 15,000 60,000 E ui ment Data Heating System Cooling System Type: None Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Hydronic Warm Air Efficiency: 0 SEER 0 Sound: 0 0 Capacity: 60,000 Btuh 60,000 Btuh Adjusted Capacity: n/a 60,000 Btuh Sensible Capacity: n/a 45,000 Btuh Saturday, December 7, 2024, 10:43 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building_Consulting. _..:, - __ _ = - 220 Navy St - =_ :. Bay' Shore,NY-11706 Pa a 28 System 1 Room Load Summary (cont'd Y,} Adjusted Sensible Capacity. n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh Adjusted Latent Capacity: n/a 15,000 Btuh Saturday, December 7, 2024, 10:43 AM �j i li T 5 ,q. WARNING IGENEpA EpU TOP SYSTEM IPED WITH q,TANDBY d I P } -J. E C E P W E J A N 2 8 2025 Building Department Town of Southold ' Ii � 1 N HO a , s }} 5 $aa ouInoS 10 urnol uou,pedia 6u!p11nfl y � I tj UP 9 a ,n �� r c�,�uly'"7'✓;7 ` ey �sJill y— ��-3 3��das iil M - r I;�~ s All Rw A; r Cj i� ram) O I I I f f 0 A f C E i U i.e..-►� y " ' / .- , �•� • v '� it .R � r �� ._ ��e, y. »�`�'. Imo'" _ "� " �e! _ •s- "'" �' !.� , } rye 1l � IY �• y ♦ `f• 19 AIW -4. 0 SIP rr •v •ter ;, 'fig y _ _ �- �• A �• �. _ ,�� -lam•_-�'� � �.__.�- �� A M , f r R r. 45, 17, i d _ _ ram. ems. t �r . ■■r ._ nationalgrid October 18, 2023 220 Navy St Trust c/o Colin Cowley 79 W 12th St Apt 10A New York, NY 10011 Email: colinbernard6owleyCa7gmail.com: infoaawconstructionCa�ctmail.com National Grid WO#T102571279—220 Navy St, Orient To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on October 17, 2023. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York 811 at least 2 full business days, not including the day of contact, prior to digging by calling 811 or by using the website httr)s://newyork-811.com/. This confirmation letter of a gas cut-off service line to the subject property does not relieve the excavator of contacting NY 811. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections 9/25/2023 COLIN COWLEY Service To: 79 W 12TH ST l0A 220 NAVY ST NEW YORK,NY 10011 ORIENT,NY 11957 Customer Project#:900000180926 Dear COLIN COWLEY: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI MELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------ C Z �n FOUNDATION (2ND) •a�v•� 2GGI,i 7� Ce2-�J /- 1 A o1 - 6Li2 e55/h/� . ! • s ?Po� �J IIdG QD At/ OS - 0-0"eQ-s 4w9a•s A 2e.( �y ROUGH FRAMING& be co"eC�-aW, YONA bl h0/le `1 ole.5 D✓Ge PLUMBING 110"a i A SoMe, /V eA i4 oyjs• 0,4Xee- onS /I2 (�J voly v1 bi ' oi- 11 eA. 4. I/1 Gv e-6bon. L " 1 ows _ i/7 i��sul C�f>�ic o 1'176 lie Ag sogAl ARIy1 Q itoa. iD63is y INSULATION PER N.Y. ^� //) 4C�G• mAn not y STATE ENERGY CODE � �� oS -f� 1 j f-S ad 1vl1)ccjg2 d oo2 Sa fs r v /l fL%O4 0 0? ? &eA . AF ce e6 ` I' g va Y— � Ct/Lf ota r%AS&//sec Az �' t. aAp4le, p C3/ /n� /• P"uQ.-45 4-1 S, I�jowcR o/002 c1vc,�`J�,cdf aft 2tua /nJ9)�Lxp sugvcq. MAC, FINAL CD/l/lCt�a2� 77//lC,ye�r �1vf 04{ GW/4&k IeCa-flllL,, Rpt sh v s / e ✓allf MR() `valr Atz �2 tyc2 , ow -J Wv Was v aedo- v- e cK- e.h i�. Cl�rl' c �'• ss la�a.2 F,e C� ,e ADDITIONAL COMMENTS •,� nL G,o Win. D a?•�'•a c O 3 ec f y ' 2 fv r-t c /o 7 -7 (� Z `� re c•V /U, 3 4' ti- X aA& ColtMA q(jo"A 1Arbi Card SoWev Wv*r— cat. Ol'} vc +0 ►.lahc o Yc,vie, J y i- c a f+, N o c� z 00, x - E H ` d H `�o�S�fF�tt�oGy TOWN OF SOUTHOLD-BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • �� Telephone (631) 765-1802. Fax (631) 765-9502 https://www.southoldtownny.izov Date Received APPLICIT19N FOR BUILDING PERMIT ' For Office Use Only a „e IL _ PERMIT NO. Building Inspector: JUL 2--8.. Applications and forms must be filled out in their entirety.Incomplete '` _ RE6@B nmur-.i-crrr applications will not be accepted. Where the Applicant is not the owner,an _BUMDING DEFT. Owner's Authorization form.(Page 2)shall be completed. TOiE �;tF SOU7 -4-r^]. Date:02/14/2023 OWNER(S)OF PROPERTY: Name:Susan Pelzer S.CTM#1000-26-1-25 Project Address:220 Navy_ Street Orient NY 11957 Phone#:631-603-9092 Email:msarabia@amparchitect.com Mailing Address:220 Navy Street Orient NY 1.1957 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Narne:Anthony Portillo AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email::aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Est matedCost of Project: EOt h e r Pmposetl h story hams house w/sveen porch aM—.d porches.Existing two swry frame house w be demolished.Exisdng frame shetls o be—we.Pmp wd VA OWTS Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? BYes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family.Residence Zone or use district in which premises is situated: 'Are there any covenants and restrictions with respect to R-40 NC 'this property? ®Yes ❑No IF YES,PROVIDE A COPY. It 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 Qepartmant for the issuance of a Building Permit pursuant to the Building Zone , Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,forthe construction of buildings, additions;alterations or for removal or demolition as herelri described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are -punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submi ed yIn ): �Cil �u `- " f M Authorized Agent OOwner j Signature of Applicant Date: l!�►� STATE OF NEW YORK) SS_ COUNTY OF --L� Mll>!:Vl I Il. L ,rj being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith-A,,i BARBARA N. TANDY Sworn before me this Notary Public,State Of New York _ No. 01 TA6086001 IOualified In Suffolk County j day of �" r_ . _ 20c?�. Commission Expires 0-1/13/20,6?7- . Notary Public PROPERTY-OWNER AUTHORIZATION (Where the applicant is not the owner) I, .residing at, AMP ARCHITECTURE _. do hereby authorize . _ to apply on my bah` #tie Town of Southold Build Department for approval as described herein. Owner Signature Date �i Print Owner's Name 2 �3� CF3 L =o�°�FFo�K�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT'{ ` NOV 1 4 2023 � y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov ,Dwo Dr4'p-T. T .M1F li." Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE6&X FIRM Panel:36103CO068H FSCTM#1000-26-1-25 Address:220 Navy Street city:Oreint Zip:11957 CONTACT PERSON: Name:AMP Architecture Phone#:631-603-9092 Mailing Address:PO Box 152, Mattituck, N.Y. 11952 PROJECT DESCRIPTION: Two story frame house demolition. Proposed two story frame house. Proposed I/A OWTS SECTION A:STRUCTURAL DEVELOPMENT(CHECK'ALLTHAT'APPLY) Type of Structure Type of Structural Activity R Residential (I to 4 families) R New structure ❑ Residential(more than 4 families) ® Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑'Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park .SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining R Grading ❑ Drilling ❑ Dredging R Connection to public utilities or services ❑ Paving ❑ Placement of fill material R Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The'permit will expire if no work is commenced within one year of issuance..Other permits may be required to'fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name : MP Arc ' ctUre Signature of Applicant: Date: ' 1 -23 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 10, 2023 TO: AMP Architecture (Pelzer) PO Box 152 Mattituck,NY 11952 Please take notice that your application received February 15, 2023: For permit to: Demolish existing dwelling and construct a new single-family dwelling at: Location of property: 220 NM Street, Orient,NY County Tax Map No. 1000 - Section 26 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming; 12,326.2 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than20,000 square feet in total size require a minimum front yard setback of 35 feet. The site plan shows the new house to have a front yard setback of 22 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson %0 SO(/jy 53095 Main Road•P.O.Box 1179 Patricia Acampora �0� alp Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. vs Town Annex/First Floor Nicholas Planamento �Q 54375 Main Road(at Youngs Avenue) %UM'l Southold,NY 11971 RECEIVED D �( V http://southoldtownny.gov + / ' .53?01 V D TOWN BOARD OF APPEALS u2 TON OF SOUTHOLD L 2 4 2023 JUL 2 PX44Tel. (631)765-1809 Southold 'Town Clerk BUILDING DEPT, TOWN.Q;ySOIiTI,f FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 20,2023 l; ZBA FILE: #7796 NAME OF APPLICANT: 220 Navy St.Trust. Colin Cowley PROPERTY LOCATION: 220 Navy St. Orient,NY SCTM# 1000-26-1-25 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated 3/28/2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,326.17 square foot parcel located in an R-40 Zoning District. The parcel runs 115.76 feet along Navy Street. The parcel runs 108.40 feet on the West side, 115.68 feet on the South side, and 104.68 feet on the East side. The parcel is improved with a two- story frame dwelling with covered porch and pergola and three sheds (sheds to be removed). All is shown on a survey prepared by Kenneth W Woychuck,L.L.S.dated April 10,2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's March 10, 2023, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single-family dwelling, 1) located less than the code required minimum front yard setback of 35 feet; located at 220 Navy Street,Orient,NY. SCTM No. 1000-26-1-25 RELIEF REQUESTED: The applicant requests a variance to construct a new home with a front yard setback of 22 feet where Town Code requires a minimum front yard setback of 35 feet. ADDITIONAL INFORMATION: The survey shows that the parcel is split with part of the parcel being located in a FEMA X Flood Zone and part of the parcel being located in a FEMA Flood Zone AE EIevation 6. The applicant's representative testified that the current condition of the structure is in an unfortunate state and unsalvageable. 1 Page 2,July 20,2023 #7796,220 Navy Street SCTM No. 1000-26-1-25 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 6,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant Ij and makes the following findings: f c 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older single-family neighborhood which was developed prior to zoning. Many homes in this neighborhood are pre-existing non-conforming. Some of the newly renovated homes have the benefit of variance relief. The existing house has a front yard setback of 21.2 feet. The proposed front yard setback is characteristic of this neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue,other than an area variance. The applicant is building a new home and therefore could build the home in a code conforming location. However, Orient does not have the benefit of public water and therefore has to meet stringent Suffolk County Department of Health criteria in order to install the water well and on site septic system. Granting of the variance relief helps the applicant have space to design a septic system which conforms to Suffolk County sanitary code. 3. Town Law 4267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 37% relief from the code. However,the neighborhood is an older neighborhood and the proposed front yard setback is characteristic of this neighborhood. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code, was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes,seconded by Member Acampora,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by Anthony Portillo,Architect,labeled SD-1 thru SD-6,and dated December 1,2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1) Applicant shall install an Innovative Advanced(I/A)wastewater treatment system as approved by the Suffolk County Department of Health Services. 2) As depicted on the Site Plan(SD-1),three sheds shall be removed or moved to a conforming location prior to the issuance of a Certificate of Occupancy. Page 3,July 20,2023 47796,220 Navy Street SCTM No. 1000-26-1-25 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. _IMPORTANT LIMITS ON THE APPROVAUS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)grantedherein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /�!/ /2023 cot J-PV i � � 6 �'� gUFEt?�� OCT 2 2�23 BUILDING DEPARTMENT- Electrical Inspector ��►' COS TOWN OF SOUTHOLD o - DnG DT°FTown Hall Annex- 54375 Main Road - PO Box 1179 o ` Southold, New York 11971-0959 ��2CRCt(1 apt. Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' roaerr(aDsoutholdtownnyaov— seand(cD-sodtholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: �.( srcx 0/,cer .re eqje Electrician's Name: License No.: £ SR 226 Elec. email: Tt,c f 1,g!Ar- Se- 0, Elec. Phone No: ER1 request an email copy of Certificate of Compliance Elec. Address.: , ., ,✓gym N !� JOB SITE INFORMATION (All Information Required) Name: ),aD L)g. !/-US-�' Address: 220 Cross Street: Phone No.: Bldg.Permit#: 5C000 email: Tax Map District: 1000 Section: L2 Block: / Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): QYi(ov�i�Ys £,wyT.,�i✓4 57t0r07L 414 �sTa�L.ri✓G Tf�'(�io�A?� 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 M1 Ph❑3 Ph Size: Zv-c0 A # Meters_ Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Evinderground❑Overhead #.Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I(� , S2V I c2. �� tc�-a�•�3 Ire-c-4 16 S�� C411 C/C�5C wry s OCT 6 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Hall Annex- 54375 Main'Road- PO 136i 1179 4 - Southold, New York 11971-0959 �(fa) Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdto wnny.qdv - seand(cD-southoldtbwnny.gov - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: .4,g Company Name: PaP,-"VrCX C/- At' Electrician's Name: 01 License No.: 'Elec. email: ,df 0-12f-4r . - Elec. Ph6nb No: 4,14(t gla ER1 request an email copy of Certificate of Compliance Elec. Address.: jSoft2i c 2 JOB SITE INFORMATION (All Information Required) Name: a�C) 1�v-q -)4- Address: 22o ju rfa r Cross Street: Phone No.: Bldg.Permit#: 5 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 57 r X.r^le r-ctflo44et-e Square Footage: Circle All That Apply: YESF�NO [:]Rough In Final Is job ready for inspection?: Do you need a Temp Certificate?: YES[—] NO Issued On Temp Information: (All information required) Service Size M1 PhF-]3 Ph Size: ?4ovO A # Meters. Old Meter# F-1 New ServiceF Fire ReconnectO Flood Reconnect[-]Service Reconnect nderground 0Overhead # Underground Laterals[-]1 [:]2 H Frame D Pole Work done on S ? F-1 Y N Additional Information: PAYMENT DUE WITH APPLICATION Co. fl PERMIT# Address: Switches Outlets GFI's Surfac5 Sconces _ *`o j J HH's s� UC Lts I Fridge HWam, POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven4 h-L Sump Heater C " Trnsfmr Smokes DWI Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Cooktop MinispIit Blower CoM,Ibo AC AH Hood ,/�j10o P Blower Service Amps. `-�--', HaveLlC) Used Sub Amps Have Used Comments BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # Date t � 2024 Customer Name r Electrician Name Address Q_0 Phone Q L e-mail a-mail ,Q Phone License# ME 59apL Size C7 A. Phase 1 Overhead Underground I,-'— #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole v-H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date's . Authorized by s COUNTY OF SUFFOLK STEVEN BELLONE } SUFFOLK COUNTY EXECUTIVE a DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner TO; James Trent,SCDHS Office of Wastewater Management FROM: Mary LaFlair,SCDHS Bureau of Drinking Water :DATE: December 8,2021 Re: Susan Pelzer—Test'VGWeR Private Request#; PR21-0372 Sample location 22.0. eet;,Orient HDRef#; 0 Tax Ma #s 1-25 p h Sample dates: ,. Run time: 1 hour Enclosed is the drinking water analysis from water samples collected from the above stated test well. If you need further infflnna ion,concerning this water analysis,please have the private request number[PR#]available when making inquiries to thi�:o$ce:; • , Well#1 lS-1365211 r' Analyte Exceeds TW standards ; Exceeds MCL Analyte&Concentrations .a 1fi7n m .. •`_T.... .--:..«,-?.,_.:. zT=c -'^�•-•=:ram"±:��.�� z.:...._....�:�.-r„- saL.�: Chloride (>100 mg/1) NO NO N/A 7. Iron NO NO N/A Manganese NO NO N/A Iron+Manganese t (>$mg/1) NO NO N/A VOC NO NO N/A t: _ . Pesticide N/A NO NO ^ .al.. A-'L; i`cx}�T '4L: 'xc7gr_ T.s.�i•..,. -.r:+r ; >+•r. �:w, _... ,�.^ c-_F'�'3��'�i'�.�w�'�..�'�-.c x, '�v - ..ro, Fs.. P a„2�c•T s..�i��-�—�>s `°�r.+--�: i� •3n�iu,�s�..:�i � -��"xr t��..• _r-aer l",,._:r-3� � - � �� -�:�'z=`�1. , v: Ity�},A; w'" � C� �'' a-��r• ,� r":'+ r�Tt_ Frza �>;.., r�,,,r."�r.;� �' '.s »:tr'T ~��-5--`_ = '3'> z1 s. `Cai�Sw _-�i�. s�^ •-'•9 �, �q„2ra .�..� ...s s.T�. .n. •u'. •=x+ ydQ �.r;+}';=z-?_i ..<x✓Sxs."c-�z-Y .�_""'R�� :.r.=e+.. a'v S.�� '`%�.FaT �• F iSs.�^«. �� A$ `E' '� '- l' '. a."'�'-x.. x -s. ^,_ � ' t '"_ -.ate:. r----� �.s'•-•-" ... `r. 14" l0Yr '�- }}s•' � '`', ',`�r..ate. 'h.�� .��t tea. �`....mr'—•:��' �-.-x-v,w� WR � >i~.��"s^i'c.-{''' A=..h xa:. rs n}a�a"�is•�'� 1�t��r'��..�,�y�c_�.�'3-� fy F'ti. �-� -�.. ,_,• ��,� ��s,.a ..�.�.."-`-� tw"_` � IL'r�I ��a �`-'''r � -.tY�'.L'��`S��•Z.t�t..�'v _ .-S s ,e .^tea.Z,��. �,y ��t t '' tx.. �st� "� -"'"� is..cr��} zaaza � tiT,�v yf,.. �� 5", _� _'�� +•.'�. T —:r ,�. `�y. is ..s� a m i�=,�=ze :-�=�=:ar�-a..� �..4—� �'�- _ _ .�a-�' •--.-��• _.��. '4^p = ° r -, z. -tom DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WATER RESOURCES 360 Yaphank Avenue,Suite 1C,Yaphank,NY 12980 P th (631)852-5810 1 Fax(631)852-5787 COUNTY OF SUFFOLK is f STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner `.r December 8,2021 Anthony Portillo . 1075 Ftanklinville Road Laurel NY 11948 Re: Susan Pelzer—Test Well Private Request#: PR21-0372 Sample location; 220 Navy Street,Orient HDRef#: R 21-1402 Tax Map#s 1000-26-1 25 Sample dates: 9/21/21 Run time: 1 hour Rear Anthony Portillo: The above refereiieed welFhas been samples and the�oompleec yvateranaIysis�s enclosed faryaur review At the tune of samplipg tiie PFOS level detected eitceeded;the I�IYS';Maxunum GontammantLevel{iVICL)of t0 ng/L Additionally,.the;mifrate;level<:exaeeded the Suffolk County test well standard of 5 mglL,alt other results mei NYSDOH Drinking Water Standards and'SCDHS;testwell ' siandards PIeasenote tracaleyels:,ofpesttcdes,,PPOA and 1;,4-D�nxane�vera detectedvv�thin; water�srandards: Acopyaf the completed analysis�s;bem fovcarded to Mr'lames Tram at our Office of Wastewaier.Management locatied,at360 Yapllank:Avenue;'Surte 2C,Yaphailc. Ifyou bave'any questions concernuig these 4vatcr'sample results;feel free to coptactth>s {ice Be'sureto'haveyonrPrivataReguest€ available,whenmalongntquiiestothis,officeconcertiingthesetivstersamples;. Sincerely, Mary LaF'lair Associate Public Health Sanitarian Bureau ofDrinldng Water CC: Susan Pelzer James Trent,SCDHS Office of Wastewater Management Encl.Lab Results •T•f. lid t DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WATER RESOURCES 360 Yaphank Avenue,Suite 1C,Yaphank,NY 11980 publiCliea[th (631)852-5810 1 Fax(631)852-5787 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-WATER ANALYSIS Requester,Name ANTHONY PORTILL.6 Request No.:PR-21-0372 Location 220 NAVY ST ORIENT,NY 1"1957 Sample hate:09/21/2021 Sample`Location,'V1(eli,;S-136521 Sanitarian:Michael Marmo TrealTrienf:None; Field No.:001-10g-210921 Notes e'symbol means;'iess:Uian"indicalirrg no detection mg1L milligrams per`rrbr ug1L=micrograms perlite[_-Afkallnity fs repdririd bi,in L:as GaCO3."' bol means level found exceeds the maximum corttaminarit level(MCI) or apttan level for'lead and'copper..Mod9rateTy reshicfedaod(um dietshould.notexceed 270 mg(t Severely restricted should not exceed 20 ft, The MCL far nlckel is a pra_pos'd 11m Any MCts notsh6v'below have rrof bean.estat ts4d. _ Results for Sample Group:ALDICARB PESTICIDES analyzed by Suffolk County Departure_nt of Health Services Result MCL esult CL Imoic hthof < =05 S0: u`/L a,H ro caibofuran < _ Aidigrb - 5 .: 0.5" 3. u Aldicarfo=Sulfone: c _ .5 80� u Aldicar"ulfoXlde,-. <- ;0:5 2-- untL. 05._. 4 . u/L Garb _I _ . Gartiofuran <. 0:5: 5Q'. u JL 'Methiooerb . . . c: _ 0:5 Methiocarb sultone <• Oss 50 ,,u- L Methbm T - ; _Oxa I'. - <. 0:5: 5D u R, Pro axur Ba on : �, 0.5 5D` u" :0:5: 5Os tiaTG Results for Sample Group:CHLORINATED PESTIODES analyzed by Suffolk County Department of Health Services :4:4p1}O su MCL Result N_Q_L `14-DDT. <._ 0 2, S < 0 2' - SQ U 0:2: - $' iu Ji . ..-:of ha BHC:,. - - bste=BHC_ ,02, D 2 _ - s. =u 2 Ghicrd'ane L. that 5• lu _ -Q2 50 ,u JL, delta''BHC" - _ < 02 5 u . Dieldrin <: 0:2 5D u _ Endesulfe I <' Endosuifarn0` < 0'2 5 u. _ Endr9n Endosulfan Sulfate < 10:2 50 u ►L 0:Q1 2 :ir 7L anwwBHC.1 liidane < 0:42 _ 02 `.0 JL ;He tacfrfor -< 0.04 04 u L -. He taahTore oxide•: c .. •Nellie chior.. :_ - -< _ 0:1� 4D:--ifaiL Results for Sample Group:VA]UiAL PESTIGiliEc.analyzed by Suffolk County Department of Health Services Result + L .Menem Re u jars , etfiylleUachioratoraphUwfate < 5 50 u fettachliiniferephfhaAC aGd' < 5 `50 un2 Results for SampleGroup::11A0�XANE a�n)alyzed by Suffolk County Department of Health Services DToxarre-„ "6a Y ,.its-.Qnr �LI,• - esu 1C� Results for Sample Group:NEt2BICIDE METABOLITES analyzed by Suffolk Country Department of Health Services Result MCL s It MCL 97:at ha Etti` lestradirit < 0:5 50 ,u IL- 17 heta Esfradliil < 0:5_ :50. 2•B-Dlchlorobenzamide r� 0:5: ":50 'u 2=H Cox Atra�na G34048 t .0 dlL 4?Androstane:3:17-dione c: " Z . 60' u ` 0.._ 5D . _u!I. 4 H Po lm c Acetaminophen- - - _-_ < 0 5 50 uafL _ OZ 50 "7i. fachloi€SA SulfniliCgcid t < 5 ,� SIT::F��t lL�' Alachlor OA OxaniflrrAcid �, D.4; s50 'u 7L $is henoI A <: - 02 =50i u JL Bfs fienoi t3 -' _ _ _ 0 2. 50- u.R Ca$eine _ .. Deiso ro tatrazma G-28279 _ <, 0:Z 50:' uf_,/ Des eth latrazina't G30033 C 0. 2' Dicfilorvos <; D.& :50 .u,.iL Dideat lallazlne Cr28273 <,• D 4 50 u !L Dieth'istllbestml - < 08 50 u 0 5. - - 50 t1 %L Dldtti itofuari17ile:D I. ' y2 ..` 50 r,`.;-tea IL rss .-.z�r Dfnoseti. 7 u YL Dluinrl';"` Equilln. �; 0.T 50. •;udtL F�triol; Fshona 0 7 .50. : uolL u'LE Gemfibrozll _ <. >' I}.4, SD' u Ibu rolen <' 02` so,. _tI 1L imrdaclo ttd z ,02„ __50' u fmidaclo 2 50� . up/L. Malaoxon -•. . < 0'2` 50; ..u_L Metals i c 02, 50 u L Metalachlor < "So. uC L MetotaCfil"dl•:ESA Ct3A5354743:-�:�. ,�r:?..::;�3._1:7,F'� ,�.. �50 .L-' Matotacl�lor;rccetefiolita;{CGA37736}' ci . ,0.2.. !L- matolachlormelabctite(CC-A-�WJ72) < 0:3' S0: {:u L htatatachfor;metabolite;CGA 4.1638 �;) 03 50 u L McSotacfllarmelotiouta(CGA 67925) < _ 0.3:. ._ _ 50:. q; 02 .-.- uu/I-L Metataeh idr-OA C.GA!51202 ;,. ,. 3 ePhen oln Ditanlih Pcadi Pro asflor ESA ;02 50': .ri L Pro achforOA Zi a 2 Prdoam&carb hyNrochloride_ 0.3° 50; u R Siduron' 0:3'; 50: UgIL Tebuthluron <, 0:3 50: u lL- Testosterone: < 0:3 50 _u /L 0:3: Page 1 of 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-WATER ANALYSIS Requestor Name-..ANTHONY PORTILLO Request No.:PR-21-0372 Lc*611:220 NAVY,ST.ORIENT,NY 11957 Sample Date:09/2112021 Sample Location:Wdll,S-j36s21 Sanitarian:Michael Marmo Treatment None Field No.:001-109-210921 vies 't'syrrit)ol means; less then°indicating no iieteciion Jng/L: miUtgrams par IOer uc(fL:=,micrograms per1tter•.AlkafiNty is reported as mg/L as CaCO3..'"'-sj�nbof means tevel fou`ndexceeds the aiawmurr►conlammanCfevel(NICE) oracHan level`forlead erately,;restrlated sodium datshould:nofexGeed 27.0 nig/L and;copperMdd Seve elq resti idtedsfioutd not exceed.20:mg1L The MCL for rltckei is a prapased llmlt Any.iN6ls.not'shaivn.below:have not'been,estabi�shedc Results for Sample Group:METALS analyzed by Suffolk County Department of Health Services R su MCLI f3esult MCL ;A[irminum=Al = 8:f3i u ! A4nron:Sb c 02 f3 -u L Atsenic As _..< - 1 10 u /L_• Barium a - 5853 .. _ C2000 u L Beryllium(8e _ <-= .0 2 4 : ••/L. Cadmium,Cd Calcium_ < - . -5 u z7 m L_ Chromium`Cr < - Cabalt Co <_. - 1' u`l Co .ar.Cu.;- _< .S. 1300, u R:. Germanium <_. ? u ftNicket(Nn� < . D_7+ Irdn't Mwwriese',(cw ned Cale);, `o:038' D:b _iri __.: Ds3 nt 15, -tic It Lithium_ _< _-- 1, U !L.• ;- _. ..... 8.2 .._ _ MOIL. Man anew n _ 0.039 03Q __m JL Mercury < 0'25 --- _.2 u Mol bdenum: Mo) - < 1 - ;'7L _ _., SPotassiumm !L: e e2S6. ... L100 t R -- 5 -. . 50 u — -5SA - malL Strontium! 0 5-- :Thamum <' -.02 _ 2:-__:uglL .. Thorium; u'TL Ttanwm; a;- c 5 u ofL. u t. u2 . . Uianium < U:S " r30 -;u L _ Vanadium Zinc-Zn' < MOT i .. ualL Results for Sample Group:tN&ROEX7RACTIBLEs analyzed by Suffolk County Department of Health Services Resu CL su MCL, 1 2 dibromo 3 chloro ro ane < 0.02 02 u I! . 1,2-dibromoethans ___ < 0.01. 0.05 u L Results for Sample Group:PERFLUORINATED COMPOUNDS analyzed by Suffolk County Water Authority Result MCL Result MQL PFBA Perfluriro6utanoicAcid <_, 10:t7 50D06 a L: PFeS;(PerflyorotiptanasyUfon Acdj,- < 10:0 _ 50000 -nck. . PFIDA ,artluorodecanoicAcid < 1D:0' S0000 n L PFH .'Perfluorohe tehoicAcid' _< 10.0 - 150000: riglLm FFHpS;(PerqugTher;,tazw,uifunic _< 10.D 'S000D ngll PFHxA;(PerOuaroheiSatioic iAcid) ^ <' 10 0 "" f60000 ngft Acid) _ - - PR4x.S,(Padlu0ro1ie ZesuifonlcAdd) < 10.0' 5000D n L_ PFNA AerfluoronortanotCAad '10 0 ,50000 nalL _F[Jiiti L'ertiildYdoctaiioFGAold --=;r .,:' c:�4:25:��--�-<.�,�40 PF,PoS(Peifl mrcponiertasul(aniG44 s 10,O.r AMR, :n C_: . 1, Results for Sample Group:RADIOLOGICAL analyzed by Suffolk County Department of Health Services Result I1�CL Result MCL Gross Ai`ha" .. _.-. < 1 15: GitL- Gross beta _.. := 3:7+10 2_.. _ 50 -COIL Tritium 200' 2000D pCVL - •- Page 2 of 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-WATER ANALYSIS Requestor Name:ANTHONY PORTILLO Request No.:P R-21-0372 Location:220 NAVY ST,ORIENT,NY 11957 Sample Date:09/21/2021 Sample Location:Well,S-1 36521 Sanitarlian.Michael Marmo Treatment None Field No.:001-109-210921 Notes 'e'syrrttml means"less jhan"indlea_llng,Qo e tactibn"m . kqlih�'Js-reported asm-g/L as-C7aCO3 —gymbbl exceeds. maximumconlanlfidhUldi6llead-and,o yLrqr qqt9j sodium diet shdnot2eKce8d 276-ng should: texc.....20-m91L,.ThiNdL-td'r hkka['l§ta:pf9P0s9d DO Jv Y.WK not s!*,ro bel"haveOrptbeiiten e0tabI446d, Results for Sample Group-SEMI-VOLATILE ORGANICS METHOD 52S analyzed by Suffolk County Department of Health Services Result MCL '- _ q- --- esult108&h�hlhalbne,. so -t-/L- ' 0.2 MC50L uAcenaphtherfe, "51 ene 02Acetdchlor: 0.2 WL, U2 ubAlethfin! �9.2. 5Q, _udfL ,AnIhrace6Q- c. g/1LL .- )U Z.1 -3--,,u 1L. AZDXYStrobirf. -02 190fl ;0.5 so 'U91L l3drizo(AYAnthr�beh ro.5 enzo(A)Pyraftwl 50 0.02 02 u R Bdinzb(B)Fluoranlhenie� "U( '-0.2 50 ;OIL --P I Ono 7 Banta myl ti -10.2 �50 dq/L. -Be '4tyl'phthelate: 02 50 11�9�6 lh4yl)bdfote .5 5[s(2-athyIhex9Qphftlate,. _,ag/L- i�phaffol* WaIL 2 - Z-5: -50' 1 - 1 BID&I- 50,' Brom"acil! .0.2'" 'AWL L 62*&f6lButachlor 02 ---- -soi---- -50 -&bJztAa,- - "--,---150 u( C I a rirodol.— WiddY4 JL C -2- -02- .Chlorbldhifth6s , 50. /L Chloroxlenal, .0.2 '50, ual- Ch oMr has - V2 Chysene 102 5o775 - , Cytluthfin-, '50 !D41L- Gy'-perme-thnini < --- D. So 6w01L4 �Dacthal 702 50 - LDefta6olhrt- < 0.5 i- DIbdrm6(&-'H)Anthracene.-- -50 - rubj Ptiftfielk, Dichlotienil: 02' Eo- 50! n' - -0.2 'Amlithala I r - -60 U-d-f L. -J DI 'DIathyI(bJu3mI&(DEE1j: —60 DIrne MI'Rt1_hj Wal 02 503IocyFPhthJlatw- -so onL, 'GfL IEPTC-" 70— 5W IL :Ethoftirrf tei- .0 Ethyl Parathlon :02 W� 2 50 . _--,806norow-- --- 7-7517777—50 u fL Etofenoft alph6-Co Fluoranthends < 02 so '691L.- Flubrene - - <• 02 'Hexachldr6benzene' U.,1 1 LQ L �)uc'f,L, 4"%17 H6kachloro- clopen W ladiene; Hexachloroothbria. 4 .5 01L. i Hexazinone ( . - ) o - -S50O."?--.uuJndehbT43,ddPeiW �- 50, lodbfdn- 0S1 - - 02 so 0lorodiond, ,KeltharW 400'I /1LLU' -7, 10Z 50,- "UgfL < .0:5- 50 upLMetay 02 SO- �UcfL- :0:2 --601�-- ' '(1 . Methokydhior-' 50, U41 -41L iidn -02 -50, Wtolachlbe < :012 BG, X, 2.2 t1g1L 'Wad(Dibrorn)o '02 50 I NaOroFgi ridd—� - 02 --50.- :Pen '!a io,2 5" -.uci/L'- 02 so'Pen :0.2 10,21- SO:.- ucj/,L 'E� ug& w 50�.'I�4 _ :02 50:� -'uQ PIp6tbh9l'but6xlde,- at: ,n�n2 02 5(y u Prom M 50!: ic JL Propadhlor, --02 Pro pict0r4fadib) 41101 --o.Z — 7507 -0MIL D" 'UqIL--' R6sfnbUvlh :Ronstiar -02, -wtyi- Slffidkirie Surnithrld.- 50: -tidtL Tdbuthluran ,T&b6cil .--Gz L '50� --'-iuqfL Tdacumeron- 7 TrIcl V41- W I . '13-5 osan diblin 15 50 ug/L Virliciftolln, '0.5 Ug!L- Results for Sample Group:STANDARD INORGANICS analyzed by Suffolk County Department of Health Services Result —YcL Result MCL .:Ammonia MiA 'L1314 tW I Efidi-nide q'-1L N 7Chlorate�,' 50, chtofld6(Cft 250 thqlL. ' Al—godde myjL HoxM 16KChroritlufri Nitrile'(NOZN)', NIWId' ,Orthaphosp hate:-.' ma/L P pH-Lab 6.4 N/A; :Specific ConduciMty-Lab 4166.46 urnho/cfn Sulfate(SO4) 37.6 250,maSO4 Results for Sample Group:SURFACTANTS analyzed by Suffolk County Department of Health Services Result MCL Result, MCL MBAS(LAS,MW=348.47), mg/L Page 3 of 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-WATER ANALYSIS Requestor Name:ANTHONY PORTILLo Request No.:PR-21-0372 Locatidn--,220 NAVY'ST,ORIENT,NY 11957 Sample Date:09/21/2021 Sanipib'Locatldn-,Weh,8-136521 Sanitarian:Michael Marmo Treatment None Field No.:001-109-210621 g no detection rr1g1L; _ Tons 16401ound exceedms er s yWreported as nWL,fj§Cacp3 wq' lbri leVell6r'l6dd and copper:Mo'-deratbly'r4sh'ic-t6d' sodium urn'kQqt:thould'no,eX .270 Sdver4j restricted should excaed 'pr000sedllrhit:AnYfiAdL---n6t�. 6 b'I' t d' qLkCrIkkal Isa Results for Sample Group:VOLATILE ORGANICS analyzed by Suffolk County Deparh7nent of Health Services DiWorbethibEj.. Re,sult MCL Result Ma 1 ichlompro 5, -ugtL 'IA-101dibro-effi6rib ugk AD 5 "UQ/L 19 TrIchlorceith 'thana. ane ug/L .1—1.12 Te tra cb 10 ro, -richloroath -Tatrdch '0. lug/L- ljiIT ane :0.5 -5,--'AWL" 1.2 Di�htoi;�ethgna. -DZ Uji/L 1.2 Dichlorotiafi�e .5.- OPIL.. 5 tip/L 1.2-ID16hloropropane ',ua -1.2.3 Trichtoiobentene ----5 ug/L ;0.57- —1,24�,ti,TetramethyltibnzenG UA-Trilmethftenzenei 5 -7 ugfL 0.5 5-7- uWL-. 1.3�Dichlorobfdband -'1-X5'T, rlrrethvlbe"nz6n&., J�! 2 1,3-Dichlorobenieffe(m) < -ug/L Dichlorobenzene1p) 6 I.A�101chi6mbutane <- -- I-Brfta�-24C-hlorodeet 6; Ei 5 fin ZZDM16ropro—a .0.5 :2.3Dichloroor66dna', RE 5 01L. .045-1- -- 5 ",20 ZO UOIL: 2-,Chlorotdlueni�, OZ 5— *Chlorotclud66 601L, Ac < 0.5 5, -All9tchlorlda.- iJ§I.L - flup& Benzene` 5 up -d§1 I'-- 1L Bre�� — <-- ", '6 5 Brorn .0. DdIcb1olum6thane `80 ug-M Brdmofdrm! < 180 ug1l, 0. clitt Chldrdbdntene�, Chlb 5 '!Uq&,� 4 , 5 -;UOIL 80. :ug/L-- Ohio i diffuaromelhanC-- 0 11L Chloroform: -ug& 7 U- luffilL, cl:�;1,2'Djchjj3roettje Clio -5 ne, 6-7.5 3- -1UPIL d-1-1monane D bminomethafrie 0Z 6- 441 0.,5 --,,50 Dich1dr6din < 0.5 5 ug/L Ether Diethyl Zo 091L. D 0,5 imethyldIsullide, 0.5. -JO ,Ethe'riyibdrizciri6(S4mdnb)-.,- 5 Jugl-,- Eh ,MMaM_late- _ 5- Ethylbedzene• 0.5_ ftnjU 5 LHaxachlorobutddleho- ,S-. �ugL NobUtano,.- 50 U01L196eoplbanzene,, —0.5. 5 Jig/L m-&j'Xv lane L 46thawfiodUa .5 uq/L MOW lsothfoaate so ug!Matbw Meths' y late- < 0:5 '50 001L. Meth yll'Sullide Math .0.6, -50- uo]L- _yl-Te T�R�OMTBE) < -ug/L 01L n-Pr6pylberm- 9-7 fi 5 :uqlL: ne, Naphthalene, - - -,60 --jug/L. 5 "lathylbenzene: 0Z 5 "U91L. 0-1sopropyltoluend' roOanal P 50 iug[L seaBuWlbenzene tort-Butybenzede. < C5 -5 ug& ,Tdtr6bhIdwethen6,i 71- Tetrahvdroftitam. < 20 50 UO/L Toluene Of VO/L—. otalX�Ienss-: � < -1-0.6 - _- -." -9115 _-.uA, t,ani�,,1,2-D1tor6bthen6 --5.; un/L trans-'T.&Qichlorcprodenq:. 0:5 5 R. rg, F S. ug/L TrichlotoilborornbtNine.. 9;5 5 eth 0.5 VlnyleChl6ddef 2 uWL- Page 4 of 4 � 1 SUFBFOL,K COUNTY DEPARTMENT OF HEALTH SERVICES rr GG H.S_ REF_ NO. COMPLETION REPORT — LONG ISLAND WELL VteitNa. OWt[E!t' Ground S+aface TION —�_ft.above sea i :.5 Orfan 1IS7 ft. DEPTH OF WELLS 'OW k(JRFACE flEPrH'TO GRaIiND'YlATER:FROM St1RFAQE, ` Y TOP Of lYElL ;J ft. DIAMETER ate. - DIAMETER - _ - G` t ENCtfi ln, i ft t1EPTltTOTQ['FROMTOP; 6ASIM, ' - ft. 0006f111 TEST - QATE° TEST,aR P>RIt1AA1ENT RUMPi- - DtdtA,TtON OE'SFSF - __. .. days halos gallons permin. SiATICtEVELPitfOStT,O•45T - LEVEtEIURlt�it;;Mr1XIM[lM. R MPiNG in.below° in.below n-' lop of cai;t ft., taP:M casing hfAXIMUM;t1ltAWDOWN apgmctmate'.tink of ret lea to adr,._f level offal•cessatiun.af•pu�apungt R - . :4,blio,USTALLSO h1QiVE POWER MAKE; H.P,.. / CAP.ACrfY_ &P-m•against i it.of diseft0rgo head _. • ;.t1M6fiR.Ei_ WIS aR,ST?+GES - _ .._ - , ft.of total head - oRtiP LiftE SUCTioH LtttE�. ._ . i4 tt V1�` 0NQD8F'6R1LJNG.- `_ 115E gEEK ❑rotary E3 cable taut ,other TVLU cL ART o Teo _ D T ' ORIC' Cfrtsl�NQ9�- ..47CE..Show lag Of welt-materials encountered,with depth below ground surface, Water hearing beds and water levels in each, casings, screens, pump, additional Pumping tests and Other matters of interest.Describe repair job. See tltstrucEions as to Well Drillers,Licenses and Reports.Pages 5.-7. 1. 6'� 2 18.135or7J86 - ' Well Yield: t ,g•p.m. Casing: Type of Material drop Line: . Type,of Material If pl asti c, was torque arrestor used? 3116" S.S. cable installed? ,_ Sanitary Seal: Type Used , Storage Tanks: Size _ _ gals.; Type, Inside material - Type of Tank Drain PressureGauge•Installed Shut-Off Valve Prior to.Tank- Sampling Tap Provided Shut-Off. Valve With Bleeder Line Installed on -Outflow of Tank Method of Disinfection: Well Lateral: - Depth Below Grade Material _ Water Treatment Equipment Installed For Treatment of Make . Type r Model dumber Well Dri l l er's Signature z !�-''yam Print Name l fa -, �tf1(N.0 Print Company dame a h o-r e.. e i 'DO l-i�i%4 ... Yi. .. Mailing Address ( - Telephone'Number - t$ �; � � 1 91 t ---� IS-1359 M66 ExisT.! jEM9Ti 1'F+NAF_ l DhELLil14W ` LP. LP., wa.L W1TE:i O0 T.lfA1NGt�V1F. .. PPIVA7E .P-00C GP DUSL WPM MILL Kkim !=9l'31C7 a f>D•10VE FIR It T/Y�AI�! .rm+ P.RD 1gCWc1.TO-vAL3 Irmt,i CJ 1'B4 C7ttPIDE 71Ll01£ Tliitf10 •1'P �: • PA9T.31m3 {O, '-'rra•t LP liA�,f9'.iD S.DIY- _ f was 7P to c •.L➢ t ip Sp. EnsT Lr14iOFWaRGL'v GMi 1►tUt' - ! :�. ;t VV 6LO %TAP'IX6 w rMtev7roDPlrle lo• ,6 �iNmAim3 f-PCP LGJb'�D..•'$ . IPGfiLa a' faR I .�f.. _ .. ,(, 'a �ti• N6 W KIELL IWTm wit / PRGTila25F004T1 ,�' 1 O L y. P'7C.fi'`�~1 PP.ft :pb' ILI $�SZjl�jl.. � � -.- 17�11L1JEJ �iy7LGf, ; �i.l ••� f' pJfzST. ��(�• , N2ty IV twrTACI ID! ! t m wa.L E�:SA' DlsPa]ALiELZ. Y. ••' 19132� i F-�' 't/06 1p`?Qe 4) 1 FFE P TY LrE ., , - ' ,� ' •�� I I'. . NAVY STREET - I _ '• 8 •'rdi �.';PRNATti4 S` PFUYAF ' Y!'11:'H�TEFt w�yL Iv1T_fi rPJu9T,! 1 RED - - Lp. •�i Y.L+.. PROJEC7i PELZER SEPTIC SYSTEM r - �:1•-0•'1°•-0• zzo roavv srR�r _ OR1EiVT,NY 11957 ,nmt 6M Ru.lsamrm:l:4D but Uo biiyretarl�5so wetly -' .. ••. _ .f ��oo ;l.A4cc_edF.vra Llt mFe.u.•��cpLaRM�xae:i3nM oi'ItN T' a �tlao;T,awucma'x,mnnpuS:JlNi�tp ..�yro�lFRmib ®.gam�csslFprwMDr•..usngs�u.loarF.yHv*+�w D�pWING L� --- ebeu PeP:7+lad aD1E+ur4lkdb)aucaoelFltll�tlMelL y.:ti<f. >�.nIC.M1+6m.6iHallo+tc,N,t p'n ear-Fides la•k+4flGCaa ••eL�, '� dmm ��-aFd anrsdro.taviebxlsa:n,al tie DelrM a:b eraeaxarr.•r.., SiMP1AN vuae 1 Mi1dJe': 2eec-eed i�'lasi'ua6 rciEo�1<icwa.iaUn. !.AeWrpW+MaCvtia w.ew>yiti;.i.aNy'll:nl+.':Mtm pr�tti9': wp u..zan ro-gF s?*��i:.en wl tv wearq awar.o.wdvas P NOTFS m DD! �Caaaiutx,ry tetsti3gb Lt�ve,plccna.¢v.gw-i.ys.lra avmv%eo.:t' aa.?!�+bi e.�oepm•on. atl:'21 oe/sW pal�.i t71D reJ,aaA i�M�+�ri. - ._ _ raavdca•�q�eud gvrdiw-..ti.�:F ra.rw�.b..:*y Dr �ir.pov cr m..prr la...wn lo!m e>�d rf«a.r!vl ti ro.! _.r LNIe. m7'dl.k�FJ amxflnc4dw Caen eJova Wa D 5i P'cLf�fC'tly". v la Lem wr rvr.uolw.M1nr goa. - - 1rp!ai,laR�16e+m4t•P� �!Y Fa ID 1'Fh�ebve�rr I�t�2rt _ yllld TDaur4.id'/4/pat�dgtt4'woYr alas vN lcu%K4rd�_b.cgitP DAIOa'rM,c.TJ�ep Il+pi+a yma bme,3D•ld.uv.co-fit +?iY '•>;. .-' vsr.'Lroxdiucxeaz xL+Itrvle.dec is t-v.,: PAGE:' seam 4ti[oans.l."n!o...e,D�iou d�ln<asc�-wle.sme,,,n:�+axrLaA wuepctgsrsYg Vrl c�W'<a F g k.4b W.t M s.-n U`i*cPienl'� d Md T•+•NI iaw� P ■A� Miga liJc.t a M JIeyXL doJsy 2a,'a,1tL•Ie W prca ib F%9 L4M>!rmu h-ass_l:iO,rDa xabli...3.:R.I!'a eL^a3 C■ _�V O 1 I NI ,ne'rysARa lmi Mil vaarrtoxlvtyoahet J11ai-0—, J turd B d>allwall9lTCf Cc+rf up,aaotald Wiloan dapmee3 7,?+eneayrog�at3ela+.tp,r,and besT.LU.msTa Mei'�lat9 eKtX_L•ru t6Ytbe0.`ne nhj ly eiC R'>•»'qQ{>txL'-g'etaalb r+aha 0oll'tioCu'�camm '. .. C5tea1GlrJdra!'dLO yC�RMe' e:aNibil�IW ls�\'mF^.�•bi V�.•C Ws�j�tJ.rTvel ilea rer�Jtet'�a�idIF�11Y _ ,dy R.l.�xwuaa.wu,biw:«,wrod.F+.smleroK� is.:�.a�+,j. pcaolrrdzc4rgar bonml i:,.t}n,recn,4r' . D.11ra p41et Men Dlcwm dull m a:ae•+DI of O.I feu! DAl$07/20/21 i OF 2 emnr.YYI[MTY I� ➢,T.l••---� bales Ilb kleL fwa4[b+.'G1Q1 m.a�a.pJy Mh b�¢.0 SCHEDULE D BOARD OF REVIEW DECISION COUNTY OF SUFFOLK STEVENBELLoNE SUFFOTX COUNTY=CUTM DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTr,MD,MPH COMMISSIONER June 15,2022 Mr.Anthony Portillo ANT Architecture 1075 Frankville Road Laurel,NY 11948 Subject: R-21-1462 —Property of Susan Pelzer—220 Navy Street, Orient—t/o Southold— SCTM: 1000-026.00-01.00-025.000 Dear D&Portillo, Enclosed is a copy of the -findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the.Board granted the request for variance/waiver with the provisions indicated in the determination. The,gr,,.a.nt'mg of this waiver does not imply that your application will be automatically approved. Itisyour responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very trul Chair, Enclosure Co: Board of Review File—Yaphank Ms. Susan Pelzer Mr.Edward Lyons—Re-viewer John Condon,P.E. 1W.Andrew Freleng—Planning Department Caroline Greer Nolan Revocable Living Town of Southold Planning Department Trust Na.Vincent Bertault Mr.Constance Schraft Mx,&Mrs.Rose N1r.and Mrs.Reinecke •Division Of Environtnentai Quality+Board Of Review a 360 YaphankAvenue,Suite 2B+Yaphank MY 11980 Phone(631)652-5601 Fax(631)852-5825 f + SUFFOLK COUNTY DEPARTMENT OF HEALTH[SERVICES DIVLSION OF 1 NVIROrYi AL QUALITY BOARD OFREyiEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE Gm9son IL Pigott,MD,MPH,Commissioner _F 6ni: John Solingen,P.E.,Chair,Board of Review Subject >J+iii liugs-and Recommendations of the Review Board Regarding:R 21-1402--Property Of Susan Pelmr 220 Navy Street, Orient—Vo Southold—SCTM: 1000-026.00-01.00- 025,000 . . - _ .... --HePirEg Date:May iZ;2022•-- ---_.__-_ . rt--- -- Board IVlembers:Xiaoyu Chen,P-E_,Nancy Pierson Reviewer:Edward Lyons • ,�fafement:ofProbleni:� Residenhal canstn49404 standadd<,regnue t`bat*distance between sanitary leaching structures and pnvste.svells beat leasf I50 feet. The,applicaut is proposing to install a sewage disposal system to serve a siugto-famriy.dwelling the does not conform to standards in that the nearest,'Ieac. structure is less than 150 feet from neiobdJ wells and the onsite well. Residential construchdn standards regmre tlial the distance between sanitary leabliing structures and shall t,prtvat,,wells,t a at least]40 feet. a appliearst ig proposing t4 install a sewage dispasal' systere so serve.asingle-family dtirzIIm9 that does not confoun,to.standards m tbat.:tlie neazest leaching structure is Iess thin 150 feaE'fromonsxfennd.neigllaangs1ia11ow'dve}1s. "nd Pm;ate W-00 System statdards,,regttn e that the distance between shallow private wells and :.sanitary leaching structuresjbe at leasf 15afeet: 16 applicant is proposing to utilize a well to serve a single-family;drelliug that does not conform to standards in that the shallow well is less than 150 feet from proposed onsite and neighboring sanitary leaching structures. 'Finfiiri�.s"ariiT'y+'aefs - - . . 1. The applicant is proposing to demolish an existing-dytelling.and constmct anew 3-bedroom single=family'dwellingon a parcel having an area of 12,326 square feet. 2. The parcel is located in Groundwater-Anagement Zone 4,and is depicted as one lot on the 1981 tax maps. 3. The dW4131 is be g to served by a new sanitary system:consistlA g-:of an'innovative ani : altemat�ve dns�te wastewater iieatmeut'system {I/A,O'WTS)c4nsysftg Of,a-gttli.Clean,CEN 5 troaent system and.s 8 fook diameter by Z foot effective Teaching pools,nth loom for, three expansion pools. 1/A OWTS have mcreasednttrogenremoval capabilities compared;to a conventionai sanitary system{septic tank,plus,leacliin. 4. The sanitary system being abandoned is believed to consist of a single block pool. a + Gregson H.Pigott,AM,Mp4 Commissioner Hearing Date:May 12,2022 Subject Fmdrngs and RecomieudatnofheerewBo ogng = 2 Property of Susan t; Ori Pelzer—220 Navy Streeel, tjo SoitdioZdCTM_I000-026.00.0I.00- 025000. 5. Soils conditions are acceptable, with 4 feet of SIVi.,grade aiatenal:'2 feet of SM/S W grade ma#erial,6 feet.of SW grade material,3,feet of XGW grade inatznal;and 12 feet of,CrW grade+riiatenal.; 6_ Depth to groundwater is 52 feet at elevaiiai .0'_7'as-:per,the,•stibm itea ust hole. The system has been designed.for a highest expected.gcaund atr of elevati 2.0: 7. er coninbzattng azeas.aud source ware%assessiue�ifi m s premed b. : Cam Dresser"'Ihfcl�ee CDP Y P ( Mj ut`20t?9, &5:part af`the Coinptehensive Water Reseutces ;il�anageineut Plan (_ ):for Suffolk Catmtyr ground-weer flaw clZreellon is• vestez7 ; `�wat'ds:Gard�er's;B2g., .. S. Public water is not presently available in this area_. Many of the properties in this area are supplied by shallow wells because a standaiti depll wzu•:With 40�feet of'watet abo+e t12e; well screen can lienstatled due tQ hzgb`:chlondes' 'Iu such not -cases, wells can lie•rriacte, shaIiower,but the separatron disfance:requuecl between Ieaohmg pools'In from 100 fezt to I50'„feet Bdeayse of the size a€:th§subject parcel and the presence°f` existingsirtxctures on.tlias aiid n$rghliorucg pxoperttes a prelI:and s y$Y ent eamnot,be located..on tlie' parcel m accordance.wi :all :cuaent De pa feat separation= l�stance iequirements: � . 9. The well drillers certificate for the new yvel .slto�vs'a total yYelt de ptfi,of 25 feet wztha statze water level of 5 feet, and 16 feet.of water aliove'the well'sereen A water sample talieli September1,2D21 by,the Depaztmen> shoiveii that;watez clualityan the,yveIl.exceeded'liruts for Rerlluorooctaae:ssi_Uppic•i:acid""7 0S): 'The applica�tt,j�as Sq -a proposal foz reatatent for.I.?& 10 fihe propoaed'samtary system,494 s not aneet the 16 tixmiun required separaixon:distances from shauow,dunkuig a titer; elIs,:as follotivst a PPraitafely`8S feet(ft)behveen leaching pool':and thepxoposed onsife well, w eze fi50 ft,'s:.xequitecl Theeieach2n9 pool is Iocated,d'o'wxisixea nfrom Erie well withrespactto the gzo OIL. b. Approateljs 116 ft_between theeaching Pool and the existuag neighbo=ini ; iee3l:. oa the property to the__south(property of Ca=olme Greer 1To1an_Rev6ci6id I;.tviug.; Ttrst),�vvhere 1.50 $- s�rPmaired.. T,lie leach�ug pool is located Iatetally;�from tl wzD�.v�th=respecz'to the:groundt�iate�c fX�w duec'taon, _ c. Approx�ai�1y 124 ft. between the Ieacbmg pool:ani•the exi�'tmg neighboring well ou the property to the southwasc(progezey of:Rosa) where 150 ft~,is:rquired- The Ieach�ng-paol is located lateratty from;:that well with zspect to'the goundwater f[oQr diiectlon. d. Approximately 64 ft.between the leac 9i.,'Pool°mod t ie exiatingnci hborrrig well on the property to the west (property of Reinepice),*Iaete.150 fl: .is-r egtnrzd:, 'The- r Gregsan I Pigotfi,ItM Commissioner Hearing DAte:Nfap`I2,2022 Subject: Finelmgs:and Recommendations of f e IZeV�ew:Board-Regarding R 21-1402-Property of Susa;i Pelzer 220 Navy Street,Orient 't/o Soutlialil SCTM 1U0,0 025Q0-0 .OU 025.000 leaahiug pool is located laterally from that well with respect to the groundwater flow elirectioii e. .Approximaxely 128 ft between the leacbiugpool and the existing;ief a P�ert.Y;across'the streetto Elie rtorfh(property of Beztauif);'tivherL°180`+ft-is ;regwred The:leachFg goal;_is Iocatci laterally from that well with respect to the WO undwater flow direction. 11_'Tlie Proposed or�s�te shallviv dru>lting ymter well•._do.s iue not et the minimum required . ...sapaicatian�s�znces froII1 samtazysyst�m:st�iictnres as fo7lo�s:; . a Appraxunately:83 feet:fram thdproposed leaehu�g peal,where 1�0;feet is recpured, The wz CIA,focated upst cam from t3re_leacbiug pool, nth respect:to file geo water, fIc�w elirec#rari, .. .. b APpro mately 12I feet from the sanitary system on.th-1 ftb the east ro e Schraft) ire; I�Q feefi is zegiisxed_ 'Fire we71 ks 1oc�ted,downsbreatu and Iaterally„ fromfihatsaIIInitary leacldug system wttlrespeetto the;graunelwaertlowdtxection c Appro�aruateIY-'-, feeVfrom.the santwry system an the lotto the west{properig of Remecke) where tISQ feetZs �equtred_ The' well is located upstream,from the#; ssiutazyleac.�ugg'system�wxth xespectto the$zoimdwater flow.du�ction.. _ d. .Approxina%1y''97 feet•&vm ttie satutay systeio on the lot to#lie°south(property af' Nolan Revocable Isivit�; Ttvst) where 150.feet The::veil is:located, upstmarn and laterally from that direction. sanitary system with respect to groundwater flow direction. 7?efermination - ` It was:a 3 to 0 detern&'aifan dfff&'Bo6d to;grartt'_the request for the-variances for the locations of #I e.proposed new sanitary system and shaltow.gr gate well,wi}i the following condr i- g \_ • Treatment for the excess PFOS in the well water shall be provided,and covenants shall be filed in accordance with Department requirements°and procedures_ Afthougl fihe separatEon:distances between the proposed new shaIIo>N well_ancl5ari . dose on neia omQ � - tary system and:; g properties and on>stte are°:less tliantho'se iequrced by standards;the,4n ctdres; have been located m e best'possible locations for prntevtzon of divelhng Fn1l lie served b a;se dt g te= wells; wa The _ y wage 'cirsPasal system consisting^of OA VA OWWT'S, which will Fqvz'.'el increased treatment compared to the existmg cesspools fo 1?e.abandoned, and'R�II improve: Frotectinn of groimdwafer resources The sitz lies so ;and groundwAtio-r coud ttons tbat will pemaif' the opeiat;an of the neiv se�vaga dspoaal systems ;and:t12e proggsal should nofi result` in:any 'degradation of gtoundyvater.qualify. TEIe.$r8nting Of the Ie{ Sted-Vanancels mojt a;formal_approval to corisfruct a ne y elwellmg:oIl the select property:_Rat)etL rt is adetP;,,;n�non on the spetaftc,varsance itqu„stecL based u on, actors totediu:§76Q=..61?,of fbe°5 (S iiffoLk;County Saataiy Co,dz anitary Code). Tni cainpliauce §76Q Gregson H_Pigott,MD,WIT,Commissioner Hearing Date:May 12,2022 Subject: Findings and Recommendations of the Revlew Board Regardu>g;R 21-14Q2�:Piaperty of Susan Pelzer 220 Navy Street,Olierit t(o„Southold SGT';1 ,IQOQ;42 4,-QI'06 025.000 612A(l)(a),th pzopbktl variance is in gei at:confonntty with the 3auitaV Code. The variance should aot m�pam groundwater, surface avatar and drmkiug wafer supplies, and, as such,, is eanslstent vtlth arrteria spdctfied m§�'60 612 :(lxb). The granhna oftlie;requsted variance.vs71 nflt ada�rselp a�ece the cleslgd;af as adequate on sltzw-ater supply 2nd/or sewaga.iisposal-systcin,; taking�nta accotmt sQ�.00ltdcnoas;clegth to grouac�.vQater,°ai�,l.sit�sl.�ectfiG�Ph3's�cal conct�bns,aad °as scteh;`is consistent wig.cnteriaspecsfed�np',§76.4=6I2A(1)(e}. . As pec§'160-612 of the, anit Code;:the appzovaI>of the variance is in harmony with the general tp ose and latent the- FCoc7e to protect grvundwafe r anci d nktug water supplies,surface er..'aud other`iaturaliesourc s,and pubkcheal�th;;s et�r°atidwelf ie:<.._. j - June 15;2022 John Chair of Review *"cote:All teferencm to Artick 6 offh&Suffolk County Sanitary Coda refer to the V00im dffM&I December 1,2020. SCHEDULE C :RESULTS OF 1.` ATER A_ALYSI_S USED FOR APPROVAL O..F'_W_E L Title No. S353845 Page 2 of 2 SCHEDULE A -- DESCRIPTION ALL that certain plot, pi' ,ece or parcel of land, situate, lying and being in the Hamlet of Orient, Southold, Codn'ty of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINMNQgAt ivifidnurn n; —�Stk�dt dWant 19 easterly .1-P the southerly dN4VY feet aster] ..w measured -Along 'Sdidieq � Navy ;Street 'from 'the' couer forned, by the intersection of the s N Ori i' 0 ay RUNNING THENCE North 86 degrees 18 minutes 20 seconds East along the southerly side of Navy Street, 115.76 feet to land now or formerly of King; THENCE South 04 degrees 05 minutes 30 seconds East along last mentioned land, 104.68 feet to land now or formerly of Nolan; THENCE South.84 degrees 28 minutes 00 seconds West along last mentioned land, 115.68 feet to a monument and land now or formerly of Berner; THENCE North 04 degrees 09 minutes 00 seconds West along last mentioned land, 108.40 feet to the monument on the southerly side of Navy Street at the point or place of BEGINNING. PRIVATE WELL COVENANTS DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARA 10 -, made by Cc 1Un Corley as Trustee of the 220 1Yavy St-ruei Trust, ng Sat 1640E 3i00 S Mtllcreek,:CTtali.rl 4106, and CaLn {Eernaid cc�wley, aS Trustee of the?220 N *)y Streef'Trust„"rescditt at 79 t�lest l2'�street, Apt lt)A;;New /rock„ New York 10011; hereinafter referred to as the DECLARANT or (MULTIPLE FEE OWNERS) hereinafter collectively referred to as the DECLARANT, as the owner of PREMISES described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. The DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct and/or approval of plans for a single-family residence,a subdivision or development or other construction project on the PREMISES. , The PREMISES are to be served by an individual on-site private well and the test wells sampled for the PREMISES indicated a groundwater supply that had contamination in excess of the minimum drinking water standard and/or guidelines of the State of New York and contained excess of the following: Perfluorooctane sulfonic acid(PFOS); and A complete list.of analysis results is attached hereto as Schedule C and the County of Suffolk Department of Health Services has agreed to issue a permit only if there be a record covenant that the necessary water conditioning equipment be installed so as to meet the minimum drinking water standards and/or guideline of the State of New York. 2. The DECLARANT appeared before the Board of Review requesting a variance from the Private Water Standards and the Residential Construction Standards of the Suffolk County Sanitary Code to wit: • The applicant proposes to install a sewage disposal system consisting of an innovative and alternative onsite wastewater treatment system (IA OWTS) to serve a single-family dwelling that does not conform to standards in that the nearest leaching structure is less than 150 feet from a neighboring well and the onsite well. •The water quality in the well exceeds limits for PFOS.The applicant will submit a proposal for treatment for PFOS. and the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated June 15, 2022 attached hereto as Schedule D, and made a part hereof, C.e• prc>vEded a covenant is filed,t e DECLARANT,its successors;hetis o ss}gns, gre * Sa�� Ttiq f h'144 been �ormt�h infar r+/i vos T�s� �9lee�,PaT o��ec! S��eml�,� �� J0a0�� a.)The DECLARANT, its heirs or successors and assigns forever, agrees that no structure including, but not limited to, residences and commercial buildings upon the above described PREMISES, will be occupied prior to the installation of the necessary water conditioning equipment to treat iron so that .. the water, when conditioned, meets the said minimum quality standards for drinking water of the State of New York and evidence of the same is furnished to the Suffolk County Department of Health Services for their written approval. b.) DECLARANT, its successors, heirs or assigns, further agrees to hold harmless, indemnify and defend the County of Suffolk, its employees,offices, or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the subsurface sewage disposal system. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants,tenants and/or lessees of the above described PREMISES and shall, by their terms, subject some to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shalt not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be. construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and` federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the-time such laws, ordinances, and/or regulations may thereafter be revised,amended,or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk,State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk,to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7.These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT. its successors and assigns. and upon all persons or entities claiming under them.and may be terminated,revoked or amended only with the written consent of the DEPARTMENT. 8. if any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid,or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. 9. Local Law 432-1980 - The DECLARANT represents and warrants that they have not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. Canto" d haw'.; s Trusfee-.of the 220 Navy Street Trust BY '�,.�n Berntt, • '. o. ley,{Trust'•e: Collin C wley;as Tr ',-tee of, 'e;220 Navy Street Trust By I ` Co-liiCowley;Trustee - . _. . SfAI`E OF NEW YORtt'. CQUIUTY ss: On thday of i in the year 2022,before me the undersigned,personally appeared Colin.Bernard'Cowlev.cars'tidily known to me or proved to me on the basis of satisfactory evidence,to be the individuai(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the same In(his)(her)(their)capacity(y)(ies),and that by(his)(her) (their)signature(s)on the instrument,the individual(s)or the person upon behalf of which the individual(s)acted,executed the instrument. Thomas J.CaMrsse Notary Public-State of New York No.01 CA6141338 Notary Pali Qualified in New York County 10t 17,omr6isslgn Expires Aug 21,202e *STATE QF UTAH COUNTY OF.`�•1� ''••` �_SS:'*' t Qn thetlay of •in the year 2022,before me the undersigned,personally appeared Coll�ri'Cowiey.'perscnially known=to me or proved to me on the basis of satisfactory evidence,to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that (he)(she)(they)executed the same in (his)(her)(their)capacity(y)(ies),and that by(his)(her)(their) signature(s)on the instrument,the individual(s)or the person,upo ehalf of which the individual(s) acted,executed the'nstrument;,and.that such individuals)ma ;s cF appearance before the •, , undersigned in the" ' ►`: (add the city or political subdivision and the state or country oroiher place M v o_le;gmefifwas taken). CanrtL�Oaf121766; % • kryadrioh.lan£�ei 1io�obaS03V?S; _ AMP Architecture Address:10200 Main Road,Unit3A,Matti tuck NY11952 Phone:(631)603-9092 Design + Build ~-== October 24th, 2024 Southold Town Building Department ',�• 54375 NY-25 Southold, N.Y. 11971 OCT 2 5 2024 RE: Pelzer Residence ' ;i 4 ; 220 Navy Street °'! ,-a r•� ,s ; ;-�° ` . Orient, NY 11957 SCTM#1000-26-1-25 Dear Southold Building Department, Enclosed please find the updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: Site plan: - Updated shed to remain (filed under sperate application) - Added new raised generator - Updated water supply like - Updated raised AC condenser location - Added accessory structure requirements table - Updated insulation table First floor: - Added crawl space access - Updated section &section notes w/updated insulation - Added additional raised AC condenser Second floor: - Modified closet layout Updated Pages Include: - G-001 - G-002 - A-102 - A-103 - A-201 - A-202 - A-301 Page 1 of 2 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 Page 2 of 2 / \ --------------------------- / .-.-.-.------ EnSi. -.-. / _-•-_-_-. ---------------------------•�•-•-•-•-\•-•-.- -_� -.-•-•-•-p�YE1L-•-•-_ j -------------------------------7--T----'---'--------- .-- -----------------i---------- i i P�Dosr. / I I I \\ •I 3 YnL / PROJECT o LOCATION I j / SCTM g1000-26.-1-26 \ DWELLING w/PRNATE I / ! WELL WATER \ / ! ! SCTM p1000-26.-1-22\ I owEN HAReoR SCTM g1000-26.-1-23 I DWELLING w/PRIVATE I DWELLNGWPRNATE I WELLWATER \ j I,! I weuwA ER I \\ 1 LOCATION MAP GENERAL NOTES ---------------------------- i I ----=-=-------• 1. AUMATERJALSAND�OOSOFOON51AUCnayswvJ CONFORM Tonr STANDARDS AND SPEC90,11 s°FTHE _ LOON.TOWN OR VI-GE M THE S'FFQA W'ivn DEPARTU?- OFHEALTH SERA 3AS REOJRED. a� EEXXTENT ET-MANHOLE.XIST. I \pEIP \ !I 2 BOJNDARY•ANOTOPg3NRECWFORWTIONFROM S'RVEY BYXENNETHM'NOT'OFJIT LAf04JR1 VG LAX) O 0 I SIRVEYOR DATED APRIL I0.Nt AND SANITARY PLANS BY AMP AMOTECIDRE U.C.DATED FEBRU4RY I 2022 I SEPTIC I OgpOA TEL_Tj \\ I MAP-ARE REFERENCED TO THE NAVD W OAIUM Lyp ! REMOVE PER SCOHS STANDARDS ! B PE CgOMCTgi SfIALL RELO VEiUFTTHELOfAPONAIA OFPM OFALLVTWTIEGPWORTOPIE WMAENCEMeiT OF PROPOSED QB xz DEEP I , I WORIL THE CCNTPALTORISADNffDALL SUBSIaSACE IIPgL,MPm SRIWN ONPEBEPWNGIS WNCEPT1IPLAND j j I i i LEACHNG POOL ITYP.OF 51 I j 1 -.-.-.-.-.-.-.-.-.-. I IWJST M SS'AREDAOFTID4(CLFIDET FIeD. i I I 11 .68 ) I 84'28'00" W PR.- S 3- I a ABBNPWJM TEJRAnON OFTEN1R NASEANE2WTA1 Tr INDHES BEMMJIAWm BETYEEN WATERUNS STORK ORAVUGE ANgm SARTARY LOVES mSTRJCTDRES W i I S PE WPPACTgi SfIALLBERE5FON93LE FORSELUPoNGPLLNECESSARY PERWTGBEFgECD!A1ffHLWG WOWL o SCTM g1000-26.-I-21 •..._._ ...___. WD FR. O 5' _ __.__ I O t1.. IFAwwO GMJEYS DWEL NG.1 PRIVATE I S. ALLUNaJRA%EMATEiBALAN003MS SHALLBEgSPOSEp OFI`IACCOROPNCE WRHTOWN WJNTY,STATEAND I SCTM#1000-26.-1-28 I I PJOBT.srcREMwm Slim - o;_ _ i WELL wniER I j A�AAT�Eq�ALsuOWFSF9T�E OEa�BsRALNIWivoMr eE�auwENTRoa y �R_SPdVaIOIE FOR dSP°SIN3CFALLINS'JTABIE I I - 0A NAAOO FEa o - ',DRYOW'LLM-/RNATE ' �-`_j"--'---�TTj ALLPA B 'JCNREs S4WSD' MTEV`ERAT'Rmo�LLL ER &.DG.1 r,n. t r, Im. ___ TRANF`ORT.ANOTOALLOWTH'c STTRILTIIRETO VAMSTANOMSHTO H-2OLDAOING ATTH'cWVERCO^UDOYi SHOWN l sT' I OpO� (n : PROPOSED I DISTROTUTIONBOx PROPasmeexz '-' ! I i ! PROPOSED VA F11J7 MEAN USA _ 1 wasTEwATERTaEATMEHrsxsma �CsBGPPOOL,oN 1 sr-} rF°S''•' I II s SPPBTARYARVET°STRBEESSOR35NOWASSPEOREUMMANSS�/23oAT STREJiGM WN'SiETE MODEL CE" s' 0 eN Im.oFs l / I T-'-"'¢"..::• \ / 1 I ! D r f0. OgNJGCONTRJWm,EROSIm MDSEDWENTCgRR0.MEAYJAESTOBE'JINUZEDAS NECE554R/TOPitEVEM PE NTHI! ST-TIDIMFGrtio0FF5RE AREAS S,ON CONTROL E:ASURESSHAU,ENBIHODSAND MATS EMTcorm I I Paorosm ELECTRIC sErmcE I I of I LATHE wsruunmAnOMMNrDurcE OFwoslon amaaLMEAwIEssHULcaEgNra mElEW rgBT I I •mil/'b - ^`� TD BE PLACED W CONDUIT �D a j EXCAVATION INSPECTION REQUIRED GMDFLNES FOREROSIONANDSEgM14P COMROI'. •rLs j 1 ar SAY' EXIT.WELL TO BE § C0 �u I FOR SANITARY SYSTEM I I � ABANDONED PER _ _W,ROP. 1;BC 2 p FUJI CLEAN USA ,I m 11 . aNiEn.sA oeTERno�NE°BY STPNOARO-WiOCfORTEB PACIEDTO?5%NAIW1flINOEN:ATYAT THE CPTIMS,IMgSNPE \ SCDHS STANDARDS $ i STORY WD. FR. CONTROL PANEL ! BY HEALTH DEPARTMENT I j y 12 LOT PFFti 123J62SF. \ DWELLING: To CLEANUSAMAC-R'ANBLOWER ! I { TO BE INSTALLED ON A V P.C.SLAB I •I r \ f3-$El]RD.OMSYT ,off- 6 ANDTO BE HARD WBUDTO WNTROL 13. PE�c M'c NO WETWO3 WIifLY 31O0FTIE PriO°ERTY. \ F.F. EL. = F3.8' PANEL ISEEDETALTHISSHEET) j I I �z °.rmi0uR5 _ S 'e--' PROPOSED VENTTO BE I j j m I SCTM#1000-26.-1-27 \ 1NAE �.- v TERMIMTED ROUGNROOF I DWELLING W PRIVATE PR o U-nm w Nee w¢L;MOL _-.- .- PPLY I I rO MAmrAvy u'aW.StyARAnm PROP.WATFR ._.__.3Tbav WRNACHARWAL FILTER . WELL WATER \ yRa1J BueIDNO PounDAPms PROP. LINE FROL� LL ! ! / wELL F�0 STNGFRAME al SCTM p1000-26.-1-24 I / I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I \ OWELLNGTO BE cAs�iQI 2 d' °WELLNGw/PRNATE PERMR FOR APPROVAL OF CONSTRUCTION FOR A I I I DEMOLISHED ! m WELL WATER / ---.-_-_-_J - 1----- / -.--_._.----- SINGLE FAMILY RESIDENCE ONLY L-------------------------------=----'--------------------------\ -------- LT.sA wl a.sr --. L.------ - �-- PIBOPERn uNe 115.76 -4--'---------'-- / \ 86'1 '20 E $�$W �_ ; DATE 125/22 H.S. ^ND. R-zt-14o2 ---- Abandonment of the existing sanitary system mus�be in '3 conformance with the Department's requirefr)ents. APPROVED /. ../r rN I j FOR MAXIMUM OF 3 BEDROOMS \ Submit completed folrtl W WM-O80 as pyoof \ I N A V Y S T R E E T j EXPIRES THREE YEAS ATE OF APPROVAL \ I' L.eDs?rws:�'. Dean war>vP l",eemr LAIN Remeea./ S mt P.E.nr Rw ceN Tim Tor/ . \ me 1-1-a,d Fms .1 Pf the 5ewafle ynan.I spmrn APPROVED IN ACCORDANCE WITH BOARD OF \ glOi1 \ use Fnrm AvvrAaTs / REVIEW DETERMINATION DATED 6/15122 \ I3A9x ---------------- \\ EbS, / ------- - \ SUBJECT TO COVENANTS&RESTRICTIONS LIBER \ --- ------..-.-...-% P0.GE_ I 0/-WELL \ Exlsti / I •\ j SCTM d1000-26. 1-1N DWELLING wJ PRIVATE \ I '•,LP,% // j SCTM//1000-26.-1-127 \ I WELL WATER \\ _ I \ \ SCTM g1000-26.-1-12.2 j \ I E)�fi I DWELLING w/PRIVATE I \ I o WELL I WELL WATER j \ I I j TEST BORING DATA TEST HOLE DATA '\ j I j \•\ HEALTH DEPARTMENT APPROVAL STAMP I I I \ I SITE PLAN i Est: SGI V-wl ! I I j TTNIROI NN TTHE ROOF.NAlED I I I AO siT I � f.Y____2 4r Gw Flc,'. 5' ma.TOT I GY TZ MN EMN ' WATER°3RPL5SPCFRAMEAWVERWIAPPROVEO WATERfITTiT RA51ICFRAMEB COVER GRBON F6TER W/APWiPIED LOCFINGOEVILETO DEVICE LIX]ONG OEVICLTO WEIGH 60LN.MR ORSEWIAMY WD(i1 alLB4.MN OR SECOJDARY �9122 SREVISIDNSCDHS MENT6 sAFEn uOsrOEVICLsTOBE RADOM sMETYLDSIDEMLESTOBERMADED ' FROWDEEN°GPTYPELEVEUNG TRAFFICBEARWGs P.\EOF NEW) •I DRICESATOUT ETS Ran aepgveCOYCmGm Ent-11.P.0 Il ll.0.m4Va New �'� j05EPN C P� F.F.8_&B CEM- fPVCVJASTELWE WNLAETE 610CROSSOVERPIPEP ofAAgsAra YohSaEOAmL.-1a5.3avmi309.foartylwrsmWen oy� RTgIKINCHPERFWT WVER (iUJIE ELF7.7 �wBOTTOMFLr EL 0 fl0wIL WUNEI..EL S9 INV.ELSTINV.EL.S5zVENTTOVI-SWL / 'AA.AtY'I1x ya SLMTARY WAS nE ELa2 INV.EL SO yoans �n11RTCHINI.M]1PERFWT t 5 r ! E Sa INV.EL i5P NCWASTEUNEI ruv PER- N ELa.B EL1 ' ISi.1I UPMNI sMry sovm-TERS.C.T.M.:D 0110 SEC.26 BLK 1 LOT.25 412912022 --------EL2oRDiesi EAVECTEO CRWLMATERELEY. -------------PROPOSED VA FN CLEAN'WASTEIYATER P0.YL01(NRgWDSEPTIO-------------- ALLLFAOUrvGp00L5SHayJ-BERA- ACCFPTA&EIFA- SOLSAS ! SadI ASSHOWN Condon Engineering, P.C. PELZER RESIDENCE . TIEAn.ENr 3YBTEMMWEL CFJ+s g5TPo8UTI0NB0%CR PROPOSED LEACHING AppBpyE°BY TIE SCOHS.WTHE EVENT POORIEApaNMATETBALIS aPPRwGD Eawu ENWUMERED.E%GVAPON ISTOBE CONTInuEDT05:ATPBLE MATEWAL ANp 220 NAVY STREET I/AUNITDETAIL DISTRIBUTION BOX DE TAIL POOL DETAIL gppyyEDASOEARIDCRPNGRNSMAYBEREIXARE°. 1755SigsbeeRoad Dlnvm by JJC Matttuck,New York 11952 ORIENT,NY OF SANITARY SEPTIC SYSTEM PROFILE Date.313012022 (631)298-1986(631)298-2651 fax NOTTDSGIE I www.condonengineen'ng.com SANITARY PLAN 2 CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2 2-I/2'wNnunmry FlPE C(LY\IBER V°Inme(pl) PLEASE PROVIDE WIRING DIAGRAM TO UCENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS sau aAETIE a Smlimm!anm Lb amba 277 IA COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). -a� Awaobi FFatnaim Chmm�a 213 '-10 z'-7�' '-0}•� Aa N.Ceea Flmtim CNamba 137 PLEASENOTE THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE PLEASE oRaAAna Sl,caee( ber 63 CONTACT YOUR DISTRIBUTOR FOR THISAND OTHER ALARAMCONTROLLER UPGRADE OPTIONS "' U`T P1Pd° Diaivfmim mamba d ® NEenON Taal\'°lame 749 crun9Oa(�navu) _ a'MET PIPE •OUTLET wPE SPECIFICA'HONS TRN2 N 16— 4 \ Anal*ic MN a I'P I PE F,IIinS Rare 3'_°: C-�a !- Board Ts' AnOb..Nledw P\'CIPP/PE Eilline Rate la•: 4--J -06 Aaobi[Muria PP/PE Palms Rate '716 1 L-r--r----T---r---r--;----Y Blower 2.80n uFmTT_ Tl k FRP (D h1mg PVC IPP I PE 1 1 ! I 1 1 1 ACa PlamiclC..I— - Om fedenT( enan Cldaaine TYblets ' Nu w>i^I�r 1 L__ ' rLOwAD�v-�uM1n'!bl(M BAFFlE e n•Ni aTAIQ 1 waaclmo , �;--1 casuvlvc mPcawcJ 1 � -----------------)`------I°°R—`=• 1 BRA-0 O13W HmTECBRI O0010 PROIR an PLAN VIEW 1 I I 1 AA91 U I I&MKCT PA0ILEB 8f ODERS •uuauE l 1 AVD,M 3E S7FD ACCI&K TO PIRP/IpiOR IB-uuaxaE(rw) 1B'uAxxxE(TYP) 2A•uannalE(Tw) naNFECnON I______________i I UVIIFACNR@L Sf£Cf1G➢lNi cnu!06R(ronanu) w romwc wa p 1 12• TACT'N.'A rta®+ A — uuP e 0 TRTIL rp 0 EXRRUL.CO>&GYE.'05(COlff9�R N/(R PJI0S)2AAIIH BY OTHERS a ou Y0 141i ff U:.APF ECO W—AILT�TEMD R➢PS O ItIOA err on TEMPERATURE RATING OF FIELD INSTALLED CONMEIRS HJST BE AT LEAST 140 DEG.F. (60 BEG. G). TER4INAL STRIPS AND GUN LUG USE OWER EMBUCTORS OILY. amc umu CnKCT,WBUND LOG IN,PANR TO A SEM EARTH GROUND AB m Asvm.r BASHED LINES REPRESENT FIELD VIRINL FIELD VIRING SECTION SECTION A-A VIEW SECTION B-B VIEW �.Fu)iClem USA CEN-5 Structural Drawing SUFFOLK COUNT/DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A m'ioe,l SINGLE FAMILY RESIDENCE ONLY I�Sm.I a DATE 1215/22 H.S.REF.No. R-21-1402 ANTI-BUOYANCY APPROVES CALCULATIONS W/CONCRETE FOR MAXIMUM OF 3° . BEDROOMS ' pY05 L0°P0�' DEADMAN _ EXPIRES THREE YEARS FROM DATE OF APPROVAL TAN%AND SECRETo >� ilAl-HUIXIESORAN M4TEF14LR!oPERfIES. I s+Y A°PROYm EOJAL WATER. 7.1@GALAF d3 UYGAL 624LATF 12%.N.1 ODNCREIE:DRY ISDLBIS SUB6ERG ' 2eLBICF fi9onl SOIL DRY t0 UL SATURATED 117m NET.B3LBrt.F POLt2D'K 2P DBOK He's S£iuRNBJOq.E NA DNT PART 40.3017-20 zvx;gHItlE3TE%PECfED GFWAOWATER EL 20 S!ATEPIAL-HOPR BOTTOW OFTAN(EL t.i DAT2?l17/D5 - SS HAfmWA%AND S'dBtFERGm DEPTH 43 ail5arb.1�i'ixabsEa¢Amta.wau, FASTFTfM m%SEANOEN5 TANKEAPIY PTEff5TRE1NFgXID Teat S WARE FOOTA[E 34915E COl5 x. TOTALB'Jf!YANCYAT S$VER510N DEPTH 30.9d SF%43%62d PfF=�91B D EPIINAN 6%1.4%Wfi6 �b PREGST oIYCREf E DEADW Vt P°°^' Rol ••¢� NTo OT WH(i1T:86%%SDLB�6=9W LB TALLvBCF NET WDGHf SJB6ffRGE01N WATER 6rF X67.fi L&LF•62fi LB smpaalm wR SCAL IYEIOHTAB0VE00NCRETE DGDMANAT FULL SUBM1IERSION jBA')'. nssml ; W 1'-6' OEMMAN SURPACEARFA'.6Ff X1.a Fr=9SF FUJICLEAN CEN 5 ANTI-BUOYANCY DETAIL ZT'= .5a5x6 I a ANT4aJOYANc1'GLCULAnONG raan�+ss AN14&JOYANLY Y OF II"IIUBRH 435II-5M N DESITa1 BJOYANCY OF TANK(SJBVERGm 43)a-!9 LB POLYLOK 3017-201-16 20°ROUND SEPTIC DISTRIBUTION BOX DETAIL N ANRBUD AN YCf DEApk W(2)525 BX2=°LDR LB NOTTOSGIE NETANI{d'JMANCY OFSgI(2p d,1&%2=.a5641a TOTAL NETANI4a'AYANCY IO,Difi LB IO,DTfi LBI-S79LB+516%>17J965�NSREOJIREM1TEfaT ISEEDETA4TM$SHEEn vlsuv BEAGx HEALTH DEPARTMENT APPROVAL STAMP Niles FlNSHm ST—ERCRENDPLUG SPATE 0!OT!IER aNmvaleY b/9ie Bemid mmmaza(Eqm�' OaADE SJTABUEC amr°mawNNeNmmd Demi[C¢o (NECTaew L¢sElamd iam; •TNe ECwO Neal n¢ressa(Imm mYpayi P EANNENAX%oOMR0.PANEL feeslwlM tl¢cNc4wok sk[wn minese • Rawngs,TAe m,wada w0 ermgefeal m�timr en°seRsea Fvalln,9wnes FNLE Cf I Ewa aia rs 1¢bx Ienea ae!°Ne �� [rmwm Na[YTTYeammmevuk o� '� d'wCPwE 'M!om—P—°^s!aoo7d6reaY ELECIPoCNAIm CONIR0.T0 BLOWER REVISIONS Lame4Te.Yes waNbe eq•UHpe°wN e pA as•ELeows mei1Qe°metlsewe; 110°a"�°tl U CLWFONCTOOYAs OF NF �vlialoAiPmm maampmm'eem; EKTET4M_m 'tF. C PJNCIIONDO% •FUNK nd'mmf,awswwa e9aP[¢mmd B&MGRADEINA a1AAP BREAXDa DaomeP®aedh CaWm En9n¢mn9.P.G Alsaedmm dme Nex tip.OSfPH O �q ammtrewesas mowin Nose Ramgi A9 SF(WN4.ERBOX � NAOFAIR BLOWER YVRSme EwrnmLax.AWtle 1d5,5eNm7AR Iw�m�pMCn�v tG2o?1 'f pangs mwtre#es ae l°belAtleLL TIw 12AWG LE W RE IN 3•C aalg wile Ne dr¢om malame".jfsmtl E d'M SIX F''O' 9tt9lcpm9saela Gal,mleO aMgwrbeO we SO!9TC N YIEATHERfE515TAM LaM 6a.e/a lotllw a,rynenmmyvaj.Il m Yen E¢eIIn9Na seldm � ,t a au6lrcewNlne NEG anf t°c1 ElaYIc F1RROS�IRE SDPPIIm E�nwr.ANNan.aLVN6weraisall ..alem9E1;1 C r. Was BYMAWJFAT.AiEi Wd,tq,elwwSwaye tlUlawalama Ymtrsbe seYlww Nanmaem �'a CIEANOJTDETARFORAI ASNOTSUdECTTOVETaOAARTRA%FIC 'AlteaYq•frlawOq M1YnevTeAe snGNaEatadsuM Alealms,aM �. 'N wltl,m0°,4dbaea.lwelmbaxes.mY ELECTRGL S�pPLY FRdtI � a Wea!,c�RwkmdNaalleakan �� D619I2 �_ SANITARY CLEAN OUT �Bv°�° BW DNGWUNE EGPAN �P27FFSSlONp� 9%radce nag wmrwvd leeeaieusa ^-ONTR0.PML]. 1'coNG2'TE 61AB S.C.T.M.:DIST.IGDO SEC.26 EIM 1 LOT.25 412912022 •v ems Nmm¢ae a oa naNaJ m weNe DETAIL AT BEND Radel,m%a; ELECTRIC RISER DIAGRAM NOT TOSCNE u Condon Engineering, P.C. PELZER RESIDENCE FUJICLEAN CONTROL PANEL AND BLOWER DETAIL S[deASSHOWN 220 NAVY STREET NOTTO eCA E Draww by'.JJC 1755 New Y Road Mactituck,New York 11952 ORIENT,NY OF Data:3/30/1012 (631)298.1986(631)298-2651 fax SANITARY DETAILS I xmv.condonengineering.com 21 S.C.T.M. N0. DISTRICT: 1000 SECTION: 26 BLOCK: 1 LOT(S): 25 C%TCH BASIN NAVYRESTET , EDGE OF PAVEMENT Ip U.P. 115.76 o — ' OU.P. N 86o 18►20►► E 191 .32 EL 5.6 i z N ►•�. EL 5.2 � Fy @ I o v7 �+ -La ZONEN ZONE AE(EL6) ZONE X PROP. o-I� o WELL a / O p W3.6' '.w 13.6'': -� :•:•1.•:•;•'•'•'•' . 00 34.4' rr'1 .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.. . . : : : : : : : : : : : : . . . . . . . . . : =: : : : : : : ::,: : : : :::--..:.-:: . . . .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. : : y FOUNDATION:•:•:•::•:•:•:•:•:•:•:•:•:• Fy o :•:•:•:•:•:•:•:•:•:•:•:•LOCATION : : : :: : : : : : : : : : . . . . . . : : : : : : : : : : .� LAND N/F OF �" 1-22-24: . CONSTANCE SCHRAFT i' TOP FND ELEV 7.7: . . . . . . . . . . . . . . . . . . . . . . . . . . : ' :28.0'. . . . . . . . . . . . . . . . . . 33.1 '. .. . . . . . . . :cn . . . . . . . . . . LAND N/F OF ' 20.1' MARIA REINECKE 0.3'W w � m -P 00 O � •10.3 � •_:: c� Z o. N �' z10.0' 8.3 EL 6.3 . w z SEPTIC EL 6.5 M.H. .. . 6.5'N 0.8'N 0.2'E 115.68► S 8402 8 1 0011 W LAND N/F OF LAND N/F OF DONALD ROSE CAROLINE GREER NOLAN Too'j�r/l REVOCABLE LVING TRUST F NU. LOC. 0 1 —22-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103C0068H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 12,326. 17 SQ.FT. or 0.28 ACRES ELEVATION DATUM. NAVD88 --------N—� UNAUTHORIZED AL7ERA770N OR ADD177ON 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 SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI TU770N, GUARAN7EES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARA117FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY ,.�.. . LL �- SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO. SUSAN PELZER; MAP OF: I+Pn _ FILED: ' `a SITUATED AT: Y 4 ORIENT �`-� • � TOWN OF: SOUTHOLD � �' '�} .0 s KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ��0 060882 Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220-89 SCALE: 1 "=20' DATE: APRIL 10, 2021 ' n�= PHONE (631)298-1588 FAX (631) 298-1588 N. Y S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 26 BLOCK: 1 LOT(S):25 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date,__12nor24 H S. Ref. No._.-_--_-_ R-21-1402 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF_3_BEDROOMS. / _ �,yam. CRAIG KNEPPER,RE.,CHIEF Office of Wastewater Management CATCH BASIN STRE�� NAVY EDGE OF PAVEMENT O U.P. .z 191 .32' �u.P. N 8601812011 E 115.76' im — RCA iz DRIVEWAY,N O io WELL av O WELL 4CONC. 2ND FLR OVER I� o �-- STOOP O ZONE AE(EL6) ZONE X U1 m O 13.8'.:c1 o ,.5.8' z 6.6 ..COVERE � a � O ..... ,,J P RCH � - :......................... a (A ::::::::::2 STY FRAME* "-."-"""':6:4-. °7 SCREENEDy LAND N/F OF DWELLING #220 _ ORCf CONSTANCE SCHRAFT i 14.9'� ems- 34.3' LAND N/F OF 20.0 ® WOOD DECK W W MARIA REINECKE RAISED PUMP A/C C.O. 0.3'W I.A. S.T. SEPTIC LOCATION 3? O D.B. O POINT "A" "B, j M O L.P. 012 IAA S.T. 25' 32.6' o m D.B. 29.6' 37' 4- 0M,:.o... L.P. 26.6' 45' r*' RAISED M GEN. Ln Q6 0.2'E 115.68' S 84028'00" W I LAND N/F OF I LAND N/F OF DONALD ROSE CAROLINE GREER NOLAN IREVOCABLE LVING TRUST FINAL 10-14-24 FND. LOC. 01 -22-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP 36103C0068H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 12,326.17 SQ.FT. or 0.28 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 SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY <-- OF NFw CERTIFIED TO: SUSAN PELZER; MAP OF: P�F \ W0'L- C) F FILED: G 9 SITUATED AT:ORIENT r O ' TOWN OF:SOUTHOLD 0 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 2S 050882 Q� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220-89 SCALE: 1 "=20' DATE: APRIL 10, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ` /--`` / `-' ' ` � 8 U � . ' � ' ' (2)95'FLUSH HDR. —_--__ ___—___ ----_ —__ ----—----—--—-------————------- ATHROO n I I _ LIH' CLOSET 2EFF Ic I HALLWAY BEARING WALL `95 iL'VL H 2Jf„9�"L S Ir O W 95%;PLUSH LVL.HDR.�] CLOSET 5 CHASE y INN 2 CLOSET 4 I I I'---.� U I I I I D13L POST TO RIDGE ��j� DBL POST TO RIDGE _— — — ——————— ——————_ I A.H. I l—_ f3:'j- ,z13'R(D6E%:: --- _-- - - I---- ———————————————————— —————-- q, of V ne 17 ne � V I I EDROOMI cv e, BEDROOM 2 n BEDROOM 3 tt 0 a+o n I I I I I ' I I I I L—————_—— 'OSED SECOND FLOOR STRUCTURAL PLAN PROPOSED ROOF FRAMING PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4" MRp_ppE �I3M- - -"x10•B fib - - - - - - - - - - - - -+ 1.o W J - - P.v N 1 p `DROPPED"BN1: 16 I LL LL - - -_- - - - - - - +X® - - - - - - - -_ - - _ - --_ - -_ - - - - - - - - - - - - - - - - - - - - - - - Q a 77 — — — — _ — - - - - - - - - -'- - - - - - - - - - - - - - - - - — — — — — — —, - I � t I �_� �a -N 1 • . I fl O p 1 r ;x I q'"IV2" q'-Ily2 q'"IY2 q•-IY2" q'-I(y2 I »I 4'-IY�° i' I _ I 1 (3) 118IS"LVL GIRDER r r f 7 r c' I •[ i � -I-�-� ._..�_— _ I i (2 11.8'f5°LVL GIRDER L — -I (2)11.8'f5°LVL GIRDER L � T� 2)Ilb`15"J�LwE�R � - 2 GRAWLSPAGE I U l I •.. I GRAYVLSPAGETX x L _ — I .� r — — — — — — — — — — — — —{ _ t'3)11879"LVL6Jj3DER IIB'75°LVL GIRDER �— _ C3)_It:B"15�LVL.6IRDE�Zr�' ' 1 (3)II.875 LYL:6IRDER;. I - r — — — — — — — — — — — —MASONRY PATIO 1 I L — J �Oj L — J z •• I ABOVE I � 2 -. I � w U :2 .•Q• •• :❑: — — — — — — —C (2)°II.B'IS LVC; All — �f:�'�..-•-r^^ e 1(2)II B IS LVL6JR_DFRE 1 F - - - - - - - - - - - - - - - - - -- _ — - - - - - - -1 I L — J(2)ILB�s°LVL6IRDER � — J L (2)118IS°LVL IRDERi . I I -�u s I •: I PROJEC N 1 _X.i I r MASONRY I L _ to J I STOOP ABOVE 2; - - - - - — — — - (� F- - - - - -_ - - - - 01 b'-4" DRAWD PROPOSI 51TE PLAN HATCH KEY: 51TE LAYOUT NOTES: CL 1. TH I5 15 AN ARCH I TECT5 51TE PLAN $ 15 •�* PROPOSED DWELLING _ Dr-LES a SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION - E I ` PROPOSED DECK REPRESENTED ON TH15 51TE PLAN 15 TO THE •* f- ARCHITECTS BEST OF KNOWLEDGE. Ld W WJ 0 2. 5URVEY INFORMATION WAS OBTAINED �� w y � l FROM A SURVEY DATED APRIL 10, 2021 N AND PREPARED BY: = Q +' L0 C KENNETH M. WOYGHUK LAND 5URVEYING 0 Z 0 N.Y. STATE LAND SURVEYOR LI G. #050aa2 V • .,,. .^ ''' 7 ,_„r, _ , r._ �. e ... . __� ° o P.O. BOX 153 AG2UEB000E, N.Y. IIa31 ,2 is t- .`. i.„ r ,. 1t3t:5�A.' i- N�/'� I (63U 2aa-15aa ♦ 22 I µ 64' F«r�hFk. 2 ` 025 n- 0 w N 127' 1?,1 2b c is 1�^ N O c� .tNy a 3� ��r Lo Q O G O N 7 . L 0 W �I W II I { • ` : 2 132 �� i NPJV� FJ% t rVY 3G.1{ 71A �Jl - --J • - x" I -1 :II i' EXIST. SHED EXIST. z U TO REMAIN EL=6.5' �; f s� r I.�7 " - = 1 I 1' a.1 !' � W II (FILED UNDER SEP. APP) .ix'"' gei'. '3fl 584°2a'00 W ' � r n v 'OENERAG' GENERATOR zci K _ {,i T it _ 0 PRO o D ON A RAISED , tie �' + !� v IT ,. 1�7>;1«4', {�r, - __ ".o�` t P SE W �.,.. FEL=6.3 CONTOURS I CONCRETE PAD HOT ` t W W -'- IO•o' FIRST FL. LEVEL MIN; SUBJECT PROPERTY 2:, W ► MINIMUM 5' SETBACK N { FROM REAR AND SIDE O '2) EXIS - _�!O PROPE?T LANE LOCATION MAP Q N SHEDS TO j E NEW F.E. �° C� O REMOV L P O SCALE: NITS W NEW � UJ w - VkiEL l I FRAME NEW L.P. O �A(5E <E® � : Q O ( Cp DWELLING TO BE a D.B. �P - � I O �I'" n � ) n1 DEMOLISHED i 0 O : �,.-.. .� Q V n "' NEW I/A NEW F.E. c 1 pi„1 OWTS. L.F. .-✓'_��r-�✓�v--�..�� =� ��--�.,�---��-v-�,�""v' W G I 1 O NEW ,Q2 PROJECT LOCATION & SCOPE ~ d\t'ROPPROP. F.E. E 1 . FROF05ED 2 STORY FRAME HOUSE W/ SGi�EEN PORCH AND SITE PLAN & ZONING DATA U STORM RING STORM RING - - - - - - - _ _TOP ELEV. I COVERED PORCHES. TOP ELr Q nW.. N < u • _ NEW 2. EX I STI NO 2 STORY FRAME HOUSE TO 5E DEMOLISHED i o. D CK �I o.l -®Q� ,O2 GENERAL NOTES 3. EX15TINO FRAME SHEDS TO BE REMOVED � DW L- lo' - / 14•q+� m5.o1,/ �?/r 33.2 20.0' ENERGY TABLE 4. PROPOSED I/A OWTS (BY OTHERS)1 MIN' / //� o ICI' STRUCTURAL DESIGN CHARTS PROP. WATER SUPPLY LINE I ��PORCH PROPOSED _ �� FROM WELL EXIST. 1 1$ 2 STORY tip��l�_\. - O2 ,O2 PROPOSED FIRST FLOOR PLAN o CONTOUR - - 5, FRAME HOUSE �n o�� P 1 Q B m ti PROP. (2)A O p ON RAISED H Q I 6 ORZt f / J i6.6 j PLAT. ® Z } g w FIRST FL. I PROJECT / ZONING DATA --- - A- 105.02 _ - I = I Hose - 8 GOOTOURSD O b.b" ��GT^\ -0 -1 }- - TAX MAP# -- --_ j' - 1000-26-I-25 PROPOSED SECOND FLOOR PLAN Z £_XIST.I _ _ z 0 4�1Y1ELL 7 _ )\0 -�5-r'60 0 O r ZONING DISTRICT R-40 N/C ? LtJ i DW w �� '� LOT AREA .5 ACRES; 12,526 SF - -- w 0 z PROPOSED �� (U -2O 1 ,Q� PROPOSED EXTERIOR ELEVATIONS g PARKING k w O N �• N - (PERVIOUS) 2 W 5.4' PROP. c�V FEMA FLOOD ZONE X AE (EL 6) w al p Q '� I Z �I- --- --- - I� z_' N W STORM RING TOP ELEV. D Ig1.32 WETLANDS DISTRICT - --- -- NO �� m = W L 6' DEG DISTRICT NO v I- z' f A-202 .02 PROPOSED EXTERIOR ELEVATIONS N al Nab°I�'20"E - - - - 115.76' - - -- J f >_ �\ SUFFOLK COUNTY HD APPROVAL PENDING it 4 BDRM. � ( 0 u --------------------- UTILITY _- ------ ---------- � N V zQ POLE a- O H W UTIL TY HABITABLE GROSS A-50 .02 PROPOSED BUILDING SECTIONS POLE O x ---- -_-- -- SPACE I�� AREA a-I N �I /Ay \/ Y }�---• }} BASEMENT AREA --..�., O S.F. 467 S.F. --- - 1 `1 / \ X 5 T R E L T - ---- ----- -- l ---------- --- N N FIRST FLOOR AREA 750 S.F. 750 S.F. --- ! {w_' N N Q M O SECOND FLOOR AREA 467 S.F. 467 S.F. - - _--- -_ _ PROJECT: AREA TOTALS 1217.0 S.F. I ke,4.0 S.F PROPOSED PROPOSED 0 D 10 20 so 40 50 HABITABLE GROSS P E LZ E R SITE PLAN - _ _ SPACE AREA 6RAPHIG SCALE I'•IS' BASEMENT AREA O S.F. 1,454 S.F. RESIDENCE SCALE: I 15'-0" - - - -- FIR57 FLOOR AREA 1,251 S.F. 1,454 S.F. TEST HOLE DATA SECOND FLOOR AREA - I,OII S.F. I,OII S.F. 220 NAVY STREET I� 16 OCTOBER, 2020 AREA TOTALS �l� 2,242.0 S.F. 3,a I a.0 S.F. ORIENT, NY 11957 MCDONALD GEOSCIENCE BOX 1000 LOT COVERAGE - -.-----_ -------m-_�, -DRAW NG_TITLE:-- SOUTHOLD, N.Y. II°i71 9b LOT 631.765.3677 DESCRIPTION (FOOTPRINT) AREA COVERAGE PROJECT LOCATION & SCOPE -- - - SITE PLAN & ZONING DATA TOTAL LOT AREA 12,526.2 S.F. EL=S.Q' NOTE: PROPOSED DWELLING W/ SCREEN OL DRY BROWN I. FLOOD MAP DATA: PORCH - 1,454.0 S.F. - LO' - -- - LOAM -_- --- - ----- _-- --- MAP #: 36103GOO6aH MAP DATE: Oa/25/200a PROPOSEC COVERED PORCH 142.o S.F. I.290 _ PAGE: FLOOD ZONES: AE6 4 X CH BROWN PROPOSED STOOP 42.0 S.F. � 0.390 1 CLAY 2. SITE PROTECTION/SILT FENCING TO BE INSTALLED AS REQUIRED BY THE TOWN OF PROPOSED DECK Ila.O S.F. 10% s0 0 In (wor SOUTHOLD. C ' WATER IN �EXI5TING SHED 167.9 S.F. 1.4% BROWN CLAY 3. SURFACE WATERS OR WETLANDS ARE - -� 6.0' LOCATED WITHIN 300' OF THE PROPERTY. TOTAL AREA OF ALL STRUCTURES IQ24A S.F. 15.6% I DATE: 10/24/24 1 OF 7 4. ELEVATIONS REFERENCE NAVD IQba "MAXIMUM LOT COVERAGE ALLOWED - 2090 REQUIRED 5ETBACK5 - MAIN BUILDINO i DRAINAGE SYSTEM CALCULATIONS: PROPOSED DWELLING 8 PORCH= 1,454 5q. Ft. 1,454 Sq. Ft. X 0.17= 24a 245/42.2= 5.a VERTICAL FT. OF V DIA POOL REQUIRED EXIST. OF ACCESSORY STRUCTURE REQUIREMENTS - _ _ } REG2UIRED DEMOLISHED PROPOSED COMPLIES �sW i WATER IN PROVIDE (5) 95V X 2' DEEP DRYWELLS - HOUSE 4 � 2 - i BROWN FINE TO a y COARSE SAND -- ------ - - -- - ------- ---- ---_-_- _ l ti A SYSTEM INSTALLATION NOTES: EXIST. PROPOSED COMPLIES DRAIN GE FRONT A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 MAXIMUM HEIGHT Ib' II' II' YES YARD 55.0' 21.2' GI 22.0' NO WATER SERVICE LINE, UNDERGROUND UTILITY LINES, 5EPTIG _-.__-__-_--- --- - COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE 1 MINIMUM SIDE YARD 5.0 40.5 40.5 YES SIDE YARD 10.0 2a.2 20.0 YES OF ALL FOUNDATION WALLS A MINIMUM OF 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS 8 ----- ---- - - BOTH 51DE 17.o CONCRETE 5LA.B5 AND PROPERTY LINES MINIMUM REAR YARD 5.0 6.5 6.5 YES 1 YARDS � -15.0 - a0.4 545 YES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 168.0 1 REAR _L COMMENTS: GROUNDWATER A MINIMUM OF 2' VERTICAL SEPARATION I5 REQUIRED BETWEEN THE MAX. SQUARE FOOTAGE 144 S.F. Iba.O S.F. NO 50.0' 41S' 47.7' YES ENCOUNTERED 4.5 BELOW �j.F. YARD ORADE BOTTOM OF DRY WELL5 AND GROUND WATER. - --- -_--- -- - ---------- ----- 1 - - -- - - -- _ ---- /� a \ / /� }�I _ - ------ l NOTES � SFEO I�I OAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A 35RE Y I A7 I O I�lS -J a- I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (FL, = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION A5 IT --- - Q IT IS THE T ALL CONTRACTOR'S RESPONSIBILITY NT KEEP THIS RESPONCONSTRSIBILITTIONY To READ NT BINDER BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES To THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE � - PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER To A55URE THAT THE CONDITIONS OF -- C) SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK „ --- 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. W BFE BASE FLOOD ELEVATION ��INT. INTERIOR W . 8" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -__ _____-_ ___ _ _ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIROIN, UNDISTURBED SOIL V J ' 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REGUIREMENT5 OF THIS DOCUMENT BLDG. ��ILDING �_ KIPS (1000 LBS) W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. - I � APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS _-_-_ -_ _ �-____1 __ _ _ _� Q 4-i N 2. ALL CONSTRUCTION SHALL BE PERFORMED' IN A WORKMAN LIK= MANNER, APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. ��BOTTOM OF MAX. I(MAXIMUM - `0 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OP EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED _____ _ - __-_ _ _ __ _ Z) Q Q EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - -- - V STRUCTURE/SITE SHALL BE FIELD VERIFIED B'Y GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONGRE-E OF SIZE 5HOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MECH. MEGHANIGAL w (o 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YFSUM, HARDBOARD, AND STRUCTURAL -� 0 w 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM J Q = w o AND AUTHORITIES HAVING JURISDICTION. ss -"- � --- - - L_ RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING IS IN P.-ACE. I Z N 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. � CEILING JOIST _ NAV _- -II NORTH AMERIGAN VERTICAL DATUM OF I�i88 Q 0 C L0 z 14. OF THE OWNER/SUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTIN65 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. -�,, .- s- T_ INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. �COLUMN NYG BC NEW PORK CITY BUILDING CODE 2 � N w ___- -- -" "! ALL BEAMS, &IRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENIN&5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED = X U I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. CONTINUOUS _ 1 O.G. - -- ��ON CENTER C 0 Q SHALL BE CLARIFIED WITH THE ARGHITEGT/EiI61NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE W O o m -�-' WITH THE WORK. GRADEMARK SHALL INCLU I. DE AN EASILY DISTINGUISHABLE MARK OR 01. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. __ �O _ - - DBL. DOUBLE OGG. OCCUPANCY cl ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN51&NIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE b. NO DEVIATIONS OR GRANGES TO THE STRUGNRAL SYSTEM SHALL BE MADE P.T. REGUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DE51ON FLOOD ELEVATION PBFE - �I PRELIMINARY BASE FLOOD ELEVATION (� N O UNLESS APPROVED BY THE ARCHITEOVENOINEER. DAYS OF 4,000 P.S.I., U.O.N. DIM. DIMENSION �, 0 LS) a o- o 10 ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET � [-_ GONG. POURED CONCRETE i Z 1.B FORE THE OR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 1410.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH -___--__-___." - - -- ----� --� � Q) BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS, 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D..1. DECK JOISTS L. PLATE Q -- - FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND I_oGAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH I PLYWD. PLYWOOD Z WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 -- --- ---- - - g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV.___ I ELEVATION P.T. PRESSURE TREATED >' II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ___ I __ [ � . � ' 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. - DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT � REQ'D 7 REQUIRED � Q -�� _ CERTIFICATES, CERT. OF OCCUPANCY OR GOPIPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REOUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - -"_" ---- "- - _- ---_ ° II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. j EXIST. EXISTING Rl RISER I- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ! EXT. I EXTERIOR RM. ROOM Z 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ; n/ PERMISSION FROM THE ARCHITECT. -- -------- ----- _ -___ __-_ Q) • I I I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. � n' W A5TM M5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I_ �II FRESH AIR INTAKE R.R. _ ROOF RAFTER _� Q Ft 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 __ __ _ _ -- ___ _ ________- ______._ 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. FAR FLOOR AREA RATIO STL. STEEL O +� ij EXCEED 8'-O" AND AT EVERY 8'-O GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO _ SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - --" "--- - - --- 15. -- W • i THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. � - - W G-005.PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY __ _____ ___-__ ___ _ !S•V• SMART VENT _ W 15. TOP F.A.V. FRESH AIR VENT - + 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL FF FINISHED FLOOR TBD TO BE DETERMINED W TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. _ _ __-_-_- -- I� �_ __J Ix RUBBISH,RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDIN6 CODE,AND ANY ADDITIONAL REQUIREMENTS AS I�i. BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND LF ELEV. 11 FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS - _Q � U 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON FACES 6-003. ORNNECTED HOOD TRUSS THE MANUFACTURERS CODE EVALUATION REPORT.CTION, THE DESIGN DRAWINGS, WHERE EVER APPLICABLE. F J. - FLOOR JOISTS THK.- - ' THICK j', Q 15. THE CONTRACTOR SHALL CARRY WORKMA�N'S COMPENSATION AND GENERAL __.._ j__ Ig. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY 1^IITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP FROJECTIN& 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION Z AND ORDINANCES. [ li I,T.O.W. ]LTOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARB CONTINUOUS IN THE FOOTING. ALL 4" THICK --- -- ------- -- --- -- -- - -- - W ° - Ib. THE CONTRACTOR SHOULD FULLY OUARAN'TEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR 6YFSUM LATH, OR ASTM G7g CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE I EINFORCINO. FRGE �I,FLOOD RESISTANT CONSTRUCTION ELEVATION Tr - I TTREAD w Q (n THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. __-___ --- v AS PER PACE 6-003. I.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8" FRAME TYP. _ TYPICAL COMPLETION OF PROJECT. lei. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING I 20. FOR SECOND STORY ADDITIO145,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR• _ - - - [ �_ - -- _ U (� -_� -- UNLESS OTHERWISE NOTED Q VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3' O BELOW GRADE. FRPR. - W C D" FIREPROOF J U.O.N. �� c ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND --- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWFA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ___________ _ _--- -_ w 6LA55 WINDOWS AND DOORS 1 - --- �--- --- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIFFIN6, OR SOAKING UNTIL THE WOOD I. ALL 6LA55 TO BE INSULATED LCW-E, UNLE55 OTHERWISE SPECIFIED. IGYP. BD. I GYPSUM BOARD - - V.I.F. I VERIFY IN FIELD = W 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH F.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL --- - --- .-- -- ----- -- - F- 0 � rI 7; CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH w uj (D INJURY IN OR NO THE OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. 6LAAN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER _____ __ I _ � < a N ITSELF INCLUDING THE LO55 OR USE RESULTING THEREFROM). (B) IS CAUSED IN CLEARANCES ARE PROVIDED. - -- - <1 ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD 1 WHOLE C IN PART BY ANY TRACTOR,NEOLIOE ANYONE OR DIRECTOMISSILY of THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - ---___ _ -- .-- -�� I --1 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED -- - WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE HNGR HANGER ZR J ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, A. TRU55 JOIST McMILLIAN LcIE MIGROLAM HOR. HORIZONTAL _ r 21. LVL LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN FART BY A UNLESS OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. � - .s_�----,_., e o o �� o �' _ ,•o, z `�rvv_Y _ - , _ B. &EORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH -- -- ` - _ " � '�' �` FSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 15. ALL MATERIALS, ASSEMBLIES, AND METHOD CONSTRUCTION NO A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,, FRAMING, NAILING,, P PLACLACING U - - -- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (FS2) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE Z TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENER6Y CONSERVATION CONSTRUCTION CODE. I C,I I I `�' I I `� I /�( I �/� I C, O_I APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. I I `�SU L A I O I `� $ F E I ` E 57RA I I O I `>, R G U I RE 1 I E I 75 I-I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR _ _ _ _ __ _____ _____ ____ Z 5 AUTHORIZATION OF THE ARCHITEOVENOINEER. AND ANY ADDITIONAL REGUIREMENT5 SET FORTH IN THE MANUFACTURERS 1.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ------- <, � CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY Q la. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL FROFQSED DE51CN GODS PRE50RIFTIVE VALUE a J' NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT OOMFL I ES N W NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE O I TATI ON (FER 2020 N`I'SEOOO) z � PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLASS IS TO BE FREE OF SCF.ATGHES AND IMPERFECTIONS. GLASS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC ____ __ __ __ _____ -_._ '._________ ________ _____ _ ____ _ ___ _ ___ ___ ___ 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK SHOULD BE GUARANTEED $Y THE MANUFACTURER FOR A PERIOD OF 5 YEARS. -- - - - - WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR I - Q 0 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH U-VALUE = 0.25 MAX. U-VALUE - 0.32 I N 2 Z 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES 1- W 1.8.5. STRUCTURAL PANEL 51MINO STRUCTURAL PANEL SIDING USED IN PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 I Z � ' SPECIFICATIONS, UNLE55 NOTED OTHERWISE. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH W 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPECIFIED. THE --- - -- _- --- __ - -�- - Z I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I g' 22. PROVIDE FIREBLOGKING AS PER NEW YORK AGGESSIBILITY STANDARDS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO. DESIGN PRESSURE, W W THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS CEILING R-VALUE R-4g SPRAY FOAM INSULATION MIN• R-VALUE = 4g w a1 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION I PER TABLE R402.1.2 - CLIMATE ZONE 4 YES W m Z UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS �OTGHES AND HOLES SHALL NOF THE HOLE SHALL NOT BE T OCCUR IN THESER THAN SAME GROSS-EGTI TO THE EDOE OF �ONS�D -_- �_. - < W 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS, I Q � N REPORTS. ____ _ GOPYRI&HT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR (2"xb") WOOD R-25 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) YES m H Z TEMPERED 6LA55. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE R-IS SPRAY FOAM INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 c- N Q I CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, I.. ,_.___ -- __ _ _-___ CODES AND REFERENCE STANDARD: II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. , - - -- -- -- --- - --- - -- >•• _ NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE I _ V 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME $ 15.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I N E- STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). MI551LE TEST OF ASTM EIgg6 AND ASTM E15a6 AS MODIFIED BY 2020 NY5 BC, FLOOR R-VALUE R-30 BAIT INSULATION MIN R-VALUE = Ig YES Z N N W NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET ; SPRAY FOAM AT RIM BOARD PER TABLE R402.1.2 - CLIMATE ZONE 4 - w� cal w Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 5GREW5: LA6 5GREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _ -- ____ _ - --_ _-______.. l SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 8 MANU. SPEC.'S). A5ME B18.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). ANSI/DASMA 115. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: ?i m 'U 2 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE5510NAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN v� Q U CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER A55OCIATIOIN 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN A THIGKNE55 OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. �` TA N (AF3FA) AMERIGAN WOOD COUNCIL (AWC). WOOD PO5TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS OLAZINO PROTECTION. PANELS SHALL BE PRECUT AND m TREATED WOOD t FLASHING G . STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED To THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE __ 3. ALL FLUMBIN6 WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. FREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS L-�-�-----�,---------, f,--�-�---^--,,,�-Z---�-��--- N N PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE �"�� ui W v EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN& SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT Q C 0 I 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE Po5TINC ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINC (® MIN. I6" 6A6E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED --- - o o ,j I MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R5O I .-1 HOWEVER, WHEN COLUMN OR FOSTINO IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE &OVERNING BUILDING GORE AND ANY CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-T NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REGUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S FLUMBIN6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS --- - - _� PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE: ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) b ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) F --. -- --- CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 8 LONG 22.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SYSTEMS TO NYE, PLUMBING CODE AND NYE, DEC, RE6ULATIONS. _ _ _____ �GROUND SNOW LOAD 25 LB5 . D w/6" RISE $ w/ (2) 1/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEC5 SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE 1 E LZ E R SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. �J'TRUGTURAL MEMBER DEFLECTION [BASIC WIND SPEED 13o MFH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXF05UR.E CATEGORY B CONSTRUCTION;557V 10-gg AND 201& 550 HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER 11,V NO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FOOT. __ ______ SEISMIC ME51ON CATEGORY B --- -- FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HINOLES 2.2.7. 50REW5: 5GREW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 INTERIOR WALLS d PARTITIONS H/150 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING WOOD5CREW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: WEATHERING SEVERE 220 NAVY STREET 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHIN&LE5 OR APPROVED EQUAL. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL - DISH WASHER.........................................2" -- - - KITCHEN SINK........................................2" FLOORS PLASTERED GEILINOS L/360 FROST LINE DEPTH 3'-O" ORIENT, NY 11957 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDIN6 FELT, UNLE55 OTHERWISE - LAVATORY...............................................2" F -- NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF4WEATHER-WATCH ICE - SHOWER/TUB..........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - TOILET.......................................................5" __ I TERMITE I MODERATE TO HEAVY - DRAWING TITLE: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION I COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - LAUNDRY .................................................2° EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 --- ---- AREAS SHALL BE STAINLESS STEEL OR HOT DIFFED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - FLOOR DRAIN..........................................3" ICE BARRIER REQUIRED YES GENERAL NOTES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. --- - 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 - 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THRou6H ROOF. ____ -_. _ - ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 To BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. -7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO !EACH PAIR OF OFF051N0 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW 1. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY _ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RESISTANT II &AGE ROOFING NAILS AND 16 6AOE 5TAPLF-5 ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" RAFTERS. PERMITTED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. STRUCTURAL DESION LQADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. •7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL -- _ --___ ___ ______ _ _ _---_---_- 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - - HEALTH DEPARTMENT STANDARDS AND REGULATIONS. � -i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 10. APPROVAL AND INSPECTION 15 REOUIRED BY LOCAL JURISDICTION PRIOR ------- -- ----- -- e THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER TO CONGEALMENT OF PLUMBING. 02 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDIN6 CODE. of J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BGLT SHALL BE 'T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT NOR ANY POTENTIAL DAMAGE THEREOF. - - BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONCRETE/MA50NRY DATE: 10/24/24 2 OF 7 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12"OR CORNERS 6YFSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM ELECTRICAL: PASSANOER VEHICLE OARAOES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM --- COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf ENERGY CONSERVATION CONSTRUCTION CODE. SITE WORK 2. ALL OYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITH STORAGE (MAX CLEAR HOT > 42'9 20 psf I 15 psf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, DEEMED APPLICABLE. COMPLETION OF WORK. - RECEIVE CLARIFICATION FROM ARGHITEGT/E:NGINEER PRIOR TO PROCEEDING. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf r--e ? f'. 3. 5/8 , ONE HOUR RATED, TYPE X 6YFSUM BOARD ON GEILIN6 AND WALLS INSULATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: p p <- b �- ` , �',.,• I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED o ,177�. " / N (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - GENERALLY, VERIFY OR PROVIDE HARD WIRED r;.. ,� 11 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIty65. FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 sf 15 psf '•" r,,a ca. ° STOCKPILE TOPSOIL OBTAINED FROM STRIPf'IN6 DRIVEWAY AND BUILDIN6 IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING SMOKE DETECTORS w/BATTERY BACK-UP IN: p p y ;-- FOIL TO BE PLACED TOWARD WARM SIDE. -- l-- '` .k 6. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I'• /,_: �iO SITE. STOCKPILE ALL EXCAVATED MATERIALS. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. A. EACH SLEEPING ROOM STAIRS 40 psf 15 psf ,".. ( ' ^`,;: 2. PROVIDE 2" R-10 RIC71D FOAM INSULATION FOR EXTERIOR FOUNDATION _ # y - � 'F 4. NEW AND EXISTING BACK FILL MATERIAL ,ARE TO BE FREE OF WEEDS, TREE WALLS FROM 6" $FLOW GRADE TO 24" BELOW GRADE IF DESIRED BY r r ' `' 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE B. OUTSIDE OF EACH SEPARATE SLEEPING p �.- b *' ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE AREA IN THE IMMEDIATE VICINITY OF GUARDRAILS AND HANDRAILS 200 psf I 15 psf �q V, •, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. THE BEDROOMS (OENERALL" THE HALLWAY) - �------- @�f5)% F`' ,- 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOW5: G. EVERY LEVEL OF DWELLING 12 psf FOR ATTIC LLL•�� H is, ` "' •t ', `" - g" R-50 FOR FLAT GEILIN65 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. `�'' ' ; ALL OPENINGS. (SASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 j °"- ,. 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON FACE 6-005. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION MECHANICAL. FUEL &AS: -,_ - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE A50E 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NY5 MECHANICAL CODE AND FUEL OAS CODE *ALL INTERIOR 1:)OOR5 SINGLE PANEL SHAKER STYLE IERAL ��/� � � : - ----- - - - - ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. CL I `G I I "SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" Q DOOR SCHEDULE WINDOW CHART p l -- - EXISTING TO BE DEMOLISHED 77jWOOD FRAME (L.G STL. ---DOOR- - _- MATERIAL = 1I --- --- - ---- - - - -- _ - __- -- - - - - - - - - - LJ 17 1/ WHEN APPLICABLE) ! EORE55 Ld EXISTING 70 REMAIN TAG DESCRIPTION Ct NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W J p WIDTH HEIGHT F- ( 4 TAG TYPE MODEL # OPENIN6 I'7 O - --- TEMPERED NEW WOOD FRAME (L.6. NEW FOUNDATION WALL _ -- ---- WIDTH REa'D: 20" N HEIGHT REO'D:24"// --,---_ -- HEIGHT WIDTH HEIGHT = C Ln // - _ - OPEN REa'D_ 5."1 S.F. ---- 5TL. WHEN APPLIGABLIE) -_ ______ __ _ - WIDTH Q NEW I-HR FIRE RATED 1{ MIN. (2) 2"x4" STRUCTURAL EXTERIOR - ------- -- _ _-_- ---_ -; A CASEMENT AGW2654 -- 1- 0 -- C WOOD FRAME (L.G. 5TL. LJ PO5T FOR 4 WALLS -- - - - -SINGLE SWING W/ -- --- -- -_.- CASEMENTS - ---- -- O .. r. WHEN APPLICABLE) - -- ----- SCREEN :: -- C--_ --- - ---_- B (2) MULLED ACW2654 2 6 5'-4" - 2'-5- -i' 5:_3 Q = _0 � O (MIN. (2) 2 xb STRUCTURAL OI 2-8 7-OIL • J, POST FOR 6" WALLS), U.O.N. - -- Z .{..+ N • DROOM NEW 2-HR FIRE RATED _ -- J - - - PORCH/DEN - C (2) G MULLED 5 -- AGW2638 = 2. 6 --- I �' ----_ - WOOD FRAME (L.6. 5TL. - - - -- _ - -- �I - ------ --- :: :: -- --- SCREEN 3,_g ----, 2'-5 �� 3:_.� �� Q O C � Z d- 02 -- SINGLE SWING 2-8 '7-O • • '- " � -- ------- -_ ._ � .-- SINGLE SWING ( _ ----- .. WHEN APPLICABLE) W/-- I v � N SCREEN - � '_ II '_ t' - ! -• --_ -ENTRY -= E PIGTURE7 APW3038 3-O 3-8 2-I I - 3-� --�I _ --- 03 3 0 '1-O • 04 SLIDING W/ SCREEN 6 O "1 0 • • DINING ROOM 3 '1 W O 3O C---1� C CC- -- - -I J Lo -- _ - FLOOR PLAN NOTES [.- �C----C_-CC._ - 2'-II " 3'-7 " Z -+� ,N • ��' SINGLE SWING W/ 2 51DELIGHTS F CASEMENT AGW3038 3-0 3-8 --------- -I -- - - - - LO c p v .. 05 SCREEN 3-O -1-0 • ' SEE PLAN DOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: INTERIOR - FIRST FLOOR 6 CASEMENT ACW2030 -� - 2'-O" �3'-O" I'-II 2'-II 4" 1 �"O na �' Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. MIN. 350 # CAPACITY _ _ -- -____ _ __ 0) w _ _ H CASEMENT AGW2848 - 2-8- - 4-8 2-"I- - 4'-7 Z PLANS BY PLANS BY THERMATRU�OR EQUAL). 3.I/2 xHR FI1ZE TO FIT MECH.RE RATED QUIP. THROUGH OPENING (MIN. O6 DOUBLE POCKET (2)3 O "1 O STUDY 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON �� ' 1 I RESERVED W 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 4.DEL. FRAMING WHEN NEw OPENING - ( (� 5. INSTALL AS PER MANU. SPEG.'s � 07 �`=_---SINGLE SWING BATHROOM I I II f -_--I=-I--- -- - - � �' l - 5. INSTALL A5 PER MANU SPEG.s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS =,--------- L 6.PROVIDE (2) 2 05 O R.,U.O.N. „ � J CASEMENT AGW2848 2-8 J`--- 4-8 2'-7 4'-"1 4" Z6 5EE PAGE G-003 FOR ALL OTHER FRAMING 08 DOUBLE SWING (2) I -6 "i-O • t.LOSET 5NEW EXHAUST FAN SHALL BE INSTALLED WHERE --- ---- ____= ------- - _ J- E_� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 8 VENTILATION 15 NOT MET BY MEANS OF NATURAL --- -- - i K CASEMENT AGW2438 - 2'-4" - 51.511 -- 2'-3 " STAIR RAILING NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO O1i SINGLE SWING 2-O "1 O • �' CLOSET 6 O I. ALL NEW STAIRS SHALE HAVE MAX. 8-1/4" RI OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - t C�'�- �._ - 403.3.2.3; INSTALL AS PER MANU. 5PE05 L CASEMENT AGW2438 2'-4" 3'-8" 2'-3 3'--1 4" n 1 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 10 DOUBLE SWING (2)2'-O" -i'-O" • CLOSET "1 Q W W 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING -_�,I --- - _ ------ - - - ----- NOT TO ALLOW PA55AOE OF A 4 (p SPHERE; NEW PLUMBING FIXTURES: M (2) CASEMENT GXI55 2'-8" 5-5 2'-7 5'-4 9" . Q -I--J 56" HIGH HANDRAIL 4 SPINDLE 5FACINO NOT 4 SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. IOA SINGLE SWING 2'-6" '1'-0 � I • MECH. GL. FP5G _-__-__ _-___ ____ _ _ L _,� -_ -- _-___-___-_ _- TO ALLOW PASSAGE OF A 4 4' _SPHERE ALL NEN FLUM51NO FIXTURES TO O �LY V41TH PC, 405. I 1�� l W � • - 3. 6RIPPABLE RAIL AS PER CODE f 4. RAILING TO BE WOOD NEW FLOOR: O RESERVED W 10 � - - - -- it --11- - � �� :: --- - -- -- SMOKE DETECTOR / GO DETECT C_-- ---= -- -- ----- -- W DR NOTES: 1 NEV4INTE J F YWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); --- --P DOUBLE HUNG ADH2640 2-6 I ---__-1- -_--4- --- 4__ - SCREW PERIMETER OF SHEATHING 6 O.G. 4 12 O.G. ® 4-O 2-5 3-I I O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ^ U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. -- - --- --]7A --_ _ �__ ==-C 4'-O" 2'_5 " 3'-II " 1 ---_-___ 2.NEW FINISHED FLOOR PER H.O. SELECTION Q LDOUBLE HUNGDH2640 LLL2-6 __SMOKE / CARBON MONOXIDE COMBINATION DETECTOR � i i 2.INSTALL ALL AS PER MANU. 5PEG.'s NEW TILE FLOOR: 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR II I. NEw TILE FIN15H (H.O. TO SELECT) UPON CASEMENTS _ „ , 1 „ z R (2) MULLED ACW2640 2 6 4-O 2-5 3-11 4 • W • _ IN COMPLIANCE WITH LOCAL CODE 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEw 4,, DUROGK GEMENTBOARD (OR EQUAL) UPON 5 (2) CASEMENTS-- - -- AGW2640 _-j 2'-6"--- --' - -4'_O" 2'-5 4" _ - 3'-I I " = v J 4.NEw PLYWOOD 5U5FLO0R BENEATH (GLUE 4 SOREN); 111 • • • WINALL SWOT Ow5 4 DOORS SHALL BE ANDERSEN INTERIOR. OF SHEATHING 6" O.G. 4 12" O.G. ® T (2) --_GA5EMENDTS AGW2640 - -_- 2-6" 4'-Olt 2 5 -------- - --------- _---- ~ C< U MULLED ---� �_---_- W 4 CASEMENT,DOUBLEHUNG, OR 6LIDIN6 (A5 NOTED); INSTALL AS PER MANU. SPEC.5. FOR FIRE RATED DOOR: SUBSTITUTIONS, 5EE NOTE #q IN "OL.A55 WINDOWS 12 U DOUBLE HUNG ADH2640 2'-6" 4'-O" 2'-5 3'-II = W O AND DOORS ON PAGE 6-002 IF CASEMENT _ 2 X6 L5 HR. SELF-CLOSING STEEL DR. V DOUBLE HUNG ADH2640 r 2 6 11 4 O 2.F DOUBLE HURN6HI ALL DEL. HUNG wNDWS TO BE 13 NEW I-HR FIRE RESI RESISTANT CEILING CONSTRUCTION ---- ----- --- __ --- L --- -- -Jt--- 2 5 W WINDOWS - ALL GSMNT WNDWS SHALL HAVE � i � O PROVIDE (2) LAYERS O 5/e DEN56LA I 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L.TILT KASH RATED SHEATHING BY 6EOROIA PACIFIC" (OR EQUAL) Q a N Q 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND JOIN PANELS AS PER MANU. 5PEG5 (ASTM E 136) WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A [RATING AS PER 2020 NY550 TABLE •722.b.2(I)] MINIMUM (2) 2"X5" HEADER U.O.N. PROVIDE 5HEATHIN6 AROUND DROPPED BEAMS 4 EORES5 NOTE: HEADERS AS REa'D IN COMPLIANCE WITH NEW YORK STATE BUILDING PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF (OR EQUAL) 2 EGRESS SHALL BE FOLLOWED: FASTEN AS PER MANU 5PEG.'S "i-I I 33'-2" • INSTALL ALL AS PER MANU SPEC.'S 14'-I I" 6'-6" 5'-b" 12'-5" b'-3" 5'-a" 6'-e> Z, NET CLEAR OFENINO........... 5.1 S.F. NEW MECH. CLOSET: 10'-5" 12'-5" - O NET CLEAR HEIGHT............... 24" MINIMUM H 14 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s NET CLEAR WIDTH................. 20„ MINIMUM 2.MAINTAIN 30"x5O" CLEARANCE IN FRONT OF MECHANICAL m v O p UNITS AS PER NY5 MG 506.1 TYPICAL BATHROOM NOTE: Q Q 3. MAINTAIN ALL APPLICABLE VENTING CLEARANCES 5 1. WALL BOARD 3 - - - - - --- ------ - - 9 REQUIRED PER NYS MG b04. to I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN z W ALL BATHROOMS -- -- -- � 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 1.1.FO ND. FR. FLOOR -PROVIDE 1/2" GONG. BD. BY 0 Z O TUB SURROUNDS r 2. 5HOWER FLOORS "DUROCK" (OR EQUAL) , ® _ 0 2.1. NEw A TILE FINISH (H.O. TO SELECT) UPON 2. FOR PC. FR. WALLS - PROVIDE (1) LAYER OF 5/8 ® � FRAME DECK - Q Z 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) _ !w TOWARDS DRAIN) UPON 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O m Z Lu 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER 5PEG.'s AND AS PER NY5 MEGH. AND FUEL OAS CODE W O Z 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT 1 2 E- :5 FLOOR, WRAP DRAIN 4 ATLE'.A5T 18 UP WALLS 3-10' 6-O' -6 10'- J � IT CONFORMS TO NYS MECH. AND FUEL 6A5 GODS +/-3'-3" +/-3'-3" +/-3'-3" +/-3'-3" 4'-3" 2'-8" 3'--I" 3'-O" 2 w CL NEW LAUNDRY CLOSET: 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE Ea. 'B' Ea. 'B' Ea. 'B' Ea. 'B' H 4.� J �} W = Z! O I. NEW WA5H /DRY HOOK UP FRESH AIR INTAKE FROM EXTERIOR IF 6 4 -- 2.COORDINATE L'AUND. CLOSET 4 DOOR DIM.s FORRGAS SERVMAINTAIN OR ICE,OFF 5NDE OAVIDE 55HUT OFFoILER ESWITIGHL 2'-I"� 3' x 5'-6" O INSTALL VEN4 DIRECT ECTMIN. ` -�-�/- � 0, w/51ZE OF EQUIP. O4 3. PROVIDE HOOK UPS AS REa'S PER: MANU. 5. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER - O \ V Q' m- OI SHOWE FROM WINDOWS ( ty-- CLEARANCES AS PER CODE U q. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 ti1( W�� f_) U) 0 DRYER EXHAUST NOTE: $w m w w N I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBNO GODENITARY SYSTEM AS PER NYS - - N w Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY IO.APPLIANCES JOINED THROUGH A COMMON NATURAL 2 , U 2OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I - 15 5 TON O3.DUCT SIZE A5 PER MANU. SECTIONS OF 2020 NYS RG 6242"i. 5om-l 1' m rn STUDY 0 -in p CONDENSER ON V4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER m(t1 4'-I" t- - - --- - b 15.F. +, PLATFORM 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN COMBI-BOILER in O O ++ NAVIEN ? F.A.I. � a 15 BATHROO DINING ROOM 1 ® ® COMBI ABOVE DFE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O NEw NAVIEN NFG-250/1-I5H WALL-HUN6 BOILER. +W `i 12'I S.F. -.. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1. DIRECT VENT THROU6H WALL. �F SCREEN ELECTRICAL _ is 51 S.F. IO F MEGH. ( �.9� C SHALL BE LIMITED TO SINGLE LEN6,TH5,NOT TO 2. F.A.I. THROUGH WALL. _, PORCH PANEL tr �TILE� 6"V O6 2 - \ VENT m \ \ EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 5. INSTALL PER MANU. SPEC.'S �t 200 S.F. 1 MUDROOM m 10 l w �° v IN ACCORDANCE WITH UL 2155A. - O 13 F- � 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIOID HYDRONIG AIR HANDLER: - -HOOD- 53 S.F. Q M o METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I6 1. PROVIDE NEW 5-TON HYDRONIG AIR HANDLER BY m(>] J -TILE- L - 15 0 0 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ZO E S; I R APPROVED EQUAL IN ATTIC. PROVIDE (2) m 4 0. F.P.S.G. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ZONES;FIRST AND SECOND FLOOR w ' IO 11 IOA PROJECT: SCREWS 2.PROVIDE HOT WATER COIL AND CONNECT NEw BOILER -I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TO NEW COIL. I I - 12 LOCATION TO THE WALL OR ROOF TERMINATION. THE 3.ROUTE COOLANT LINE A5 REa'D FROM A/C CONDENSER. 3 Q MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 o m Q HALLWAY 4 P E LZ E R FEET FOR EACH LE SEND AND 5 FEET FOR EACH q0 i I SM/GO RESIDENCE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES m� 02 NOT INCLUDE THE TRANSITION DUCT. + 2'-4"*-3'-6"-�-3'-I"�-3'-6"-�►�-2'-O"�' A A-301 - - A-301 F 4 GL. 6 - +/-3'-3"JL+/-5'-5"�L+/-5'-3" +/-3'-3" 4'_ 2:_8 :: ENTRY 4:_4: _ .D JL 220 NAVY STREET 'B' Ea. 'B' Ea. 'E' �2 Y2 40 S.F. GREAT ROOM m° ORIENT, NY 11957 m CLOSET '1 241 S.F. 5TE COVERED 1 KITCHEN � PORCH O DRAWING TITLE: - 2:12 SLOPE 7 03 O ELECTRICAL PROPOSED FIRST FLOOR PLAN ENTRY Q E 4 ( � ANDERSEN q" 6'-10" Q b'-II" b'-10" STRAIOHTLINE N .2 5'-3'-51V:2 -- (334) WITH Q p , SIDELIGHTS - ----- -- ----- ------------ - - - _ a I o5 0 PAGE: ROOM FINISHES ----------- ---'- GAS - -- _- _- Q - _-. - -- METER _ !i WALLS FLOOR 2� OA-10 m 0 ROOM Z Lu p0 j NOTES Lu m K DA TE: 10 24 24 STOOP FIRST FLOOR SCREEN PORCH • Eo�L MUDROOM • Q t-- '. 3 / ENTRY _ f _ --BATHROOM - --. • • - r - F ` 1 i� 12'-5" �f,.�`�<' DINING - - ROOM KITCHEN • • • 13-'f r �: ' ll 7=1 C ENTRY I �� I 0 5 10 20 �I GREAT -------,I -- F OPOSEI� F I RST FLOOR FLAN GRAPHIC SCALE i/4::_1:-0" [ ROOM- - I�- --_�� -_-•-- - -� __ -- - O STUDY ' • 11- L -----} CALE: I/4" = I'-O° 1,231 S.F.5 � H,�81T��3L� SP�GE; 1,4�� S.F.5 � ��OSS �� OE�I E A *ALL INTERIOR DOORS 51NISLE PANEL SHAKER STYLE I `� 6® I ' I ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. DOOR SCHEDULE **5EE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER" Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT -- - -- - - - - ---- - ----- - - l -- - - - -- - -- - - _ -_-_=- ------ - - - --- W - -{ WINDOW CHART -i WOOD FRAME (L.6. 5TL. DOOR MATERIAL - - WHEN APPLICABLE) = -------__:_ --=I EGRESS (� W EXI5TIN6 TO REMAIN CLEAR 1 TAG DESCRIPTION p J �11 NOTES ROUGH OPENING WINDOW DIMEN51ON L1J J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL IL WIDTH HEIGHT t4- Q TAG TYPE MODEL # -- - -- -- --- WIDTH REC�OFE�DN 201, TEMPERED I� 5TL. WHEN APPLIGABLEJ --- - HEIGHT REQ'D:24" = Q WIDTH HEIGHT WIDTH HEIGHT - - -- - 1 ----- �i (,OPEN REOV: 5.'1 S.F. U �i C 0) II II ----'---- `-_--__-�--- -- --------_- _ -_____ Lo MIN. 2 2 x4 STRUCTURAL I ----I II---- � _-- y WOOD FRAME RATED O INTERIOR - SECOND FLOOR- - - - - -- A CASEMENT AGW2654 -- 2-6 l 5-4 2'-5 11 51_3 II 1 cr_ ` POST FOR 4" WALLS J�= WHEN APPLICABLE) (MIN. (2) 2 x6 STRUCTURAL - - „ ---- - - ---II- ------ r�I------�� - CASEMENTS j .- Q OPOST FOR 6" WALLS), U.O.N. II DOUBLE 5WIN6 (2)2'-0" b'-8" IL • CLOSET I - -MULLED 5''4" -' 2'-5 NEW 2-HR FIRE RATED __ --- - -- -- - -�' -- r ---- B (2) CASEMENTS-- AGW2654 2-6 - = z N WOOD FRAME (L.6. 5TL.. s 2'-bll b'-8" • BATHROOM 2 --G (2) 11 MULLED AGW2638 --2-6"- -_- 3'-8" 2'-5II 31_� II - --- - - a O C Z �J- WHEN APPLICABLE -- - --J�- --- - _ - -- -- ._ �- .- 12 FSINGLE 5WIN6 CC -- - - - D CASEMENT AGW2638 2'-b" 3'-8" 21_5 II }III - - --- - G O ,Y N I II I II ----- 4 3 q l l 13 DOUBLE 5WIN6 (2)2-O 6-8 IF CLOSET 2 U ------ II I II 1 11 I 11 P O 3-O 3-8 2-II 3-7 ___ = W O O 1�^-JI 14 SINGLE 5WIN6 2'-6" b'-8" • -- BEDROOM I F CASEMENT AGW3038 3 O _ --- ------ .0 O FLOOR PLAN NOTES 15 DOUBLE SWING -6" 1I LAUNDRY CLOSET ;� - 3-8 2-I I 4{ 3-'i �� Q C O C II --, Q ___ DOOR NOTE: - , ��lll�-- �C I_ 11 I_ II I II I 11 O O I. INSTALL NEW INTERIOR DOORS WHEiN GALLED OUT ON O r G CASEMENT AGW2030 2 O 3 O I -II �¢ 2-I I -] z n , PLANS BY JE D WEN OR EQUAL . NEW ATTIC ACCESS PULL DOWN STAIR I6 RES=RVED _ -_ .. _ _ _ __ _ �i V/ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. - �'--__�_�_ H CASEMENT AGW2848 2'-8" 4'-8" 2'-? 4'-'1 I 't I. MIN. 350 � CAPACITY � ----- _ -- _- •_- 1 --- z ---.-J�--__ ---_-- --_- -_- ---_-_- f PLANS BY ' TO SE TRU' (OR EQUAL). 3.�2 HR FIRE RATED 1-7 51NOLE 5WIN6 2'-b" 6'-8" BATHROOM 3 ---"- - _ - -- W 5. POOP, TYPE J I RESERVED - - - 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR HALLS � I, , 4.DBL. FRAMING WHEN NEW OPENING 5. INSTALL A5 PER MANU. SPEC.s 5. INSTALL AS PER MANU SPEG.'s 18 RESERVED � _- ---- --- _ b,PROVIDE (2) 2"x8" HDR., U.O.N. b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS II L::70ASEMENT7 AGW2848 2'-8" 4'-8" '� 2'-'i �" 4'-'1 � Z --I� NEN EXHAUST FAN SHALL BE (2)I -6 b 8 • CLOSET 3 ---------- - -- ° - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 8 VENTILATION I5 NOT MET BY MEANS INSTALLED ATURAL " K CASEMENT AGW2438 2'-4" 3'-8" 2'-3 " 3'-7 " A 5 AI 8 R I IN6 NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO Iq DOUBLE 5WIN6 �� Z ' \ 6 SEEP 6 6-00 O OTHER 6 v STAIR L O I I I I I I - O 1 8 MIN. 10"STAIRS RISERS SHALL BE CLOSED RI 403.5.2.5; INSTALL AS PER MANU. SPECS 2-6 6-8 -•-JI- BEDROOM 2 - 2 II OUTDOOR SPACES AS PER NYS MECH. CODE SECTION � � L CASEMENT AGW2438 2-4 3-8 2-3 � 3-'•T 2. 42" HIGH GUARDRAIL 8 SPINDLE :SPACING NEW PLUMBING FIXTURES: uj 21 SINGLE SWING -�I' 2'-6" 6'-8" �• J� -- i BEDROOM 3� --_i 0 O +J ` _ Il 1� r NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; M (2) CASEMENT GXI55 2'-8" 5'-5 2'-"I 5'-4 " TO ALLOW PA55A6E OF A 4" SPHERE SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 22 SINGLE SWING I -6 6-8 • LINEN 2 36 HIGH HANDRAIL 8 SPINDLE 5f AGING NOT q ALL NEW PLUMBING FIXTURES TO COMPLY WIT PG 405. II � il� 1 � � I__- _-__ ___ _ ____ __ ____ � W • 4. RAILING TO BE WOOD NEW FLOOR: - __ ____-1� _ - _ - _ _- 3. 6RIPPABLE RAIL AS PER CODE (�� O RESERVED to I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SGREi^U; DOUBLE SWING 1'-611 b'-8" I • � i CLOSET 4 -- - 'J W 11 23 _ P DOUBLE HUNG ADH2640 �'-6" 4'-O" 2'-5 _J __ _ _ ETECTOR REN PERIMETER 2.NEW FINISHED FLOOR PER H.O. SELECTION Q DOUBLE HUNG ADH2640 2-6 4-O 21-5 SMOKE CONTRACTOR SHALL A'L PROD DE OCOMEMB(ATM PLIATEGTOR G O ® 4 _ O3SMOKE / INTERIOR. --- ------�� III - -- - 1, HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. MULLED 0 2.INSTALL ALL AS PER MANU. SPEG.'s NEW TILE FLOOR: 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR II I. NEW TILE FINISH (H.O. TO SELECT) UPON R (2) CASEMENTS AGW2640 2-6 4-O 2-5 3-I I • W -III I 11 I II I II 1 II --- Q_ IN COMPLIANCE WITH LOCAL GORE 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON 'Ir- -- -- -- -11 � 11 III--- 4.NEW ' PLYWOOD 5UBFLOOR BENEATH (GLUE 8 5GREN); 5 (2) MULLED 1 CASEMENTS -- • - - I AGW2640 2-6 I 4-O 2-5 U n \ O4 WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6 O.G. 8 12 O.G. ® Q w CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); -_ - - ---MULLED 4'-O" I 2'-5 " 3'-II • w G JJ O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN INTERIOR. T (2) CASEMENTS AGW2640 -- 2-611 -- ---------- L --- ------ -_-__ __- -_- INSTALL AS PER MANU. SPEC.5. FOR � -_ � ---` -- - IFIRE RATED POOR: r- -------- - SUBSTITUTIONS, SEE NOTE #q IN 6LA55 WINDOWS 12 U DOUBLE HUNG " 4'-O" 2'-5 3'-II AND DOORS ON PAGE 6-002 IF CASEMENT W WINDOWS - ALL CSMNT WNDWS SHALL HAVE O ADH2640 2-b 1, 2 Xb I.5 HR. SELF-CLOSING STEEL DR. STRAIGHT ARM HINGE WHEN NEW I-HR FIRE RESISTANT GEILIN6 CONSTRUCTION V DOUBLE HUNG ADH2640 2'-6" 4'-O" 2'-5 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE _ -_____- J __--_- _------- . _ __- --__ ! m W Co TILT WASH 13 PROVIDE (2) LAYERS OF 5/8" "DENSGLA55" FIRE 3. ALL 6LAZIN6 WITHIN 15" OF FF TO BE TEMP. 5L. RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) Q 4.5EE PAGE 0-005 FOR FRAMING ELEMENTS AROUND • JOIN PANELS AS PER MANU. SPECS (A5TM E I36) a N WINDOWS (7YP. FOR ALL) U.O.N.;PROVIDE AT A [RATING AS PER 2020 NY550 TABLE '722.6.2(U] MINIMUM (2) 2"X5" HEADER U.O.N. PROVIDE 5HEATHIN6 AROUND DROPPED BEAMS 8 EORE55 NOTE: HEADERS AS REOV IN COMPLIANCE WITH NEW YORK STATE BUILDING PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF (OR EQUAL) E&RE55 SHALL BE FOLLOWED, FASTEN AS PER MANU SPEG.'5 • INSTALL ALL AS PER MANU SPEC.'S Z, NET CLEAR OPENINISS........... 5.1 S.F. NEW MEGH. CLOSET: O0 NET CLEAR HEIGHT............... 24 MINIMUM( 14 I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. SPEC,s Z p NET CLEAR WIDTH................. 20" MINIMUM O 2 MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL O �' UNITS AS PER NYS MG 306.1 H Q TYPICAL BATHROOM NOTE: O i O I. WALL BOARD 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES m v g REQUIRED PER NYS MG b04. ' W I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN d ALL BATHROOMS Z 3 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TYPICAL MECHANICAL AREA NOTES: I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 0 2. . NEHTUB SIHER LOORSE FIN155 - 2. 1FOROWD. F(OR R. WALLS -)PROVIDE (1) LAYER OF 5/5" [p m 33'-2" Q Z 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - 2.2, CONCRETE MUD-SET (SLOPE I/8" PER FOOT TYPE X GYP. BD. UL U505 (OMIT ON GONG. WALLS) Q �ui 3 TOWARDS DRAIN) UPON 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 6'-�2" 9'-9" 12'-8y2" 3'-II" Z m 2.5. WATER PROOF MEMBRANE TO COVER SHOWER K 4 L 4 M 4 M Lu I0 Z 4. THCONFORMS TO NYS ME-H. AND BE VERIFIED CODE T 9 I 1, I �' ( I I_�=--_:- -- - --- -�- -- -- W W a FLOOR,WRAP DRAIN 8 ATLEAST 18" UP WALLS SPEC.s D AS PER NYS MECH. AND FUEL IED CODE 1 t --- - -- - - AS PER NEW LAUNDRY CLOSET: FRESH FROM I I II ! ; O I. NEW WASH /DRY HOOK UP 6. MAINTAIN OR AIR PROVIDEDE EXTERIOR ELECTRICAL II I i ---- -- --- v-- -- ---- - 5 r w 2.COORDINATE LAUND. CLOSET 8 DCOR DIM.s EMERGENCY SHUT OFF SWITCH Z w/51ZE OF EQUIP. 'f, FOR GAS SERVICE PROVIDE 6A5 SHUT OFF SWITCH 3. PROVIDE HOOK UPS AS REQ'S PER MANU. LI BATHROOM N Q 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER n I I I i; I�� - - ---- !' r = CLEARANCES A5 PER GORE 1 61 Ij i 1i i+ _ -_ ---- in BATHROOM 2 19 �,"IS 5.F. V 11. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 8 ? �' l i' lI _ _ R- ---�- q 15 S.F. ^TILE Q - N O W' DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM AS PER NYS I ` I j - =__ - =� - -- - _ - -- -TILE- -�_ ) II ---cV * iZ I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBING CODE I I ' (;I f '' Ili' y - -- r 2 jN w Z' 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10.APPLIANCES JOINED THROUGH A COMMON NATURAL _ ----. .._ -~- _.-- ------_--._..-_.... _.._.___ ---- I -- ® ` O OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ° f' (----- �- - --�- _w--_ - __ _-� _ it F = 4'-�" R, 0 3.DUCT 51ZE AS PER MANU. SECTIONS OF 2020 NY5 RG 6242"1. I ll _ _-__ _6 6 = - i 44 C I -- - LIN. 51_211 - _ 4.DUCT SHALL BE EQUIPPED w/ABA.KDRAFT DAMPER ( I 4'S:I2i _=- -_-- ._._ -- -----_- -- -n -_- 2 p AUNDR� - r . �D - 12 CLOSET \ Q 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN GOMBI-BOILER � j I(, N^p=5-- :N � (V � b GL 17 m `' � � N NEW NAVIEN NFG-250/1'15H WALL-HUNG BOILER.CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEMI. DIRECT VENT THROUGH WALL.SHALL BE LIMITED TO 51NOLE LEN6TH5,NOT TO 2. F.A.I. THROUGH WALL. - -- -" NC I -. - - -EXCEED 8 FEET AND SFfALL BE LI_TED AND LABELED 3. INSTALL PER MANU. SPEG.S I I - - - - - _ QNI '1LiIN ACCORDANCE WITH UL 2158A. HYDRONIC AIR HANDLER: _=-- ; ==----_-____ _- - TG�b.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RI61D ------- ,. _ _ - - :: :::__ = -:_= H I� HALLWAY3METAL w/ SMOOTH INTERIOR SURF?kGES WITH JOINTS IbI. PROVIDE NEW 5-TON HYDRONIC AIR HANDLER BY _ � - - --- -_ -- = 3 HATCH RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST "RHEEM" OR APPROVED EQUAL IN ATTIC. PROVIDE (2) i '� I--- - -_ --_-.--- .- -------.---___�______.__.. ._ _--.---:,---- 0 �� 15 DUCTS SHAL OT E GONNEG D WIT SHEET-META ZONES;FIRST AND SECOND FLOOR ______.___ _ _ ., -1 11 22L N B TE H L 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOI ER s ___. ---..-_ -- -- ----- - --- ----'_- --_-- - -- - -- ----- J 5M G 14 L O5M/GO PROJECT: SCREWS TO NEW COIL. L _ - - - -_ - - - - .. - ---__--- __ ._-- - - V / O 1. MAX• LENGTH SHALL NOT EXCEED :25 FT FROM DRYER - -- - � ___ - - _ I II2: O"LOCATION TO THE WALL OR ROOF TERMINATION. THE 3.ROUTE COOLANT LINE AS REQ'D FROM A/G CONDENSER. - - _ - - - 2_0164GLOSET 3 IL N 3 IL N 2 GLOSET 4MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ,-_->„_�..,-.n,n. ., _ • ��.e2 ��n . . _ RFEET FOR EACH 45° END AND 5 FEET FOR EACH 90° - - - -- .-- - 201 cv PEL�E' BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES A I "��s ��_ � � A. m A RESIDENCE NOT INCLUDE THE TRANSITION DUCT. �._: _„- ,_ --Mr-. _,: ._-_., �.-z-- �, -,__ _-_-1_- CHASE A-301 --- - - - - -- -- -- - 3 1 _ A I 23 NATURAL LIGHT t VENTILATION 0. (HABITABLE SPAGE) 220 NAVY STREET M/G SM/GO _- - FLOOR AREA 154 S.F. ORIENT, NY 11957 _- -_ - -- `t % REQ S.F. PROV. _ .r:.- ._- _ _.. _-_-_-- __ __ > LI TING;MIN. 8% � RAWING TITLE: - - - - - - - - BEDROOM I OF FLOOR AREA S.F.55. - 220 S.F. _ f BEDROOM 2 BEDROOM 3 r VENTILATION;MIN. 6.2 S.F. 15.1 S.F. PROPOSED SECOND FLOOR PLAN 154 S.F. 154 S.F. 4% OF FLOOR AREA l0 NATURAL LIGHT VENTILATION (HABITABLE 5PAGE) 10 d FLOOR AREA 154 S.F. PAGE: ROOM E I NI SHES ----- --------- - - ---- ` - NATURAL LIGHT 4 VENTILATION in p % REQ. S.F. PROV. - - - - -- - ---- (HABITABLE SPACE) in - -- - - -------- --------- ---- - LIF FLOG MIN. 8% A-:103m02 WALLS FLOOR 1, FLOOR AREA 220 S.F. OF FLOOR AREA 12.3 S.F. 24.3 S.F. ---- -- VENTILATION;MIN. 6.2 S.F. 20.1 S.F. 4% OF FLOOR AREA ROOM ---- p NOTES REQ. S.F. PROV. 3 LIGHTING;MIN. 8% I7.6 5.F. 15.4 5.F. 6- T 4 5 4 R 4 DATE: 10/24/24 4 OF 7 -lll OF FLOOR AREA �2 9-�2 10'-O" 9-�2 b-�2 VENTILATION;MIN. 8.5 S.F. I6,6 S.F. SECOND FLOOR - - --- 4% OF FLOOR AREA _ BEDROOM IJL Lr '� Q L--- _ �----- 0 5 10 20 BATHROOM 2 _ �J - --• ��-_=1 =_-•_ 'r===__ GRAPHIC SCALE I � Ffi�Oi�OSEI7 SEGO�II> FLOOR PLAN1/4' 1_11�11 , BEDROOM - --- - I ,Y•q 1 • • I, it fl �, 2 II 1 II f i 5GA E 14 I -O L - _� L / - JI I,O 115.E S.F. H,4B I T��L� Si��G�; I,O 115.�. CROSS �i�� it LAUNDRY r 1 ----------- --- - -- • [_ CLOSET [ -, c'' • BATHROOM - �� 3 I HALLWAY --- BEDROOM • ----,---- ---- ----- a- ELEVATION NOTES < HATCHED AREAS INDICATE NEW WORK (TY`F-) Ld (D U-11 , J TYPICAL ROOFING:O Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2, H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION = *E L0 BEFORE INSTALLATION L) O 0) 0 OPROVIDE CONCEALED FLASHING AT ALL ROOF o INTERFACES. C) ....... .. > z TYPICAL 501NO: c Lo z -.4- 0 G) 1. SEE NOTE AT 5UILDINrz, SECTION FOR MINIMUM ----- •- 77 CONSTRUCTION STANDARDS Ei clq 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION o 0 BEFORE INSTALLATION ......... c =3 CO m Lu 0 RESERVED z -c 0 Lo 0 0------------ - ----- < IL :2 0 NEW CRAWL SPACE ACCESS Z a) O SEE ALSO PLAN 4 DETAIL I If I I I If I I I I I�L ]JL[LJ I I I 1 11 11 Z O NEW HOSE 515 T L CEDAR SHINGLE H.O. TO L x Z ]LILLD tl VERIFY FINAL COLOR NEW AIC CONDENSERS ON V400D PLATFORM OAND MATERIAL (ABOVE DFE) AWL]- LUL: 1-111-1 1 SELECTION BEFORE dJ INSTALLATION LULIL II II 4.5 z O Lu RESERVED 'rill L_ i -11-d-lull • QA -NT' (7YF) JilLtiAlLiLl LILHA-lilljj- ULU NEW FLOOD VENTS BY 'SMART VENT' INSTALL I' MAX. ABOVE GRADE 4 S.F. ELEV. I CRANI-SPACE SLAB j L]it ULLil Lu Lu 111 1 ULU-II -M, II II I I II-t-L L uli U -ILI]i-UL LM U-U I I I- I Ithu 1 4 12 LI] RESERVED JULLU-1 11-U-1- I. z 1-11 t�--nuu LLl -tjL Lu LiLiu-1-1 -1 < 13 DRAINAGE NOTE: Ll I. CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO LLILUILl Lill-l- i LILH L 11 fli-LEL L) Ju-jil-1 AWLILUA-W L L L-I-LL-I- 11 Al lial- LLj yz tj JJ T[Ld- 11 F.F. ELEV. 14 METER NOTE: UJ 0 O ALL MISC. UTILITY ------ BLOOD ZONE +2, V=E) METERS TO COMPLY WITH APPENDIX r7, THE REQUIREMENTS OF THE UTILITY' COMPANY HAVING ui (D ,CESS JURISDICTION, AND SHALL BE PROVIDED WITH Ar AVERAGE GRADE FOP, METER READING AS PEP, THE UTILITY COMPANY REQUIREMENTS. FLOOD ZONE AE EL (5 CLAPBOARD SIDING H.O. TO VERIFY FINAL COLOR AND MATERIAL/ SELECTION BEFORE NORTH ELEVATION (FRONT) INSTALLATION Z, 0 50ALE: 1/4" 1'-0" R z 0 00, z 2�0 :F( 0 Ez� ui z a: W 0 Zr E w L) (n w al zl 3:� L) 0 w w w ZI 0 E L) 0 04 12 le N Lu 4.5 N CN, 0 l-,-ttlll LUJl-JLiLU-jE-- U L111 PROJECT: IULI LUE-UAILl 1 1-1 i-li-I Ll JALILILl J]El 15 PELZER _11�1_1 l !( _a O-I�_l��_1 P 1-!1��I U N RESIDENCE -I I itt-ul ILLU li LU 111ULILL111i CEDAR SHINGLE H.O. TO L VERIFY FINAL COLOR ---------- -Alui 1-JU UU: AND MATERIAL I SELECTION BEFORE 220 NAVY STREET -1 L-1111 Jam Jut-iu-u LlituLi INSTALLATION -ul� EUil J-11 ORIENT, NY 11957 11 ULj 1 J 11 MAM [J DRAWING TITLE: 11-1 ti-E-Liffl-ulifl-l-j L111--LU. 1 1LO-1 LI W- 1-11--1 L1111]Ll J li r, ILI 1-1-11.1 LJLlitLL I PROPOSED EXTERIOR ELEVATIONS -1111-1 UiLfj Jill Ll. U.-ItiuLiu- W— LILI-111AILIL-11 JL[L.1 PAGE: a O_l O.1 l J�_ I_� J�_ Lu. - -�-�1LAI I IL ► t ,ul I L -]i Ul LlWJ Lifli LU LLL-U I .PAT . Ll ilLiull ]jj I I Ll DATE: 10/24/24 - 1111 5 OF 7- NEPq VENT OUTLETJ ABOVE FRCE (VFE) NEST ELEVATION (RIOHT 5c)F-) SCALE: 1/4" I'-V ULI 0. .0 L t ULU -iLlu -m-L Lim Lu 1-1 LLU IL CL ELEVATION NOTES a OI HATCHED AREAS INDICATE NEW WORK (TYP.) 0 ~ W OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM W J 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION T_ w OPROVIDE CONGEALED FLASHING AT ALL ROOF U Z) � O INTERFACES. Q 0 O TYPICAL 51DINO: z O I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM Q C Ln Z d' CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION a' •� N BEFORE INSTALLATION O RESERVED - - - -- - -- .0 O In ONEW CRAWL SPACE ACCESS SEE AL50 PLAN 3 DETAIL - - — _ _ _ _ _ - __ _ - = VERIFCEDAY FINAL LCOLOR O z a O AND MATERIAL ONEW HOSE BIB = _ - ---- - - =_- - =— R_ -- .. ---- - ----- - - INSTALLATIONO z !� SELECTION BEFORE - _ NEW A/C CONDENSERS ON WOOD PLATFORM - I I ' I I I I- 13 PROVIDE SOLID WOOD w OO (ABOVE DFE) "ul' I ` I I I ,� I I I I - ll_J-1 BLOGKN6 C FUTURE Z -�-J �-+--u -----�"-----""''�-' 14 AWNING LOCATIONRESERVED -L1- . ._- -- - - - __ _ -- -- - -- . - - Gz CLAPBOARD SIDING W NEW FLOOD VENTS BY 'SMART VENT' (TYP.) L KH.O. TO VERIFY FINAL Q I I I I I I I I I- . - - �J !' (�. �L.l-t-��-1 1_J_J L�__I J� - 4.5 COLOR AND MATERIAL Io INSTALL I' MAX. ABOVE GRADE ' I I I I--- - �II I I I I —u�— I ( I I i`� I_36„ L�" -- --- SELECTION BEFORE GRAWLSPAGE SLAB J� �( f j-LI�j�J .Ll-1= J- L - - INSTALLATION • __l�_._LI__1_I-__ -1_�1_I-1_ _1_I__I_.1_�.1�_J�_l�_�_- �_ --J-�_�-� �� _�__ W w II RESERVED ----- - W S.F. --- --------- - - -------- -_� Q RESERVED - -- - --- - 12 ',, I � 13 DRAINAGE NOTE: �.1�.�.�_1-�--L,--�-�--L�--�--�-�--LI--t_1�L�I_�L_ I-1.�-1--1_l- ---- -------�-- ---- Z _ 1_U_ H 11.11UU1.1_l -- I. CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO O O r n DRY WELL5i, _J �l [U-L - G a� �— . Ed METER NOTE: l l ��__1L�1_11 _l� 1_l�_�_ 1 l l 1_l C �1__11_ _��1_ E1_��1�_ _ - __ --- _ o 14 ALL M150. UTILITY METERS TO COMPLY WITH APPENDIX 6, � � (-� -1_1-� _-_-- __-_ LL — U W THE REOUIREMENT5 OF THE UTILITY COMPANY HAVING JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS i W (D J �J FOR METER READING AS PER THE UTILITY COMPANY - - aN Q IREMENTS. I I I f I ' ' I I I I I � I i Q RE U __�-�-1 _J_1_l_l_.�_�__1_-1._�1 -L. 1 � f I I Ir to �,r� �� 1 0 SOUTH ELEVATION (REAR) � o o 5GALE: 1/4" = 1'-0" g JI J I � w ,z !Z Z p 0 ZI F- W Z uj 2 '� g w is J � Z � � w U_ V) Z V to , N w iN Z, 0 W U 2 U m Q U rl N - FY N N W � N N II Q M O 4.5 J-! LE-11 U�IU1_J lUl 1_ PROJECT: U 111_fli 1_ 'I-I lr l�1-.U-L P E LZ E R -AL 1_I_i_1__1 U�_ _I�_�__�_1___1�_1�_l�_u_�_1_-1 -1i1l__11.1_l _ 1__�1_U_ _ 13 RESIDENCE -�--�__Ll__- Ll - ]L1._IJLUU _11_ - - vi 1-1-1 -i - � -1-�1----11-U-I, 1 1J_l _ 1 LI I I I�1 jJ1I I I I I , I1_JI-l_1 ( I 1 I ICI I (1 IIDi �_1 LE11-11LJ-LII_1_Ll-L�I_�1.-L_t-1J-fl_ --- ��J1111L 1 1_L L_1 J __l. L_ CEDAR SHINGLE H.O. TO 220 NAVY STREET 2 I I I VERIFY FINAL COLOR _ AND MATERIAL ORIENT, NY 11957 -I I I I I f I I I I ! I ISELECTION 11]_�. INSTALLATION FORE JA DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS LII-- - �.ULIE 1111-IL-11 1�IUL1-1JU�U1 1 I I -I I - d-1 L PAGE: I; _i_l J- ! --- .. I-- - - _I I l�.__�1_1-I_1_L�_.1. __ -- 2, 0/.m m O;i& LJ__l_� I---J-LJ_-1_-11-J1-111]__ DATE: 10/24/24 6 OF 7 L-� to �I-•- `' •. EAST ELEVATION (LEFT SIDE) :t 50ALE: I/4" = I'-O" } �'''.,", > BUILDING SECTION. NOTES I< Q > V) p > ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT ROOF SHINGLES ~ W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO V W > 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS uj J OVER > 5.INSTALL 15 # BUILDING FELT N.O.N) OVER — a 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) V C > 6.PROVIDE RIDGE VENT (AS REG'D) I 2 Z 0 1. FLASH ALL VALLEYS > a o B.INSTALL DRIP EDGE AS REOV — �--� • o q.INSTALL ALL AS PER MANU. 5PIEG.'s RIDGE PER PLAN Za >- > N > TYPICAL ROOF o C$ CEILING CON5TRUGTION: L0 z `t O • NEW ROOFING AS NOTED N � • I/2" GDX PLYWD SHEATHING (BLOCKIN(s, X® ALL I i � PLYWD SEAMS) 1 C :3 CO • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 ; { W O 0 m .- OVER V INSTALL "X" BRIDGINC3 ® CENTER OF > SPAN,U.O.N) • MIN. OF R-4q SPRAY FOAM INSULATIONI ' j / Z I` C 0 • 0 04 .. 5 Lo Q ICILM0 Z n , n 1 O3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): .�1 W 3 a rl > • UPON "TYVEK" HOUSE WRAP (OREQUAL) 2 I • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® r1 > ALL PLYWD SEAMS) - Lu • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE '2jRl GE R. P AN .y r > • 2" SPRAY FOAM;R-15 GATT INSULATION r • 5/8" GYPSUM BD. W NEW STUD TOIX ALL FINISH I O Z > 1 12 SECOND FLOOR D ROOM 21 DROOM 3 FLOOR ASSEMBLY NEV SIDING NOTE (TYPJ: 4.5�— � O4 I. INSTALL NEW 5HINGLE SIDING OR pti CONNECTION GI AS ' v CLAPBOARD (REF. TO ELEVATION) ��O I PER PAGE 6-003 L j 2."TYVEK" HOUSE WRAP (OR EQUAL) N� I ( r 5.INSTALL ALL A5 PER MANU. 5PEC.'5 4.PROVIDE ALL NECESSARY TRIM FOR I > PROPER INSTALLATION 5.SIDING SHALL EXTEND TO TOP OF �I— - _ _- T _- L Lu I"" • FOUNDATION WALL L1J Lu TYPICAL FLOOR CONSTRUCTION: 'I r ._I > 5 O SELECT --- ------ G, W O I. FINISH FLOORING T L 2. 514 Tt0 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED > 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER V 1 a INSTALL 'X' BRACE ® MIDSPAN a r 4. MIN. R-50 SPRAY FOAM INSULATION AT 4" (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) SCREEN ! — z 5. PROVIDE 2" SPRAY FOAM AT RIM J015T ==_- PORCH ENTRY FIRST FLOOR '1 ix . — _�� HALLWAY -- NEW STUD TO L1J DINING ROOM I' - FLOOR ASSEMBLY a (n --_ -- - - -�---I CONNECTION 'DI' AS . . V PER PAGE 6-003 0 -. W _MAI _ 2 M All n - 1 Lu PITCH _- GRA�ILSPAGE PITCH Q� N GRADE = = GRADE'- z its Zi SECTION A-A/A-50I zo SCALE: 1/4" = 1'-0" 00 �= a gJ � W z3 zo a o' cn w 3 z w z w o � ai =) z Q c~i (n � w v~i z cr- tU CONNECTION 'A' A5 ? W to PER PAGE 0-003 w z U Q r-- NEW RIDGE IDGE HEIGHT �R O �f`` --------------------------------- - ELEV. +32.q' U Q U 12 12 � N 4.5 4.5 � A N er ?Ez pv�N � R'R. _F _ w m v cv p UNFINISHED �p��k' �V^ CN 0 0 ATTIC C PLAN PROJECT: 'i� 'y ` _ r PELZER PROVIDE HDR ABOVE u �. ALL WINDOW5 d = R ES I D E N C E - SECOND FLOOR DOORS AS PER z m STRUCTURAL PLANS 5ATHROOM 2 GL 2 BEDROOM I 0 Q xV N�WRR. qs 14..5 - -- PLATE ILL , 220 NAVY STREET p��" ® wlNDows. ORIENT, NY 11957 _ � I R.R. - ------------ ------ SECOND FLOOR - - -- DRAWING TITLE: - - -- -- ELEV. +18.5' PER PLAN / F.J. PER PLANAll ( -- -- ----- 3 SAS f'ER PLAN z BUILDING SECTIONS 4 I -- FIR5T FLOOR DINING SCREEN ROOM FIRST FLOOR KITCHEN PORCH -- --'I PAGE: -FIRST FLOOR ■ l - -�-�✓ '.�r� �'— ELEV. +bb' - - - - -- . F.J. AS PER PLAN EE x.X x ) F.J. PER PLAN AVERAGE GRADE DATE: 10�24�24 7 OF 7 ELEV. +6.5 —GRAD PITCH GRAWLSPAGE PITCH - 5 GP GRAWLSPAGE � RADE ---ITCH �' FLOOD ZONE AE � 6 'GRAD --- cv ELEV. +( E E in GRAWLSPAGE SLAB ELEV. +5-0' SEOTION B-B/A-501 SECTION O-O/A-50I 5GALE: 1/4" = 1'-0" _ SCALE: I/4" I'-O" "Y r OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: 1r-6-123 B.P.# 5�o WITHOUT CERTIFICATE FE��o� IO BY: OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING COMPLY WITH ALL CODES OF 3. INSULATION NEW YORK STATE&TOWN CODES 4. FINAL-CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ,�IN ZBA ALL CONSTRUCTION SHALL MEET THE �`"7 SOUfHOLDTO� REQUIREMENTS OF THE CODES OF NEW —,..-SO IOID Tun'N PLQ%ING BOARD YORK STATE. NOT RESPONSIBLE FOR SOUM TOt",'N TRUSTEES DESIGN OR CONSTRUCTON ERRORS N.Y.S.DEC SOUMOI.D r,0 FLOOD �1 l e y SCHD ,►; ; • }� �da:: :,�l - RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION TRUSS PLACARDING REQUIRED HAS BEEN APPROVED. mj=r"mro ro- PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE All exterior lighting CERTIFICATE OF OCCUPANCY installed,replaced or SOLDER USED IN WATER repaired shall conform SUPPLY SYSTEM CANNOT to Chapter 172 EXCEED 2/10 OF 1% LEAD. of the Town Code PLUMBING Must provide Manuals ALL ING WASTE &WATERBLINES NEED D, J and S as per TESTING BEF077,F COVFr ` NYS Energy Code Blower door and ductwork testing required. SITE PLAN HATCH KEY: PROPOSED DWELLING Ld PROPOSED DEGIG. '/ F- _ v J , w uj N = Q Lo c � 0 -.`+• .R.,. "ref*-w��. xy,¢ :+- n F.o:�. a ,. ... o of 13.�A C4� � �V z 'Cf 22 PLFrct +. ? 6 C w a-- �R s 025 D N r X o •� W c � m � co lu, a� 2e �A Z NO - � x N- a Z 7 Q CL � O B h - Z 122 of 12 132 1 217,. 2A t+ - --- - - - - - U 2 _ _ - - - Z 0 1 i ? KING ,,;`' . �,` �:) � -�.E•. }.. - - -- --_ -_-- f I � -- - - � L.r. r 1 504020 - ------------ - d EL=6.3' PROPOSED EXIST. SUBJECT PROPERT`1' ----- _--_ CONTOURS �a J SITE LAYOUT NOTES: i I. THIS 15 AN ARCHITECTS SITE PLAN 4 IS 1 ; ,^ i SUBJECT TO VERIFICATION BY A LICENSED Q v! LOCATION SURVEYOR. THE INFORMATION �- 0 (5) EXIST. _ I 0 REPRESENTED ON THIS 51TE PLAN IS TO THE SCALE: NTS Z 0 SHEDS / ARCHITECT'S BEST OF KNOWLEDGE. W • - I TO BENEW F.E. o PRO�IE�T �� : PAGE <E� : . . i ----------------1 REMOVED O 2. SURVEY INFORMATION WAS OBTAINED v J L.P. \ � NEW -a � FROM A SURVEY DATED APRIL 10, 2021 � nl Ul to EXISTING FRAME 8 NEW NEW L.P. 1 OO AND PREPARED BY: (, QCC W O I PROP. GENERAL DWELLING TO BE M.S. L.P. - W G m STANDBY DEMOLISHED NEW / I KENNETH M. WOYGHUK LAND 5URVEYIN6 1 . PROPOSED 2 STORY FRAME MOUSE W/ SCREEN PORCH AND C-001 .00 PROJECT LOCATION & SCOPE Lu Q 0 GENERATOR / NEW I/A F.E. N.Y. STATE LAND SURVEYOR - m DW / OWTS L.P. / LIG. #050882 COVERED PORCHES. SITE PLAN & ZONING DATA = W O P.O. BOX 153 (� T"I 2. EX I STI NO 2 STORY FRAME HOUSE TO BE DEMOLISHED - O NEW F.E. I AOUEBOGUE, N.Y. 11431 � W (O 5.4' PROP. 5.4' PROP. L P I / (651) 2a8-1588 B. EX I STI NO FRAME SHEDS TO BE REMOVED Q 0- CN Q STORM RING STORM RING GENERAL TOP ELEV. TOP ELEV. 1125 1 I 4. PROPOSED I/A OWTS (BY OTHERS) -®®2 ®® ENERGYTABLES u? NEW m o.4 D GK �o O. � T DATA : STRUCTURAL DESIGN CHARTS 10' - 14.9'/ 13.0'% / 33.2/ 20.0' -- _ _ _-- - O-005•00 HOLDOWN, ANCHOR BOLT, EXIST. I MIN. / O PROJECT / ZONING DATA sGREEN _ STRAPPING, & NAILING DETAILS CONTOUR `r 'PORCH PROPOSED /,�� j / 1 $ 2 STORY tiO�j�tti� TAX MAP # 1000-26-1-25 - FASTENING SCHEDULE 14.a' 6.4' FRAME HOUSE in ��P` O O ZONING DISTRICT R-40 N/G F.F. EL.=8.8' ti w l -®®�.®® FRAMING GRAPHICS PROi66, ON PLAT. Z } LOT AREA o.3 ACRES BEAM CONNECTION PATTERNS TESTROPOSED L _ \, I < < FEMA FLOOD ZONE X 4 AE (EL 6) FIREBLOCKING DETAILS HOLE & CONTOURS , d) /Oi6• \ _J O EXIST. -I l ' 6'' m\0' STOOP0 6' O WETLAN<75 DISTRICT NO / LIA - Q •®® PROPOSED FOUNDATION PLAN I> \� I DEC, DISTRICT NO DW I IV \ O Lu - - PROPOSED PARKING wlw \ - ' O 10 SUFFOLK COUNTY HO APPROVAL PENDING 4 BDRM. (PERVIOUS) 2,UJ 5.4' PROP. cV o � I< I Z - - - --- -- - -- -- - --- - - - - - - 02 .®® PROPOSED FIRST FLOOR PLAN 1 N/w STORM RING -I - 0 TOP ELEV. p \ I q I.32 -- HABITABLE GROSS Lh-l ' - - iQ. � �• � SPACE AREA F- z N86°1 '20"E 115.76' BASEMENT AREA 0 S.F. 467 S.F. w A- 105.00 PROPOSED SECOND FLOOR PLAN 0 ----- ---------------- -�� FIRST FLOOR AREA 750 S.F. 750 S.F. 0--- O.H.W. - --_- UTILITY _ R v _ POLE POLE SECOND FLOOR AREA 467 S.F. 467 S.F. AREA TOTALS 1,217.0 S.F. 1,684.0 S.F. �f \ / ./ PROPOSED PROPOSED -�® � •®0 PROPOSED EXTERIOR ELEVATIONS Q `� A Y I S T R E E T HABITABLE GROSS o SPACE AREA BASEMENT AREA O S.F. 1,454 S.F. PROJECT: FIRST FLOOR AREA 1231 S.F. 1,454 S.F. A-202 .00 PROPOSED EXTERIOR ELEVATIONS PELZER o s io so 50 .w so SECOND FLOOR AREA 1,011 S.F. 1,011 S.F. RESIDENCE SITE PLAN &RAPHIGSCAl.E r-15 AREA TOTALS 2,242.0 S.F. 5"11cf.0 S.F. SCALE: 1" = 15'-0" A-501 .00 BUILDING SECTIONS TEST HOLE DATA LOT COVERAGE 220 NAVY STREET I6 OCTOBER,2020 DESCRIPTION (FOOTPRINT) AREA % LOT ORIENT, NY 11957 COVERAGE DESIGN DETAILS MGDONALD GEOSGIENGE -401 .00 Box loon TOTAL LOT AREA 12,326.2 S.F. DRAWING TITLE: SOUTHOLD, N.Y. 11971 PROPOSED DWELLING W/ SCREEN 631.765.3677 PORCH 1,454.0 S.F. 11.5% PROJECT LOCATION &SCOPE PROPOSED COVERED PORCH 142.0 S.F. 1.29b 5- ® 1 ®0 PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA EL=5.ci' PROPOSED STOOP 42.0 S.F. 0.5% OL DRY BROWN -_ LO' - LOAM PROPOSED DECK IIC1.0 S.F. 1.0% PAGE: TOTAL AREA OF ALL STRUCTURES 1757.0 S.F. 14.5% 5- 102 00 PROPOSED STRUCTURAL PLANS CH BROWN - - GLAY 1717 "MAXIMUM LOT COVERAGE ALLOWED - 20% G-001m00 4.5' ' WATER IN REQUIRED 5ETI5ACK5 - MAIN BUILDING 60 %/ BROWN CLAY PROPOSED STRUCTURAL PLANS - - - - -- -- REQUIRED EXIST. PROPOSED COMPLIES •®® DATE: 12/01/22 1 OF 15 FRONT YARD 19.2' 21.2' 22.0' YES (AVERAGE) DRAINAGE SYSTEM CALCULATIONS: SIDE YARD lo.o' 27.2' 20.0' YES S- ® •0® PROPOSED STRUCTURAL PLANS PROPOSED DWELLING d PORCH= 1,454 Sq. Ft. 1,454 Sq. Ft. X 0.17= 248 245/42.2= 5.& VERTICAL FT. OF &' DIA POOL REQUIRED NOTE: BOTH SIDE YARDS -� 15.0' 90.4' S1.7' YES R�pgj;�y i WATER IN PROVIDE (5) &V X 2' DEEP DRYWELL5 I. FLOOD MAP DATA: N �' �5 •{ M BROWN FINE TO MAP #: 3610300065H REAR YARD 30.0' 41.5' S3.8 YES ? Cj 0 0OAR5E 5A.ND MAP DATE: O'�/25/200q DRAINAGE SYSTEM INSTALLATION NOTES: FLOOD ZONES: AE6 a X - ® 1 •®® DWV/ WATER SUPPLY RISER o i ' A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS $ 2. SITE PROTECTION/SILT FENCING TO BE GAS RISER WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC INSTALLED AS REQUIRED BY THE TOWN OF - COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE SOUTHOLD. N'A 03740� C)� L/ E OF ALL FOUNDATION WALL5 ' A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 d 5. SURFACE WATERS OR WETLANDS ARE OF 17.0' CONCRETE SLABS AND PROPERTY LINES LOCATED WITHIN 500' OF THE PROPERTY. GOMMENT5: GROUNDWATER • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ENCOUNTERED 4.5' BELOW • A MINIMUM OF 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE 4. ELEVATIONS REFERENCE NAVD 1988 GRADE BOTTOM OF DRY WELLS AND GROUND WATER. NOTES � SPE:G I F I GATT ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY ABBRE Y I t" T I O I VS Q. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 BETTER(Fb = 8"15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -------_ -- _ Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION Nor SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. , IS ALSO THE FAMILIARIZED G 41TH RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND ThE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - 0 SPECIFICATIONS,AND BE FAMILIARI''.ED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE I9" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR rE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR �_ 2. W 9" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVID=S EQUIVALENT OR ___ W " GREATER STRUCTURAL SAFETY OR DURABILITY, 5UGH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL V GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREhENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) `� W J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPEG.'s ) MANUFACTURER'S SPEGIFIGATIONS ° APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS ___ I----- I ~ N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN.OF 4'-O" BELOW GRADE,UNLESS B.O. �I BO OTT M OF _ MAX. _1 MAXIMUM 1 = O ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED � I U Of STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CUED LAMINATED TIMBER, BOT. BOTTOM MECH. , MECHANICAL �p PREFABRICATED WOOD I-JOISTS,STRUCTURAL:OMPOSITE LUMBER, 5. WALLS TO BE POURED COVGRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. -._- _ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. _ BOTTOM OF WALL MIN. MINIMUM Q -� p 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ __ _ __ AND AUTHORITIES HAVING JURISDICTION. 5S Z ++ N I RULES SPECIFIED IN 1.1 THROUGH 1.9. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. 11 CEILING JOIST I NAVD98 � NORTH AMERIGAN VERTICAL DATUM OF ICi88 L 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, __ _ Q C In Z d- OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG NEW PORK CITY BUILDING GODS Q. 'p `- N INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED _____ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER &RADIN6 OR INSPECTION AGENCY 9. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED - � X -Y CONT. CONTINUOUS O.G. ON CENTER 0 I SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ___- _- - � O 9. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COWITTEE OR EQUIVALENT. THE I - - f � W 0 Q m 4- , WITH THE WORK. � DBE. DOUBLE JI OGG. OCCUPANCY 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. S :-+ Lo 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE DFE SIGN FLOOD ELEVATION PBFE [PRELIMINARY BASE FLOOD ELEVATION � � O o 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE I '� N -f-+ P.T. REQUIREMENTS OF U.S. DEPARTMENTOF COMMERCE P520-99. D ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 29 _ UNLE55 APPROVED BY THE ARGHITEG:T/ENGINEER. DAYS OF 4p00 P.S.I., U.O.N. 0 � Q O 0- :2 O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. ____DIMENSION P. GONG. 1 POURED CONCRETE Z ^ ` -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTC A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WIT}+ a) W BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOe BARRIER UNDER D.J. DECK JOISTS I PL. PLATE Q T-I FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 9. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. - EACH-- PLYWD. PLYWOOD W APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINrS WHERE SLAB ABUTS FRAMING. 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. 11 ELEVATION P-T. _1 PRESSURE TREATED 11. SUB FLOORING,GENERALLY, TO BE OF 3/4' THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILIN& AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER(5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT [REQ'D REQUIRED 1 Ix Z +J CERTIFICATES, CERT. OF OCCUPANCY' OR COMPLETION AND U.L. APPROVAL DOCUMENT,THE GOVERNING BOLDING CODE AND ANY ADDITIONAL ° _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING lI RI RISER < �"- ( 1 Ii. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. z v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM l a W PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY hIEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES I5. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO 5TRUGTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE R.R. [ROOF RAFTER N12. THE ARCHITECT IS NOT RETAINED 'FOR SUPERVISION OF THE WORK AND IS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF � Q 1.- 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, T DOG T Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 9'-O" AND AT EVERY 9'-O". 60VERNIN& BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40-F AND FALLING,UNLE55 APPROVED BY ARCHITEOVENOINEER. NO FAR FLOOR AREA RATIO STL. �ISTEEL O 13. THE CONTRACTOR SHALL OBTAIN G SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - W � • - CERTIFICATE OF OCCUPANCY. F.A.V. FRESH AIR VENT S.V. SMART VENT W W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE G-005. 1.5. PREFABRICATED WOOD TRV55ES: ASSEMBLIES USING PREFABRICATED IT NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED `] W - + 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL J TIMES. AT THE COMPLETION OF WORK; THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT,THE ARCHITECT/ENGINEER. - RUBBISH, WASTE MATERIALS,TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS " I� NECESSARY. SET FORTH IN AN51/rPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 19. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION , TEMP GL. TEMPERED GLASS Q �. U BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. c 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I F.J. FLOOR JOISTS THK. THICK Q A. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I FOUND. FOUNDATION CO.W. TOP OF WALL Z ix C AND ORDINANCES. 19. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER ODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR &YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ _ W ° - lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 637 SPECIFICATION FOR GYPSUM LATH, OR ASTM G"19 CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD w Q \ ((1 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. ix = �J J COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. ([FRAME TYP. TYPICAL < (j AS PER PAGE 0-005. I.T HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 9" - - - -� V Q U 1.__.- Q) I-l. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED _� W 2 = ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL F'' ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.9 STRUCTURAL PANELS: 6LA55 WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD ]�I.F. VERIFY IN FIELD = L1� 0 :�i 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.9.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL -- U �- vi CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN H/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER W MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND --- CONTRACTOR N ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN CLEARANCES ARE PROVIDED. - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER NO. 1�WOOD ETC,. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR . , =-- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIR.EGTLY 3 ALL SLIDING CLASS DOORS SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM,OR AN FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. WITHIN 19' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A UNLESS OTHERWISE NOTED. -��- - - PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN 1.9E MIGROLAM HOR. HORIZONTAL B. GEOR6IA PACIFIC 2.OE 6-P LAM 1.9.2. ORIENTED-STRAND BOARD (056), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL EE INSTALLED IN STRICT ACCORDANCE WITH 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOAR.D USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPEGIFIGA-IONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY _ __ __ _ - OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I I FENESTRATION I U I I /( I�� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ' I I `G AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR - _ AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A209.1 AND ANY 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSEGCC) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.9.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 9. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LA55 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _ - - WHIGH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C209 STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.52 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F YE5 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.9.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 & TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE --- . 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS CEILING R-VALUE R-49 SPRAY FOAM INSULATION MIN. R-VALUE = 49 YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/9" TO THE EDGE OF THE STUD. REPORTS. -- - ----- COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE „ 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. EXTERIOR (2„xb ) WOOD I R-13 GATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. FRAME WALL R-VALUE R-14 SPRAY FOAM INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. i I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-005 6 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 19.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE - N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING R-50 BATT INSULATION [MIN R-VALUE = I9 F2NEW YORK 5TATE PROPERTY MAINTENANCE GORE, AND 2020 NEW PORK SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM EI99(� AND ASTM EI996 AS MODIFIED BY 2020 NYS BG FLOOR R-VALUE SPRAY FOAM AT RIM BOARD ER TABLE R402.1.2 - CLIMATE ZONE 4 YE5Lu STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 2.2.2. LA& 5CREW5: LA6 5GREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _ ___ 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'s). ASME B19.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/VASMA 115. COMPLIANCE STATEMENT: V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2019 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. � (AFSPA) AMERIGAN WOOD COUNCIL GZWG). WOOD POSTIN6 TO BE BLOCKED SOLID TO FOUND. WALL H/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS 5HALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PLUMBING CODE. SECURE H/(2) 1/2" -V ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE cii EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ~ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A57M A653,STRUCTURAL QUALITY, CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED l� MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® PO5TIN6, U.O.N). &RAVE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R50I .-I 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201� NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA PROJECT: IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 5TANDARD SHEAR.WALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT(DWV) - CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 9" LONG SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. &ROUND SNOW LOAD 25 L55 w/b" RISE a w/(2) 5/4"m BOLTS THROUGH CE NTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66"f STANDARD ALLOWABLE P E LZ E R SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION;55TO 10-99 AND 2019556C, HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/190 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUC-H FOUNDATION WALL AND PITCHED AT I/9" PER W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES FOOT. 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 19.6.1 INTERIOR WALLS d PARTITIONS H/190 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIN6 DEVICES NOT SHINGLES OR APPROVED EQUAL. WOODSCREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: __ WEATHERING SEVERE 220 NAVY STREET INGLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL - DISH WASHER.........................................2" BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER IS# BUILDING FELT,UNLESS OTHERWISE - KITCHEN SINK.......................................2" FLOORS a PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-0" ORIENT NY 11957 - LAVATORY..............................................2" NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - 5HOWER/TUB.........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES,CONNECTORS, 5CREW5, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - TOILET.......................................................3° TERMITE MODERATE TO (HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. a 24" FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. - LAUNDRY ................................................2" - DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE - FLOOR DRAIN.........................................3" ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. PROVIDE FLASHIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. _ GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROUGH ROOF. ENERGY TABLE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. 'l. PROVIDE FROST-PROOF HOSE SIBS WITH EASILY ACCESSIBLE DRAIN d EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCKS AS R.EQ'V. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW RAFTERS EXCEPT WHERE COLLAR. TIES OF 1"xb" OR 2'x4" LUMBER IS 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED RAFTERS. PERMITTED WITH BACK FLOW PR.OTECTICN. STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 'f. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 49" AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. USE 16" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD 9. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR m00 9. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED THE SEALANT TO UPLIFT FORGES USING ASTM V 6391. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 sf IS psf` TO THE FOUNDATION WITH ANCHOR. BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED P P " AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. OF PROVIDED WITHIN TO INCHES OF EACH END OF EACH PLATE. ANCHOR T VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED $Y NO NOTCHING AND BORING CF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MA50NRY ARCHITECT NOR ANY POTENTIAL DAMAGE THEREOF. DATE: 12/OZ/22 2 OF 15 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 9. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM ELECTRICAL: PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TO 2011 NATIONAL ELECTRIC CODE, NFPA'70 AND 2020 NEW YORK STATE ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT( 42") 10 psf 15 psf SITE WORK ENERGY CONSERVATION CONSTRUCTION CODE. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6,UNLESS I. STAKEOUT IS TO BE PERFORMED $Y A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, DEEMED APPLICABLE. COMPLETION OF WORK. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PR.00EEDIN6. 3. 5/9", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 1 D AR(,'L, I, 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 'T2: �v '�/� 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED - GENERALLY, VERIFY OR PROVIDE HARD WIRED 0. 0- IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SMOKE DETECTORS h/BATTERY BACK-UP IN: SLEEPING ROOMS 30 psf 15 psf (? , 0 C) � STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING FOIL TO BE PLACED TOWARD WARM SIDE. �C/ j i� x EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SITE. STOCKPILE ALL EXCAVATED MATERIALS. (r FFk',• 3, f CONCRETE PANELS OF 5/9" THICKNESS MINIMUM. A. EACH SLEEPING RODM STAIRS 40 psf 15 psf 2 i.1 AV I--1 Q 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION p p :1 ►�) .� '� 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY B. OUTSIDE OF EACH SEPARATE SLEEPING * ; I ' a ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE AREA IN THE IMMEDIA-E VICINITY OF GUARDR.AIL5 AND HANDRAILS 200 psf 15 psf t. a ,-•` g FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - 'i:,,,, ,' '"`.f k TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. THE BEDROOMS (GENE2,4LLY THE HALLWAY) N s ,. ! Q,37�� ' ,p . 5. PROTECT TREES WITHIN EIGHT FEEL"OF THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: G. EVERY LEVEL OF DWELLING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC Qr ALL OPENINGS. - 9" R-30 FOR FLAT CEILINGS P 15 psf FOR LATH. C�OF 141�:'"- 9.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS (BASMENT, FIRST FLOOR, d SECOND FLOOR,ETC.) b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION MECHANICAL,FUEL OAS: - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE A50E -7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NYS MECHANICAL CODE ANC FUEL OAS CODE # O1�DO1�lN DETAILS TYF I SAL NAIL I NO/STAPP I NO REOU I REM NTS FOR -- ALL HARDWARE TO BE INSTALLED AS PER UF1� I FT, SHEAR/ $ LATERAL l�l I ND RESISTANCE N MANU. 5PEG.'s;MANUFACTURER NOTE: THIS SCHEDULE DOES NOFASTT IC DE NAILID Q NO FOR FRAMING STRAPS Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W . AND ROUGH OPENING FRAMING REQUIREMENTS) W **A-L 5TRAPPINO TO BE Iy4"x 20 GAUGE** -- 'SIMPSON" EQUIVALENT - C520 (COILED 5TRAP) ALL NAILING, IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W J ) *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) HOLDOIAIN 'A' HOLOOWN 'B' FDE50RIPTION FASTENER SPEC. FASTENER V c 0) CONNECTION A AND OUANT17Y SPACING 10 NAI � INC ARID w c0 FOP, FOUNDATIONS ROOF GE I L I NO FRAM I NO Q _0 }- o w I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd Z O C LN z �I ENDWALL COMMON NAIL w/o PREBORED HOLES. Q ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER _ r (5) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �' 2„ 2.WOOD 15 ASSUMED TO BE DF,a2 d BTR. IN DRY USE 'p w N HEIGHT STUD HEIGHT STUD R.R. SERVICE -J CORNER STUD TRANSFER SHEAR CONNECTION: 2 GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST � x0 U I NNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR \� (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP W O C) "SIMPSON" HDQS FOR STRAP - 3 8 d COMMON HOLES,SET NEW MEMBER. •— HOLDOWN ANCHOR a 2-Ibd COMMON • Z L Q . ++ L0 2-Ibd COMMON NAILS ® EA. END OF STRAP. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) CI-Ibd COMMON EACH LAP I`- C 0 NAILS ® 6' O.G. d LOCATIONS NOTED NAILS® 6" O.G. d • • • 4.NO M1xING OF NAIL SIZES OR TYPES ALLOWED N Q 4 ON PLANS 10" O.G. IF BLOCKED . • 0 Q O" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH ? 5.SEE SECTION b FOR ANY REQ T TO CLINCH THE NAILS(TO LO Q �— � O O.J./G.TIES ^ ` CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE Z USE 4 8 d COMMON NAILS ® �PHIc BELov�U "SIMPSON" HDQS 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY HOLDOWN ANCHOR a EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS i SPIKES d TABLE BLOCKING To RAFTER (TOE-NAIL) 2-5d COMMON EACH END Z LOCATIONS NOTED a SLOPES OF 5:12 AND GREATER. GR 4-I. ON PLANS ° ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END �- CONNEGTION BI B2 � Z AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: n . CONNECTION: WALL FRAMING ° — � Z U � TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT - - FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® 52 a V,J m HOLDOWN CAST IN PLACE w/W m THREADED ROD "• • EA. END OF STRAP: • • t s¢ WHEN IN TOWN OF ISLIP OR NAILING 1 TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE Q FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • I -I/a"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOS GEOMETRY EXCEEDS THAT PERMITTED IN 0 0 • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. . _ CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - -� �I � W ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMP50N# H2A (OR EQUAL) RAFTER TIE —II— UJ (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILINS - 3 8 d COMMON NAILS J W FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD Q ( l FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME CONNECTION FOR G.J. TO R.R. - cI 16 d COMMON NAILS w/-I/a"(P THREADED ROD • ,^ REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1� PER FOOT Q v! RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJ015T, or BLOCKING (FACE-NAIL) Z Q HOLDONN '(J' HOL.DONN V' APPLICABLE) _2— _I6_d COMMON NAILS FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAMING W W Q Q. NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATION 0 ONE STORY ONLY _ V Q U (5) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-ad COMMON EACH END O HEIGHT STUD\ CORNER STUD x _ ,,C,ONNE0TED TO 4-TRANSFER SHEAR ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "SIMPSON" HDQa AT STUD TO FLOOR ASSEMBLY = W 0 (3) 2x FULL : G2 TO STUD CONNECTION: BLOCKING TD SILL or 0 HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD • I TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK �J LOCATIONS NOTED NAILS O.C. IF O.G. b I ^ N ON PLANS lO" . IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST Lim CORNER POST I I NAILS a EA. END OF STRAP f ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST I � FOR EA. PLATE TO STUD ABOVE 4 OR 2_Ibd G N BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a i O.C. I I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ° a ROOF SHEATH I NO STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD e° "SIMPSON" S 14RJ CONNECTION DI D2 B o KINS PERIMETER EDGE ZONE a ad COMMON 6" EDGE /6" FIELD HOEDOWN INSTALLATION OPTIONS: o EA,BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO Cie' RAKE OVERHANG HOLDOWN CAST IN PLACE W'T/b",V THREADED ROD • FOR EXIST. P. GONG. OR NEWLY C:URRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO Va"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 1 --- CONCRETE w/ "51MPSON" 5E7[(HIGH STRENGTH EPDXY d I/2" MIN. ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT GORNMER " ° FOR STRAP - 3 8 I GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD (HIGH 5TRENOTH ACRYLIC, ADHESIVE) ONE #4 REBAR d COMMON NAILS ® EA. 1 SPECIFIED ON DI ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN 'o o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - - - w/1/5"0 THREADED ROD L _2 _M __ d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) / d FLOOR CONNECTION w/ # LPT4 SIMPSON (OR GYPSUM WALLBOARD 5d COOLERS 7" EDGE 101, FIELD NA I L I NO/57RAFF I N(5 @ W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) 0 PLATFORM TO SILL PLATES OF EA.STRAPS a4TO D Lu EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 5IMPWN H23 NOTATION: A STRUCTURAL PANELS: 0 A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.1,P. 011) GONNEGTION E I" or LESS: �u J B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.23B,P. 2q GREATER l) THAN I": IO COMMON (bill EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(201a WFGM,TABLE 3.250,P. 2q2; • d COMMON 6" EDGE / 12"' FIELD • - ALTERNATE AS PER TABLE 5.250,P. 2q3) D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER c EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2015 WFGM,TABLE 3.7,P. Iaq) # AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P.28b) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" D.G. AT THE PANEL EDGE TO OBTAIN HIGHER C F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.b,P. 141) °< a . ,a . " SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. 5 NAILS- FOR ROOFLL BE SHEATH NG PERMITTED o OF BE THE PERIMETER EDGEDUCED To 1-16D IOF THE ROOF, INCLUDING 4' ONI EACH FASTENING SCHEDULE B R FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE PELZER F ROUCH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° d' d (IN'.ACCORDANCE WITH WOOD FRAME CON5TRUGTION MANUAL 201a EDITION 4° FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. RESIDENCE _2_ _16_ d COMMON NAILS A NOTATION ROUGH A B G D E F G OPNG 220 NAVY STREET 2'-0" 2 1 1 1 1 1 ORIENT, NY 11957 4'-0" 4 1 2 2 2 2 � L= I �i I N� O TO� PLATE GABLE ENDWALL * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 BRAG I NO/STRAPF I NO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x15" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LNG PROVIDE -7 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKI ® 12-O.c. STRAPPING LENGTH FOR WIND - EXPOSURES B40 - FDR WIND - EXPOSURES BdG - 4'-O" O.G. TO AGHEIVE RAKE O.H. , & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE r � BUILDING MINIMUM SPLICE BULDING MINIMUM SPLIGE'�2'14 DIMENSION (FT.) LENGTH (FT) DIMEN5ION (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: ad NAILS EA. END OF EA. STRAP _ A N G H O R 5O Le T S F`E G I F I G A T I O N S I6'-O" 3'-O"r3'-q" I6'-O" 4'-0" AT TIC G-003m00--- - - t � V V 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" BLOCKING 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.2B,P. 157-160) BACK® 4'-0" O.C. CORNER � 3a" 24'-0° 4'-0"/5'-0" 24'-0' b'-o' DATE: 12/01/22 3 OF 15 CONDITION FOR ALL STRUCTURES: • 5/e"O ANCHOR BOLTS ® 3ci" O.G. 29,-O 5'-O"/6'-3" 2a'-O" T-O" 77 52'-0" 6'-O"/7'-6" 52.-0" iv SECOND FLOOR o NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE C CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE ? !RGD ARC LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" 11.-O" 1� I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER of NAILS BLOCKING 2 BAYS Gj f ° END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. I �` �O'p �(C1 CONDITION " � EDBSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-O" 13'-O" 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILLIN TYP.STRAP w/(3) �. , ; I �Y �% �„A a>•, n TOP TWO COURSES SOLID ad NAILS EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON B FOOT WALL 60'-0" 12'-O"/15'-O" 60'-O" I6'-O" OF EA. STRAP < ' O HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE '70'-0" 14'-O" 70'-0" Iq'-O" (� �_ +°-�x"-.•' �' NOTED MIN.5PLICE LENGTH BY THE FOLLOWING FACTOR 1A 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): b0'-O" I6'-O" 80'-O" 22'-O" 9�,� 0 FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 _ 0 f- (SEE DIAGRAM TO LEFT) IO'WALL- 125 BLOCKING 2 BAY5 12,WALL-11.5G THIS COLUMN w/MULTIPLIER BACK 0 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-O'WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP C I RDERS, 3 OR MORE SUFFORTS I � }�I I -� M I Q (THAT- EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A F I REBLOK I I` 0 FOR PLATFORM FORM WOOD FRA N� WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) ___ BETWEEN 1/6 ASSEMBLY REQUIREMENTS: p CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER 517E BY SIDE ARE CONTINUOUS OVER V Lij BLOCIQ NG UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES LJ.I —� 0 rr MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. • ♦� NON-LOAD BEARING WALL OFFSET FROM SUPPORT A I(2)ROWS IOd NAILS a 12'O.C. THE SPAN LENGTH FROM AN INTERMEDIATE ~ (V R PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST = Q 4-0 � STUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOP, AS FIRESLOPPING. — STUDS B (3)ROWS [OctI NAILS a 12'o.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE V C SUBFLOOR (2)ROWS I/2'm BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE ��yy : 0 SUBFLOOR G TWO-PIECE Li. w ♦— (Q DBL.a ENDS PLATE SERVE AS FIRESTOPPING. SOLE PLATE BUILT UP GIRDER I" MAX.52" Q -a • o NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE I SOLE PLATE D (2)ROWS I/2"m BOLTS• Ib"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE +, � �- JOI5T SERVES AS FIRE5TOPPING. Z 04 E (2)Rows v2• V BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF L EACH PIECE, OTHERS STAGGERED WITH A DISTANCE Q O C Lo Z d' BETWEEN 1/6 5 5. FIRESTOPPIN& SHALL BE 2 INCHES OF WOOD BLOCKINGr- (2)Rows s-3/b'TRUSSLOGK SIRENS a 12•O.C. d 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL F OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH F' �(2)ROWS 5-3/5•TRI55LOCK SCREWS a Ib'o.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O V I SGREV�D ON(i)SIDE of MEMBER l JOIST, OTHERS 5TA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � H (2)ROWS 3-3/b'TRUSSLOCK SIRENS a 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN0. w O 0 :�= JOIST sGRENED ON(1)SIDE OF MEMBER - Z -� 0 -� ul MAXIMUM OFFSET (2)Rows 5•TRJSSLOCK SCREWS a 12.O.C. THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND (� C N O C J BUILT UP 61RDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKINO PLACED BETWEEN JOISTS C� Q 0 Jo15T DEPTH,d �_ SGREV�D ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN5. z MATCHED SIZE OF BLOGGNO (2J ROW5 51 TRU55LOGK SIRENS a 16"O.G. 4 0-) UNDER NON-LOAD BEARING FIRESTOPPIN57 AND SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE V PARTITIONS o 52" O.G. BLOCKING STUD - (2)ROWS 5'TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE / 3 b. THE HEADER SERVES AS FIRE-STOPPING. Q L _ DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. _ O q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Z FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS O - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO LJJ ■ CE I L I NO BRAG I NO NOTE: STRINGER TO SERVE AS FIRESTOPPIN5. CANTILEVERED FLOOR I.BEAMS < HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN V OR SMALLER FOR THE THREE-PIECE 61RDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z t CONNECTION PATTERN'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH w o — /STUD 2.WHEN Se-REV4IN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO 2 I HELD IN PLACE H METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Z LATERAL BRAGS a V O.c. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 W /1 ` (Y1 AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE �y w I I I BAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED Q R JOIST , 2) IOd NAILS O.J. OR SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 R O C-�- AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL 1�A I i �� PATTERNS FOR SIDE LOADED BEAMS (I e. J�US BEAMS) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE W • NAILS AS FIRE5TOPPING. W lo) 8d -LOCATIONS REQUIRUNG FIRESTOPPIN6- UJ + FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPINS, W STOPPING STOPPING FIRE- FIRE- SOLE ■� FA5TENIN6 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm Q I■■' \J JOIST • 5d COOLER NAILS a 10"O.C• NAILED' BOLTED' ;' Q BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE I 1'I I VERTICAL 2 ROWS Ibd 3 ROWS IN 2 ROWSIY 2 ROWSys' 2 BOWSy,' w/(4) IOd NAILS COMMON COMMON eoLrs a 24• BOLTS BOLTS • Cn • OA.STA—ER-1 COVERING 15 APPLIED W w e OF < STUD 20 ga.STRAP a 12•o.C. a 12•o.G. 0 12•o.c. a b•O.G. FIRESTOPPIN6 WHEN GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. ro' E�IJOISTS Q � " o " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE •5d COOLER NAILS a 10"O.G. (10)bd NAIL BEAM SELECTION w/ STD. NAILING " " " (/ l/�� \) NOTE: ENDWALL STUD AS NOTED IN NOTES -i $ 5 " " " " " o o s NONGOMBU$TIB� ALTERNATE / U 1 1 V/ J015T SHALL BE LOCATED DIRECTLY ■DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION n V VER STUD5, UNLE55 TOP PLATE 15 4'a EDGE/12'a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRE-STOPPING OF GIRDER W 5: = DESIGNED TO CARRY THE LOAD SCREWS#6 - lY4"TYPE N ORS O 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWOFIRESTOPPIN6 ROWS b'O.G. LOCATION 5 LOCATION 6 �' FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL ilh�, INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O C> O O C> /i' W 0 OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12'. n O O p O U I•— ` , 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. I I ril l' I" 2'SPACE NOT \\ 1 A/ //� ATTACHMENT @ VALLEY ;�'I FIRESTOPPING !P Li. `4 TO BE FILLED \ NONCOMBUSTIBLE FIRESTOPPINB s.FOUR-PIECE MEMBERS SHOULD ONLY BE USED"WEN LOADS ARE APPLIED To \ \� I APPROX.I INCH THICK N BOTH SIDE OF THE MEMBER I' ,' b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED \ - FOR 4'O.G.NAIL SPACING. LOCATION -1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: [� STRAPPING W/ T.2 ROWS of Ibd COMMON NAILS(12'O.W FOR DEPTHS 12'OR LE55 4 bd NAILS LOCATION 8 FiRESTOPPING \ LOCATION 9 ® EA.END a R.R. D.S ROW5 OF lbd COMMON NAILS 02'Of,)FOR DEPTHS OF 14",Ib•t lb". LOCATION 10 FULL w1DTH 2" BLOGKI z O F- - tuOONSTRUr_.,T1 ON DE AILS K ND LOAD PATH C/ONNEr-,,T I ON DETAILS TOP PLATE DRILL 2"(P INTO ROOF I NTERSE -71 ON DETAIL DECK FOR STRAPPING INSTIL. XIST.OR NEN NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPFER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TO"PLATESPIKED TO R.R.'s ALIGN NEW S EX. R.R.A5 5HOWN KING STUDS � PLAN VIEW NOTE: SIMILAR a SHED' WOOD JO I S -O WOOD .JO 15- ROOF,R.R. IN LINE CRIPPLE STUD O BLOCKING _ JOIST HANGER HEADER GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR --O W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDERMEADER -� WOOD GIRDER JACK STUDS MAIN MEMBER E� WOOD JO I ST - -O W TT �_ 1; 3rJ• Li.l JOIST FRAMING OVER WOOD OI RDER JOIST FRAM I NO FLUSH W 1 TH G I RDERMEADER TYPI GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB IAM.X S APPROX. 50" w/THE MAIN MEMBER d STARTED APPROX. i. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE THE MEMBER,5TRAJOH-r THROUGH AND SENT OVER LZ E R A MIN. OF (5) NAIL DIAM.'s AT A cIOo ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER- 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD O WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 220 NAVY STREET DOUBLE JOIST U DOUBLE JOIST TOP PLATE ORIENT, NY 11957 GHIM. CHASE SECURING 9 STD. SIDE WALL DRAWING TITLE: WALL STUD fl FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS S(N IM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO RA_ 51DES) PAGE: "' TOP PLATE ® faV41 ND RESISTANT �ONSTRU�T I Oil CONNECTORS O-�i N GHIM. CHASE WALL z° v CONNECTION LOCATION: PART NUMBER: NOTES: G-004'm ■ OO RIDGE-TO-RAFTERS 0520 © 21" APPLY TO EACH PAIR OF RAFTERS �Z Q a z Q ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER- DATE: 12 01 22 ROOF ,� a JU z / / 4 OF 15 ° RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER I REC1'D BLOCKING Nz O J 4° PLATE-TO-WALL STUD 0520 (9 0" APPLY TO EACH WALL STUD .. ED AR TO ALIGN "1/STRAPPING w lu � BRC o EA. LEVEL ABOVE N THE FIRST FL. ®z w K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 0 56" APPLY TO EACH WALL STUD \�� y/ � is FLOOR/GLG. ® O HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOINN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END (3'q� IA 037�4�`' IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE OF NE`� SIDE VIEW FLAN VIEW (USE WITH 5" SQUARE WASHERS) $.. USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENDRAL SYt- C50L Y : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT (n 0 WOOD FRAME (L.G. STL. F- W WHEN APPLICABLE) (� I EXISTING TO REMAIN W J C) NEW WOOD FRAME`. (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) = Q Lo NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRU07URAL 0 WOOD FRAME (L.G. STL. POST FOR 4" WALLS `�-' 0 Q WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL � • o POST FOR b" WALLS), U.O.N. Q Z NEW 2-HR FIRE RATED y�� L WOOD FRAME (L.G. 5TL. WHEN APPLICABLE:) 11- o U N W O Om � � FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z j-- O ' r+- Lo I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ,^ -N INO -F-+ TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND u, nQ O I' :20 O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS 0) 0) d SILL SEAL t • ANCHOR BOLTS AS PER PAGE 0-003 2. IF W ZATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 1_ • P. CONC. FOUND. WALL AS PER DETAIL UPON SHALL BE DEWATERED. THE POUR 517E SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER uj • ASPHALTIC MASTIC DAMP FROOFING TO EXTERIOR ENCOUNTERED /- • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS z APPLICABLE) - • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS / 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT STOOPS (WHEN APPLICABLE) 2& DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 ODE Z U • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED �". W �I 1 m FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LAB5 DO NOT W W NEED TO BE EPDXY COATED Q O HOLDOWN: 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS HOLDOWN 'B' AS PER PAGE 0-003 SHALL BE STAGGERED W Uj + 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN ,J W HOLDOWN: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, HOLDOWN 'C' AS PER PAGE 6-003 COVERAGES,AND PLUMBNESS NEW UN-REINFORCED P. CONC. SLAB 8. CEMENT SHALL CONFORM TO A5TM C-33 FOR STANDARD WEIGHT 10'-5" 5'-10" 5'-10" ® Qcn I. NEW 3" THK. UN-REINFORCED P. GONG. SLAB UPON CONCRETE 2. b MIL POLY VAPOR BARRIER UPON Z N 3. 4" (MIN.) GRAVEL BASE W 0: < e - FREEZE PROOF HOSE BIB: CONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE m v Q //l O4 FASTENED w/MASONRY ANCHORS (PRECISE Q �y V J OF LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I. THESE ETE IN TEMPERATURES SHALL APPLY FOR THE POURING ER g - - - - - li U CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 8 Q HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE V OEXTERIOR CRAWL SPACE ACCESS HATCH: W 36'x36" LOCKABLE ACCESS HATCH 2. SPECIFICITY OF CONCRETE OF51ON MIX SHALL BE BY OTHERS N O OIS"xQ" DEEP P. GONG. CONTINUOUS FOOTING 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 7 I _ _ _ _ _ _ _ _ _ _ _ � 1 = (jj O AS PER DETAILS 2/A-401 d 3/A,-401 (TYP) CONFORM TO AGI 506. I W vi 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND OFOUND b POSTS FOR VV. DECK: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO [A WD. P.T. POST $ P. GONG. PIER UPON FOOTING AS PER TEMPERATURES WITHIN 10° F OF CONCRETE. Q O I DECK DETAIL (TYP) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. B 4'-6" 5 4'-6" �i I 10 2G Q 1 2B FOR WOOD STAIRS ® GRADE: REMOVE AS REG2'D. - - _ - _ - - _ - - - - - - - - - - - - - - O 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® PERMITTED WHEN NECESSARY. - - - - - - - - - - - - - - - - - - - - - - - - - - - - I MAX. I6" -1 O.G., U.O.N. (MIN. 3 STRINGERS) - - - - - - - - - - - - - - - -_ - - - - � � atm-rf . FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I O IRESERVED: AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. Q O 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. t TYPICAL LEDGER BOARD ® EXT. DECK: q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I r .I PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I 10 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 3 2. SECURED w/(2) 5/8" Q x 5" LONG H.D. GAL. LAG 15OLT5 (ASTM G4g4/G4g4M, TYPES G AND E). ® I6" O.G. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP5ON' (OR AREAS EXCEED ONE SQUARE INCH. - - F - -1 - F- - b . 4. EPROVIDE FLASHING TUCKED UNDERNEATH SIDING d 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED ! i I O I I 0 0 h 7e BENT OVER TOP EDGE OF LEDGER BD. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS a 5. SEE NOTED DETAIL REACHED A COMPRESSIVE STRENGTH OF 500 PSI. I- J L_ _ . 1 1 - _I - J 2 GRANLSi'AGE 2 TYPICAL CLOSED FOUNDATION 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 3 U3 ® PORCHES / PATIOS:II CRAWLSPACE I. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING 6 I r 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLOOD VENT NOTES: FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, b I. 'S.V.' DENOTES 16"x8" FLOOD VENT BY 'SMART VENT' �t BED ALL FLASHING IN ASPHALTIC MASTIC I I _ _ _ I.I. FOR MASONRY/P. GONG. - MODEL # 1540-510 _ 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL A L - - - - - - - - - - - - - - - - N BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER 1.2. FOR VV. FR. - MODEL 1540-510 I . -1 A z 8 TO MAIN FOUND. 1.5. FOR GAR. DR. - MODEL # 1540-524 OR 1540-5-14 A-501 ` ; I I 0 I I I O I� - A-501 w +-t PERMAGAST COLUMN FOOTINGS (COVERED PORCH) 2. INSTALL AS PER MANU. SPEC.'S; MASONRY PATIO I L 2 I I O O 12 PERMAGAST COLUMN UPON EXTENDED FOUND. WALL i FTC. 3. IT 15 RECOMMENDED TO USE THE "POUR IN PLACE VINYL B I ( ABGOVE I I I m WALL PROVIDE BENEATH COL. S IONAL (NCREA SE HORIZONTAL REBAR I2) #5 VERT REBAR IN CONC. N 3 BUCK" BY 'SMART VENT' WHEN IN NEW P. GONG. FOUND. WALLS COMPACT EVERY CONC. FTC. BY AN ADDITIONAL (I) #5 REBAR.L4. EA. 'SMART VENT' IS RATED FOR 200 S.F. OF UNDERFLOOR dJ I I 6". PROVIDE 51, I SEE AL50 DETAIL 6/A-401. SPACE �'p I GONG. SLAB W/ I I I r 1,454 S.F. /200 S.F. PER VENT = 7•3 = 5 VENTS PROVIDED) g I . 12 - STONE FINISH - 12 A-401 _ _ 3 I 0 5. BOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12' FROM - - - L - - - - � F- ° 1 0 1 I o FINAL EXTERIOR GRADE AND INTERIOR GRADE PROJECT: - - - - II - - - - - - - - - - - - - I I L � L - J L J I? 3 I� I PELZER RESIDENCE -1 Iri - MASONRY 6 I I 220 NAVY STREET ` 1 m I STOOP ABOVE 6'-loy2" 6'-loy2" 6'-1oy2° I L - J - - J I ORIENT, NY 11957 BAGKFILL - - COMPACT EVERY 2G _ PROVIDE 3" 4 C DRAWING TITLE: I GONG. SLAB W/ J -- t(1 -STONE-FINISH an d Q % I I PROPOSED FOUNDATION PLAN o - 0 PAGE: Q 8'-0" 12'-7" A10lo 33'-2" - OO 0 5 10 20 PROPOSED FOUNL7ATI Oil PLAN GRAPHIC SCALE 1/4"=1'-0" DATE: 12/01/22 5 OF 15 O S.E. HABITABLE SPACE; 1,454 S.F. OROSS AREA 50ALE: 1/4" = 1'-0" �R A �/ AAC �5 M. 4cl- (Pq�, 0374Q� yp� �of IN *ALL INTERIOR DOORS SINGLE PANEL SHAKER STYLE ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. O E I V,D RA L DOOR SCHEDULE **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q ----------- NEW PARTIAL HEIGHT _ DOOR MATERIAL WINDOW CHART _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) - W EORE55 TAG DESCRIPTION p -� v1 NOTES WIDTH HEIGHT < 0 ROUGH OPENING WINDOW DIMENSION OPENING CLEAR W _J __ TAG TYPE MODEL # WIDTH REO'D: 20" NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL � � � _- --- - - --._ TEMPERED w _ WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'D: 24" STL. WHEN APPLICABLE) OPEN REGb: 5.� S.F. _ � � EXTERIOR ---` - U NEW I-HR FIRE RATED ® �� _ - - - --- ---- - � �� 5'-4" � �� MIN. (2) 2 x4 STRUCTURAL POST FOR 4" WALLS r (� A CASEMENT AGW2654 2-b 2'-5 5-3 � � � WOOD FRAME (L.G. STL. OI SINGLE SWING W/ 2-8 1-O" =�I = - MUDROOM - - CASEMENTS 1 �- •Q WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL SCREEN L MULLED w O B (2) AGW2654 2-6" 5'-4" 2'-5 5'-3 'a � POST FOR 6" WALLS), U.O.N. SCREEN CASEMENTS -IF -1 Z NEW 2-HR FIRE RATED � 02 SINGLE SWING 2'-8' "I-O' • • G (2) AGW2638 2'-6" 3'-8" =-53'--1 �"HOOD FRAME (L.G. STL. PORGH/DENIN - -: - -_ - - - _--- - _--- MULLED - - Q O •� Z 1' SINGLE SW G W/ l a. O w CV WHEN APPLICABLE_) 03 3-O -i-O • • ENTRY D CASEMENT AGW2638 - �2� 3-8 2-5 3'-� SCREEN x 04 LSLIDING W/ SCREEN b'-0" 7'-O" ��I� DINING ROOM E PICTURE APW3038 3'-O" 3'-8" 2'-II 3'-7 W O Q m CD _r_ -A F__ C FLOOR PLAN NOTES OS A 51NGSCREENG 3'-O" "1'-O" ��I� SEE PLAN F CASEMENT AGW3038 3'-O" - 3'-8" 2'-II 3'--i �� Q 1'* O 0 v DOOR NOTE: NEW ATTIC AGGESS - PULL DOWN STAIR: l G CASEMENT AGW2030 2'-O" 3'-O" I'-II 2'-II z LO Q n- m 0 Oi I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O .. I. MIN. 550 # CAPACITY INTERIOR - FIRST FLOOR - -- - n 1 PLANS BY JELD-WEN (OR EQUAL). 2.SIZE: TO FIT MECH. EQUIP. THROUGH OPENING (MIN. �I V J 2.INSTALL NEW EXTERIOR DOOFS WHEN GALLED OUT ON 22"x30") Ob DOUBLE POCKET (2)3'-O" 7'-O" I if STUDY PLANS BY 'THERMATRU' (OR EQUAL). 11 ��- �I II�I� H CASEMENT AGW2848 2-8 4-8 2--I 4-7 lll��___ IIID II11 ll J 'f - - Z 3.I/2 HR FIRE RATED - - _--- 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING uj 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AS PER MANU. SPEG.'s 0'1 SINGLE SWING 2'-6" 'i'-O" • BATHROOM I [� Ii - = 5. INSTALL AS PER MANU SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS - - b.PROVIDE (2) 2"xa" HDR.,U.O.N. - „ „ J CASEMENT AGW284b 2'-8" 4'-8" 2'--1 4'--! M Z T. SEE PAGE 0-003 FOR ALL OTHER FRAMING NEW EXHAUST FAN SHALL BE INSTALLED WHERE 08 DOUBLE SWING (2) I-6 -1-O • CLOSET 5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Oa VENTILATION I5 NOT MET BY MEANS OF NATURAL - -- _ __ (� lr l STAIR $ RAILING NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO 09 SINGLE SWING 2'-O" -i'-O" I • CLOSET b K CASEMENT AGW2438 2'-4" -3'-8" -J 2'-3 F3'-7 LLL J --- --- --- _ _ Z v O OUTDOOR SPACES AS PER NYS MECH. GODS SECTION _ ! W I. ALL NEW STAIRS SHALL HA\v"E MAX. a-1/4' Ri 403.3.2.3; INSTALL AS PER MANU. SPECS (� l 1 L FCASEMENT ACW2438 2'-4" 3'-a" 2'-3 3'-7 m d MIN. 10" Tr - RISERS SHALL BE CLOSED 10 DOUBLE SWING (2)2'-O" -I'-O" J� J CLOSET "1 -- _- _ ( - L7_= Q y W 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NEW PLUMBING FIXTURES: __ - ---- - C) NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; f M (2) CASEMENT GXI55 2'-8" 5'-5 2'--7 5'-4 D" 36" H16H HANDRAIL d SPINDLE SPACING NOT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. FIOA SINGLE SWING 2'-6" -1'-O" • MEGH. GL. FPSG �� b • O TO ALLOW PASSAGE OF A �F" SPHERE 1E SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. l - ----- -_ _--1 W _ 3. 6RIPPABTO RAIL AS PER GORE O RESERVED I -� �� W W 4. RAILING TO BE WOOD NEW FLOOR: J _ •-- -- 1O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); - IL "'� SMOKE DETECTOR / GO DEl"EGTOR NOTES: 5GREW PERIMETER OF SHEATHING 6" O.G. 8 12' O.G. ® P _J DOUBLE HUNG =ADH2(540 2'-b" E_:2--r, LLJ O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT INTERIOR. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2.NEW FINISHED FLOOR PER H.O. SELECTION HARD WIRED TO EACH OTHER. w/BATTERY BACKUP. Q DOUBLE HUNG ADH2640 2' 2'-5 2.INSTALL ALL AS PER MANU. SPEC.'S II NEW TILE FLOOR: UPON R 2 CASEMENTS Z v, 3.SMOKE DETECTOR AND CARE30N MONOXIDE DETECTOR O I. NEW TILE FINISH (H.O. TO SELECT) U IN COMPLIANCE WITH LOCAL CODE 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON ( ) MULLED AGW2640 2'-b" 4'-O" 2'-5 �" 3'-II �" • 3.NEW J" DUROGK GEMENTBOARD (OR EQUAL) UPON �__ - _:1 Wy LL. e - 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); - -_ �-- CASEMENTS 5 (2) MULLED =ACW2640 2'-b' II 4'-O" 2'-5 3'-II • OWINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN INTERIOR. CASEMENTS CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); T (2) MULLLu ED AGW2640 2-� 4 ¢ INSTALL AS PER MANU. 5PEC.'S. FOR -- (�� y SUBSTITUTIONS, SEE NOTE 1 IN "GLASS WINDOWS 12 FIRE RATED DOOR: U DOUBLE HUNG ADH2640 I 2'-b" 4'-O" 1.` AND DOORS" ON PAGE 6-002 IF CASEMENT 2 1.5 HR. SELF-CLOSING STEEL DR. L WINDOWS - ALL CSMNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION V DOUBLE HUNG ADH2640 2-6�- 4-O' 2-5 3-I I � (yy� '(^^I 2.TILT DOUBLE HUNG - ALL DBL. hIUN6 WNDW5 TO BE 13 PROVIDE (2) LAYERS OF 5/a" DOUBLE FIRE - - LL. W �i./ TILT WASH RATED SHEATHING BY GEORGIA PACIFIC" (OR EQUAL) 0- CN 3.ALL GLAZING WITHIN Ib" OF f=F TO BE TEMP. 6L. Q 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND JOIN PANELS AS PER MANU. SPECS (ASTM E 156) WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A [RATING AS PER 2020 NY550 TABLE-722.6.20A MINIMUM(2) 2"Xa" HEADER U.O.N. PROVIDE SHEATHING AROUND DROPPED BEAMS E EGRESS NOTE: HEADERS AS REO'D IN COMPLIANCE WITH NEW YORK. STATE BUILDING PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" 27'-II" 33'-2" CODE,SECTION R310.2.1;THE FCLLOWING MEANS OF (OR EQUAL) 14'-II" 6'-6" V-6" EGRESS SHALL BE FOLLOWED: FASTEN AS PER MANU SPEC.'S • INSTALL ALL AS PER MANU SPEC.'S NET CLEAR OPENINO........... 5.1 S.F. NEH MECH. CLOSET: NET CLEAR HEIGHT............... 24" MINIMUM 14 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 5PEG.'s NET CLEAR WIDTH................. 20" MINIMUM 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL m UNITS AS PER NYS MG 306.1 TYPICAL BATHROOM NOTE: Q O I. WALL BOARD 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES � I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN REQUIRED PER NYS MG 804. z j ALL BATHROOMS TYPICAL MECHANICAL AREA NOTES: - 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND s TUB SURROUNDS 1. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY "DUROGK" (OR EQUAL) r 2. SHOWER FLOORS 2. FOR NO. FR. WALLS - PROVIDE (1) LAYER OF 5/6" ® ® FRAME DECK 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON .fl 2.2. CONCRETE MUD-SET (SLOPE Va" PER FOOT TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) _ - -W^ i TOWARDS DRAIN) UPON, 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. N 2.3. WATER PROOF MEMBRANE TO COVER SHOWER SPEG.'s AND AS PER NYS MECH. AND FUEL GAS GORE 0 m FLOOR, WRAP DRAIN ATLEAST Ib" UP WALLS 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT Q V-10" b'-O" b'-4" 6'-b" 10'- IT CONFORMS TO NYS MECH. AND FUEL GAS GODS +/-3'-3" +/-3'-3" +/-3'-3" +/-3'-3" �2 NEW LAUNDRY CLOSET: 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE EO. 'S' EQ. 'B'IF EG. 'B'IF EG. 'B' 4'-3" 2'-b" 3'-'f" 5.-0" O I. NEW WA5H /DRY HOOK UP FRESH AIR INTAKE FROM EXTERIOR F -- H 4 J 4 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL @3 4 -� 2.COORDINATE LAUND. OL05ET d DOOR DIM.'s EMERGENCY SHUT OFF SWITCH El w/SIZE OF EQUIP. -7. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH TALL DIRECT 2'-I"'r 3' x 5'-b" O4 VENT 4'-0" MIN. 3.PROVIDE HOOK UPS AS REQ".3 PER MANU. b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER Jr �SHOWE FROM WINDOWS CLEARANCES AS PER CODE cn iQ OI - cv O DRYER EXHAUST NOTE: 9. PROVIDE 3" FLOOR DRAIN IF REO'D BY EQUIPMENT d T w � CONNECT TO SANITARY SYSTEM AS PER NY5 + O GL. 5 m m v z I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBING CODE 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10.APPLIANCES JOINED THROUGH A COMMON NATURAL OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL � Oa - 0 I 3.DUCT SIZE AS PER MANU. SECTIONS OF 2020 NY5 RG G2421. - " 5 1 m m STUDY �n - IS V 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 4'-I U ' 61 S.F. - 5. TRANSITION DUCT5 SHALL NOT BE CONGEALED WITHIN COMBI-BOILER in _ - NAVIEN F.A.I. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 15 NEW NAVIEN NFG-250/1'75H WALL-HUNG BOILER. + w BATHROOM I DINING ROOM 1 + 12-! S.F. ® t GOMBI [r 51 S.F. CONNECT THE DRYER TO THE: EXHAUST DUCT SYSTEM I. DIRECT VENT THROUGH WALL. __ SCREEN ELECTRICAL - � ^-TILES 8 10 2 -4' MECH. VENT SHALL BE LIMITED TO SINGLE'_ LENGTHS, NOT TO 2. F.A.I. THROUGH WALL. _, PORCH PANEL 36"V tt CL. m EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. INSTALL PER MANU. SPEC.'S �Y 200 S.F. MUDROOM nl 10 n eyj IN ACCORDANCE WITH UL 2155A. HYDRONIG AIR HANDLER: - ^WOOD^ 53 S.F. F- b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID m ip METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I6 I. PROVIDE NEW 5-TON HYDRONIC AIR HANDLER BY - -TILE- 15 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST "RHEEM" OR APPROVED EQUAL IN ATTIC. PROVIDE (2) to IO 9 Q F.P.S.C. z IOA PROJECT: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ZONES;FIRST AND SECOND FLOOR II 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER � j� - 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TO NEW COIL. LOCATION TO THE WALL OR ROOF TERMINATION. THE 3.ROUTE COOLANT LINE AS REO'D FROM A/C CONDENSER. I 3 $ 12 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - - GONDENSER ON L:1 P E LZ E R FEET FOR EACH 45° SEND AND 5 FEET FOR EACH 90° m HALLWAY O 5 TON BEND. THE MAX. LENGTH OF "CIE EXHAUST DUCT DOES t� O2 �Y �t `t SM/GO PLATFORM NOT INCLUDE THE TRAN51TIOh! DUCT. ,q +Iw ABOVE DFE A RESIDENCE A-3 ,� A-301 4 ► O9 p L -�Y k - -�I k- �`-- 'F GL. b - +/-3'-3" ENTRY 4'-4 ' , 220 NAVY STREET EQ. B EQ. B EQ. B EQ. B 4-2y2 2'-Sy'2 .0 40 S.F. I 2'_4 _ GREAT ROOM m° ORIENT, NY 11957 �0 m 5TE COVERED I CLOSET "1 O 24-7 5.F. U PORCH I KITCHEN - 19a S.F. 1O `� DRAWING TITLE: to 2:12 SLOPE AEI .O O3 C�� ELECTRICAL PROPOSED FIRST FLOOR PLAN Ll I o II I - ENTRY O 0.1 u 4 ) ANDERSEN 3'- LINE 3y2' 5'-3y2" STR554) WITH Q tp SIDELIGHTS ROOM FINISHES �, 1 os m PAGE: in tu OAS FWALL`_i - ��- - FLOOR ---- O O DW 3' "�I = METER O A-10;0'& m00 ROOM z p NOTES ry ry� n - o tOn tr p 000 n rel _.._- DATE: 12/01/22 6 OF 15 FIRST FLOOR G 4 B 4 -- - - -- ---- -- ------ --- - - 2" STOOP b'_�2"� 6,_�2■ F R C PORCH MUDROOM / ENTRY • + O D AP BATHROOM �� __ II. .- • -. --- - b'-O' 12'-5' iw ® L 12'-5' {411 P(�, ROODINING M � , J �~�?{� y III 7 1 KITCHEN • L- i I 1k t ENTRY . 1 • 21'-4" b'-'t" 0 -:2" 5 10 N�� 20 T� 03 j.,y� GREAT PROPOSED F I RJT FLOOR FLAN GRAPHIC SCALE ROOM I l STUDY �C� • �I ICALE: I/4" = I'-O" u I,2�15.�. HABITABLE T �L Si� G I,454 S.F.5 � CROSSR� O E I E R f� L e 'BALL INTERIOR DOORS SINGLE PANEL SHAKER STYLE ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. Q 1� DOOR SCHEDULE **SEE DOOR SCHEDULE FOR '"ALL GLASS DOORS FROM SAME MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - --- WINDOW CHART --- WOOD FRAME (L.G. STL. DOOR MATERIAL Li Li WHEN APPLICABLE) -- -.--- -- -__ -- - ---- -- - - _-- =__--- EGRESS W EXISTING TO REMAIN = V TAG DESCRIPTION p � 0 NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W J 0 NEW FOUNDATION WALL p 4 TAG TYPE MODEL # __ _ _ WIDTH REQ'D;20.. N HEIGHT REO'D:24" Q �{ NEW WOOD FRAME (L.G. WIDTH HEIGHT O w J WIDTH HEIGHT WI - TEMPERED F- " STL. WHEN APPLICABLE) � � ry � T ._ - -- - -- ---- -- --- - --- -- -- -- __ .� DTH - HEIGHT OPEN REO'D: 5.'1 S.F. = Ln C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. ❑X INTERIOR - SECOND FLOOR _ 1" POST FOR 4 WALLS A CASEMENT AGW2654 2-b" 5=� 2'-5 5-3 J - - ) CASEMENTS Q r- _ (MIN. (2) 2"xb" STRUCTURAL --- - WHEN APPLICABLE B (2) AGW2654 2'-6" 5'-4" 2'-5 - I I DOUBLE SWING (2)2-O 6'-8 •• j CLOSET I MULLED �� 5-3 POST FOR 6" WALLS), U.O.N. f - - - }- NEW 2 HR FIRE RATED _- - - -- CASEMENTS Z �' N G (2) AGW2638 2' WOOD FRAME (L.G. STL. 12 SINGLE SWING 2'-6" b'-8" I BATHROOM 2 MULLED Q l� Z e- D CASEMENT ACW2655 2'-6" 3'-8" -ll 2'-5 3'-� l� WHEN APPLICABLE:) - -_ - -- - - p N F13 DOUBLE SWING (2)2'-O" 6'-8" • CLOSET 2 ____ -_--__ -_ . O U - OC O CQ - - - ---' E PICTURE APW3038 3'-O" L3'-8" 3'--7 1" 14 SINGLE SWING 2'-6" b'-8" • BEDROOM I - -- __ _ � II W `- -- Lo AL F CASEMENT AGW3038 2'-11 3'-� z N 0 FLOOR PLAN NOTES -- AI 15 FDOUBLE 51^ (2)2' b" b'-8" ', LAUNDRY CLOSET _---___-- LLL - 0 V/ Q e- � � 0 DOOR NOTE: NEW ATTIC AGGE55 - PULL DOWN STAIR: -- G CASEMENT AGW2030 L2-O 3-O I-I I 2-I I Z � n 1 , l __ I Q VJ Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. MIN. 350 # CAPACITY I �� I PLANS BY 'JELD-WEN' (OR EQUAL). 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. I6 RESERVED I I I 'I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON -- -- H CASEMENT AGW2848 2-1 PLANS BY 'THERMATRU' (OR EQUAL). 22N50") �-- -__ z 3.1/2 HR FIRE RATED 17 SINGLE SWING 2'-6" 6'-b" • l BATHROOM 3 11 >: 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING -_ W 4.PLACE DOORS 4" MIN. FROM 'PERPENDICULAR WALLS 5. INSTALL AS PER MANU. SPEG.'s A cc 5. INSTALL AS PER MANU SPEG.':s IB RESERVED --r 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 L___ _-_ _ __._ ____ --__ _-- ,1 CASEMENT AGW2848 =2'-V 4'-8" 2'-'1 4" 4'-7 4" Z b.PROVIDE (2) 2'xa' HDR.,U.O.N. l T _ '7. SEE PAGE 6-003 FOR ALL OTHER FRAMING NEW EXHAUST FAN SHALL BE INSTALLED WHERE Iq DOUBLE SWING (2)I'-b" 6'-8" J�- -•-J �L____] - CLOSET 3 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O _ r 12STAIR d RAILING NOTE: A_ E � F 11 � G_ `faVENTILATION IS NOT MET BY MEANS OF NATURAL -_ - _ - _ _ K CASEMENT AGW2438 2'-4" 3-8 2-3 3-�1 CIRCULAT O I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI 403�2 3;I INSTALL AS PER MANU SPECS S SECTION 20 SINGLE SWING 2'-6' 6'-8" • ll BEDROOM 2 8 MIN. 10" Tr - RISERS SHALL_ BE CLOSED - L CASEMENT AGW2438 �2'-4" 3'-8° 2'-3 3'-7 i W (D M 2. 42" HIGH GUARDRAIL B SPINDLE SPACING 21IL: SINGLE SWING b'-b" BEDROOM 3 - - --- - _ _ - GL NOT I ALLOW PA55AGE IN A 4" SPHERE; NEW PLUMBING FIXTURES: i) 36" HIGH HANDRAIL ff SPINDLE SPACING NOT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ---- M (2) CASEMENT GXI55 2'-8" 5'-5 �Z--7 � 5'-4 • Q O -�-J SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-0o2. 22 51NOLE SWING I'-6" 6'-8"I [ LINEN 2 TO ALLOW PASSAGE OF A �F" � SPHERE W 3. GRIPPABLE RAIL AS PER CODE O RESERVED � W W 4. RAILING TO BE WOOD NEW FLOOR: to I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE +€ SCREW); 23 DOUBLE SWING I'-6" Tb'-8" --CLOSET 4 P DOUBLE HUNG ADH2640 2-6 4-O 2-5 3-I I W SMOKE DETECTOR / GO DETECTOR NOTES: SCREW PERIMETER OF SHEATHING 6" O.C. $ 12" O.G. ® - 11 CONTRACTOR - - - ---- - ,� _ _- O I SMOKE /CARBO MONOX DIE COMBINATION DETECTOR 2 DE CODE COMPLIANT NEW FI SHED FLOOR PER H.O. 5EI EGTION Q DOUBLE HUNG APH2640 2'-b" E 4'-O" - 2'-5 4" 3'-II ]E� Q U) HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - --- - NEW TILE FLOOR: 2.INSTALL ALL AS PER MANU. SPEG.'s II CASEMENTS Z 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I. NEW TILE FINISH (H.O. TO SELECT) UPON R (2) MULLED ACW2640 2'-b 4-O 2-5 3-11 k • IN COMPLIANCE WITH LOCAL CODE 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 11 1jj m < 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON e - CASEMENTS - -- Q 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SOREN; 5 (2) MULLED AGW2640 2'-b" 4'-O" 2'-5 4" 3'-I I �" � • . . OWINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® CASEMENTS --- - - O Q I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN INTERIOR. T (2) FAGW2640 2'-b" 4'-O" 2'-5 3'-II • N CASEMENT,DOUBLEHUNG,OR GLIDING (AS NOTED); BULLED -- Lu INSTALL AS PER MANU. SPEC.'S. FOR FIRE RATED DOOR: I"- 0 5UB5TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS O U DOUBLE HUNG ADH2640 2'-6" 4'-O" 2'-5 11" 3'-II _ O AND ODORS" ON PAGE 6-002 IF CASEMENT 12 2¢X6$ 1.5 HR. SELF-CLOSING STEEL DR. �� 4 4 WINDOWS - ALL GSMNT WNDW:5 SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. FIUN6 WNDWS To BE NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION V -DOUBLE HUNG ADH2640 2'-6" 4'-O" � TILT WASH 13 PROVIDE (2) LAYERS OF 5/b" "DEN50LA55" FIRE 3.ALL GLAZING WITHIN la' OF F F TO BE TEMP. GL. RATED SHEATHING BY GEORGIA PACIFIC" (OR EQUAL) 4.SEE PAGE 6 003 FOR FRAMING ELEMENTS AROUND • JOIN PANELS AS PER MANU. SPECS (ASTM E 136) N WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A (RATING AS PER 2020 NYSBC TABLE 722.6.20)] MINIMUM(2) 2"Xa" HEADER U.O.N. PROVIDE SHEATHING AROUND DROPPED BEAMS 4 EGRESS NOTE: HEADERS AS REO'D IN COMPLIANCE WITH NEW YORK STATE BUILDING PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M" CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF (OR EQUAL) EGRESS SHALL BE FOLLOWED: FASTEN AS PER MANU 5PEG.'5 • INSTALL ALL AS PER MANU SPEC.'S NET CLEAR OPENINO........... 5.1 5.1=. NEW MECH. CLOSET: NET CLEAR HEIGHT............... 24" MINIMUM 14 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s NET CLEAR WIDTH................. 20" MINIMUM 2.MAINTAIN 30N30" CLEARANCE IN FRONT OF MECHANICAL TYPICAL BATHROOM NOTE: UNITS AS PER NYS MG 506.1 O I WALL BOARD 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES m v I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN REQUIRED PER NYE, MG a04. Q ALL BATHROOMS TYPICAL MECHANICAL AREA NOTES: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY _ TUB SURROUNDS "DUROCK" (OR EQUAL O 2. SHOWER FLOORS �p 33'-2" 2. FOR ND. FR. WALLS - PROVIDE (I) LAYER OF 5/a" 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Q II'-2" Igg�� 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT TYPE "X' GYP. BD. UL U305 (OMIT ON GONG. WALL5) Rl` TOWARDS DRAIN) UPON 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 6-1V2 q'-q' % 12'-by2" 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 5PEG.'s AND AS PER NYS MEGH. AND FUEL GAS CODE K 4 L Q• M `I• M 5. T COMB. FIRMS TON E, PERM AND FUEL OAS COME PROVIDE SHALL BE VERIFIED THAT FLOOR, WRAP DRAIN d ATLEAST 15" UP WALLS NHEN LUME ONEW LAUNDRY CLOSET. FRESH AIR INTAKE FROM EXTERIOR !�, 6 I. NEW WASH /DRY HOOK UP 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I 4.5.12 2.COORDINATE LAUND. CLOSET b DOOR DIM.'s EMERGENCY SHUT OFF SWITCH w/SIZE OF EQUIP. -7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF 5WITCH " I ( - --- - - _ a O O 3.PROVIDE HOOK UPS AS RE0'5 PER MANU. 8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER I 1 �!j I I - BATHROOM 3 O CLEARANCES A5 PER CODE i , !g - u� BATHROOM 2 -18 S.F. q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d I I!! I I I; _ __ p -TILE- TILES O z DRYER EXHAUST NOTE: GONNEGT TO SANITARY SYSTEM AS PER NY5 I II Z i I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBING GORE 1� - r � 6 w 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY I - 10.APPLIANCES JOINED THROUGH A COMMON NATURAL i� !%; 1 __- II O OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL - 3.DUCT SIZE AS PER MANU. SECTIONS OF 2020 NYS RG 6242"1. ( I - LIN. 12 LIN. U 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 4.5:12 -- - ' CLOSET 2 Q 6 LAAJ R O r 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN COMBI-BOILER iv _v ry w L CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO IS NEW NAVIEN NFO-250/1-15H WALL-HUNG BOILER. - -,�l - -,� - ----v-- 13 17 m 2 •Q Ir CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 1. DIRECT VENT THROUGH WALL. SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO 2. F.A.I. THROUGH WALL. EXCEED a FEET AND SHALL BE LISTED AND LABELED 3. INSTALL PER MANU. SPEC.'S 1 I _ _ _ _ T 3 Z - r, /1,�k Q IN ACGORDANGE WITH UL 2155A. ATT_ z I ( 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID HYDRONIG AIR HANDLER: - ------------ -- I6 I. PROVIDE NEW 5-TON HYDRONIG AIR HANDLER BY _ - O O lU 3 m 15 I _ ATG1 H HALLWAY ( 1 0 - ----------------- ------- - - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS "RHEEM" OR APPROVED EQUAL IN ATTIC. PROVIDE (2) --_- - -- ! 0 O O L_ �j RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ! - -- - `"- " - O 11 - DUGTS SHALL NOT BE CONNECTED WITH SHEET-METAL ZONES;FIRST AND SECOND FLOOR -_____ __.-__ - __ _ .-_-_____- -.__._ _-__--f.-__ -._ __--_. -__.-_ _ _ 22 SM/GO 4 PROJECT: - -- - - 14 cSORElyS 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER I V SM/CO TO NEW COIL. "1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 2'-0" 2'-0" 3'-6" 3-6 2'-0" - -- - - - PELZER LOCATION TO THE WALL OR ROOF TERMINATION. 711ECONDENSER. -- FEET FOR EACH 45 BEND AND 5 FEET FOR EACH q0 3.ROUTE COOLANT LINE AS REO'D FROM G - - _ - - - - _ -CLOSET 3 CHASE 20 21 LIN 2 CLOSET 4 N m MAX. LENGTH OF THE DUCT 544ALL BE REDUCED 2.5 e __-.. _ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES RESIDENCE NOT INCLUDE THE TRANSITION DUCT. P` - A.H. A A-501 _ _ A-501 3 23 NATURAL LIGHT 4 VENTILATION IL __-_-----_- - _ - 5M/CO 5M/GO (HABITABLE SPACE) 220 NAVY STREET _ - FLOOR AREA 154 S.F. ORIENT NY 11957 % REQ. S.F. PROV. LIGHTING;MIN. b% 12.3 S.F. 12.5 S.F. DRAWING TITLE: _,. --- --_- >r - - �- - -- -- - ---- --- - - - 220 S.F. _ -BEDROOM I OF FLOOR AREA BEDROOM 2 BEDROOM 3 r VENTILATION;MIN. 6.2 S.F. 13.1 S.F. PROPOSED SECOND FLOOR PLAN 154 S.F. 154 S.F. 4% OF FLOOR AREA - � C'S �p -6 Io NATURAL LIGHT & VENTILATION (HABITABLE SPACE) 10 `r FLOOR AREA 154 S.F. PAGE: _-- `---- --- - NATURAL LIGHT 4 VENTILATION m ' o % REQ. S.F. PROV. ROOM FINISHES (HABITABLE SPACE) in LIGHTING;MIN. 8% - - - OF FLOOR AREA 12.5 S.F. 24.5 S.F. _ ®3 . WALLS FLOOR FLOOR AREA 220 S.F. VENTILATION;MIN. 6.2 S.F. 20.1 S.F. Aa 14% OF FLOOR AREA % REQ. S.F. PROV. NOTES ROOM Z Op -A OF FLOOR AREA �2 4 q'-`j�2' 4 q'-�2 R 4 6'-�2" d< 1-1.6 S.F. 1b.4 S.F. 6'_ " � DATE: 12/01/22 7 OF 15 VENTILATION;MIN. 4% OF FLOOR AREA 8.8 S.F. 16.6 S.F. SECOND FLOOR p _ m v f if BEDROOM I • �I • BATHROOM • • • I, ��.Q Af?Cy r l G G �I 2 L J - - - -----� PROPOSED SECOND FLOOR PLAN GRAPHIC SCALE 1/4"=V-0" `�J� � M pQ 1 ti BEDROOM 2 E=1 ---- -_- - --- 1,011 S.E. HABITAE3LE Sfi�AGE; 1,011 S.E. OROSS AREA __ SCALE: I/4" = I'-O" LAUNDRY -_ CLOSET �C��=�I'� J�1 I �F' ��'..h3! � � �• BATHROOM �� • � _��i�� N ',� ,„ �� HALLWAY F --- BEDROOM ��---• J ----- -- is 3 ELF—VATION, NOTES < Q O OI HATCHED AREAS INDICATE NEW WORK (TYP.) Ld V Ld OTYPICAL ROOFING: I. SEE NOTE AT B R UILDING SECTION FOR, MINIMUM W v CONSTRUCTION STANDARDS �C 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION w = Q ' In BEFORE INSTALLATION U O O) O ., c0 O PROVIDE CONGEALED FLASHING AT ALL ROOF .9 — — RIDGE ELEV. 32 ' Q � INTERFACES. = - — O — — - - — - TYPICAL SIDING: e- I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS _ -- -`"- cq 2. H.O. TO VERIFY FINAL GOI_OR AND MATERIAL SELECTION 2 — _ BEFORE INSTALLATION _ -$- __".='__ - — — C O � Co 5 RESERVED O m O - - - _ - --� ; O 04 NEW CRAWL SPACE ACCESS 6 SEE ALSO PLAN d DETAIL _ _ — — — - I IiL 13 Z O VI NEW HOSE BIB 2 O ! OS OS -11J R 0 ! _ II I O NEW A/C CONDENSERS O�1 WOOD PLATFORM =_ - - - - - - ---- LLLL Lff COLOR = 8 12 _ _��•-- �_^_ - - - - I CEDAR SHINGLE H.O. TO O VERIFY FINAL LIWLAND MATERIAL — __ SELECTION BEFORE (Z C L- O (ABOVE DFE) —_ � s - �� I�' -- �-,- INSTALLATION C Z U -- - - -------- I I I I I 'L_ � - ---- - - _ � W --- -- - --- - --_ `fl _U_L I I �� ---- --- ------ ------------ LU I ��. I U I �U �1_I�L1�! �: Q NEW FLOOD VENTS BY SMART VENT' (TYP.) I I �) I ( to INSTALL I' MAX. ABOVE GRADE 8 � - --_ _- --_ ----- — - - -- ----- -- -- - - - ... - - -- - - - - -- - ��! �! I! I!t! i!�! ��! �!i! �!h� LU I I I-�! I - - S.F. ELEV. 18.5' N 0 �J CRAWLSPACE SLAB ___ m W w II RESERVED Q 12 RESERVED O OB cn O i Q � p ODRAINAGE NOTE: LUL-r�-IUU W m e — 13 1. CONTRACTOR SHALL EXTI=ND DRAINAGE LEADERS TO r = - DRY WCLLS O, L [I u I I I I n�l w 0 0 METER NO - - -- - F.F. ELEV. &V _ w 0 14 ALL MI50. UTILITY METERS TO COMPLY WITH APPENDIX 0, �-�-L FLOOD ZONE +2' (DFE� _ W THE REQUIREMENTS OF THE UTILITY COMPANY HAVING L j JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS - '•` ' FOR METER READING AS PER THE UTILITY COMPANY AVERAGE GRADE b.5' Q a- N CD FLOOD ZONE AE EL b 7 REQUIREMENTS. _-- - - _ i CLAPBOARD SIDING 10 H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE NORTH ELEVATION (FRONT) INSTALLATION SCALE: 1/4" = 1'-0" rr z w 0 U 2 12 4.5 Q PROJECT: Li 11 �U_ 13 PELZER _IJ_ RESIDENCE i1iLL�l CEDAR SHINGLE H.O. TO LLILL]iJ VERIFY FINAL COLOR �1 —1 �J J AND MATERIAL 220 NAVY STREET SELECTION BEFORE T:T - ---_-_ � INSTALLATION LUjil ORIENT, NY 11957 LE-1 U L DRAWING TITLE: I II I I I I I I I I I PROPOSED EXTERIOR ELEVATIONS �W� L h LU I I!�� Lu I I 4 I '�I i I �I LU 1 14 I A �U L I I U I Ll L' I I L! LJ Ulu 11 ��U I( UL��U�I PAGE: U�U o i u u �� ® ■ ®® �_1.1.-1�-� DATE:I 8 OF 15 NEW VENT OUTLET 10 ABOVE FRGE (DFE) ��5aD Af�C� iLLLU NEST ELEVATION (fib I OHT SIDE) SCALE: 1/4" = 1'-0" 0 v-- N �� ELEVATION NOTES Q OI HATCHED AREAS INDICATE NEW WORK (TYP.) 2 uj UJI OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM V ...I ° CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 8 MATERIAL SELECTION BEFORE INSTALLATION E Lo O3 PROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. Q r- }: O TYPICAL SIDING: Q O Of N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Z �- CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION _ w- .,. _._ ... . .. .......__.___. ,_.. .... ._., ._, _...... _--__._..�.., ._ ___.,.._.._.. x U N O - - - - --- ---- _- - - -- - ---- - - - -- - - --- uj g RESERVED O - -- .� --- - - --- -- ----------------------------------------- ----------------- ---- ----------- --------- - ---- -- _ NEW CRAWL SPACE ACCESS ---- - ---- --- ----...-=-- -� --- - - -- = --- - -- --_ _- - - - - CEDAR SHINGLE HO TO 0 O SEE ALSO PLAN d DETAIL -_- --- -- __-- -- _- - _ --- - �_ -_ = _ - - - In RI FI O-- - - - - - VE FY NAL COLOR AND MATERIAL - ----- -- - - O SELECTION BEFORE NEW HOSE BIB - - - - - - - -- - ---__ = INSTALLATION O� Z r••l - _ - - NEW A/C CONDENSERS ON WOOD PLATFORM M OO (ABOVE DFE) v z BLOCKING o FUTURE W JLLL 13 PROVIDE SOLID WOOD ' LLLL I 4 AWNING LOCATION Q ° - q ORESERVED Z U CLAPBOARD SIDING 1.i. W n 1 m PLJLLLIJ K - � H.O. TO VERIFY FINALNEWFLOOD VENTS BY SMART VENT (TYPJINSTALL I' MAX. 4.5 SELECTION EGRT AND ION BEFORE MATERIAL to GRAWLSPAGE SLAB ABOVE GRADE 8 - 36 Q O "'EJ _ O / \ O INSTALLATION W II RESERVED '' II �L� I • 1� 12 S. RESERVED L ULEIL u I-�J 1 L1 �j- I L 1-�-� 1_F. \ u La 13 DRAINAGE NOTE: I. CONTRACTOR SHALL EXTEND (DRAINAGE LEADERS TO I DRY O WELLS -�--�L LAND INS G V Q (, n W 14 METER NOTE: �O ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX G, L IMLH- I _ W O THE REQUIREMENTS OF THE UTILI7Y COMPANY HAVING U JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS I I', cr W Cfl FOR METER READING AS PER THE UTILITY COMPANYREG ( Q a N F.F. 10 b � SOUTH ELEVATION (REAR) SCALE: 1/4" = P-O" U) z w 0 Lill 451 PROJECT: d _u i �lI LI,� JLL PELZER 13 RESIDENCE o CEDAR SHINGLE H.O. TO 220 NAVY STREET 2 - - I I I I12 -- WUL ALfl—WVERIFY FINAL COLOR ORIENT, NY 11957 __- _ __ _ ___-- (.- - AND MATERIAL 4.5 CT BEFOREjjL SELEN _. -. ._. - - - - INSTALLATION I DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - --- I I PAGE: �- � ® ■ 00 mill", DATE: 12/01/22 9 OF 15 - - - 7777 0 ti ED Ads y C'%f EAST ELEVATION (LEFT S 1 IDE) SCALE: 1/4" = I'-O" 03740� FOF NEB BUILDING SEGTI ON NOTES ONEW ROOFING NOTE (TYPJ: I. INSTALL NE ASPHALT ROOF: 5HINOLF-5 Li I W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Li 24" FROM INSIDE FACE OF STUD ALL AND AT VALLEYS CU W OVER �- 3.INSTALL 15 # BUILDING FELT(U.O.NJ OVER w w 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d: HIPS (AS REO'D) C 0) 6.PROVIDE RIDGE VENT (AS REO'D) I 2 0 0 '(. FLASH ALL VALLEYS __ _ _ _ __ __ 1JI� w e- (Q 8.INSTALL DRIP EDGE AS REG'D RIDGE PER PLAN O 9.INSTALL ALL AS PER MANU. SPEC.'S w 0 Z L 04 Lo Z l OTYPICAL ROOF 8 CEILING CONSTRUCTION: • NEW ROOFING AS NOTED •� w N • 1/2" GDX PLYWD SHEATHING (BLOCKING® ALL x PLYWD SEAMS) W 0 m 150 • R.R.,G.J., E G.T. AS NOTED ON PLANS (® SPANS OVER&' INSTALL "X" BRIDOING ® CENTER OF SPAN,U.O.N) 'c 0 a-+ m z (v 0 -•-, • MIN. OF R-4cl SPRAY FOAM INSULATION j Q ^ Q -0 O ILM TYP. : z ua) 3 TYPICAL EXTERIOR WALL CONSTRUCTION ( �. 3 �1 O Q 2 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) r1 • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® 1 ALL PLYWD SEAMS) ( RI GE R P'AN 4 }: • 2"xb' STUDS ® I6' O.G. w/DBL. TOP PLATE • 2" SPRAY FOAM;R-14 BAIT INSULATION - O SECOND FLOG • 5/8" GYPSUM BD. WALL FINISH 1 12 _ NEW STUD TO Q Z +.J BE_R _ M I DROOM 2 DROOM 3 FLOOR ASSEMBLY Iy�NSTADINQ LL NEWNOTE SH NGLE SIDINC3 OR 4 5 F Pyp CONNECTION 'GI' AS r O4 PER PAGE 6-003 z `J CLAPBOARD (REF. TO ELEVATION) -� n- 2."TYVEK" HOUSE WRAP (OR EQUAL) W 3.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL PROPER INSTALLATION NECESSARY TRIM FOR — _ - ----- -- -- 0 O 5. SIDING SHALL EXTEND TO TOP OF / W FOUNDATION WALL - - TYPICAL FLOOR CONSTRUCTION: Lu O I. FINISH FLOORING TO SELECT 2. 3/4" T40 GDX PLYWD. SUBFLOOR GLUED 8 SCREWED / 3. F.J. AS NOTED ON PLANS - AT SPANS OVER b' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST ��r v+ FLOOR AND FOUNDATION) SCREEN L 5. PROVIDE SPRAY FOAM AT RIM JOIST ENTRY/ ' FIRST FLOOR i LLJ _ PORCH HALLWAY I i' ------- FLOOR ASSNEN STUD EEMBLY ° (n DINING ROOMILL Q c J - --- PER PAGE 0-003 S I n 1 CONN 0 - - -- ' L-- - -- w o - li H H 11 H H HH I'll x A'ffl)H"Wjf-'W,jjl 1111 41'6 v3H 'W�jj &y)jj W)jj'W#:M�H ) 5sA- ems-� = w o U f-- X-I 4 5 GRAWLSPAGE Lu PITCH f PITCH 13- N �'GRADE = GRADE- Q z in SECTION A-A/A-SOi SCALE: 1/4" = 1'-0" CONNECTION 'A' AS Z PER PAGE 6-003 w NEW RIDGE 2 ---------------------------______ _RIDGE HEIGHT O ELEV. +32.a' U 12 4.5� 1\ PLAN / NF 4.5 UNFINISHED p�41y Q ATTIC 0 G.J. PER PLAN PROJECT: PELZER PROVIDE HDR ABOVE w RESIDENCE p l' SECOND FLOG DOORS ASwPER z to Ii STRUCTURAL PLANS 12 BATHROOM 2 GL 2 BEDROOM I O Q NF J I: I' s� w w RR- 1 4.5 , 2PLxATE ILL 220 NAVY STREET p�q" ORIENT, NY 11957 SECOND ECOND FLOOR DRAWING TITLE: - ------ R.R.AS PER PLAN ELEV. +I8.5' F.J. PER PLAN BUILDING SECTIONS 3 G.J. AS PER PLAN 4 FIRST FLOOR ! DINING SCREEN ROOM FIRST FLOOR KITCHEN PORCH - - - PAGE: A-30 :lm0® 1 FIRST ELEV. AVERAGE GRADE DATE: 12 01 22 � F.J. AS PER PLAN } F.J. PER PLAN ( - / / 10 0 F 15 x x 5 _ ELEV. +6.5' GRAWLSPAGE Q Q PITCH __� PITCH r�PITGH © r GRAWLSPAGE 1 1 �_ FLOOD ZONE AE6 GRADE GRADE n GRADE -- - ELEV. +6.0' m� GRAWLSPAGE SLAB �� RC/y�� ELEV. 40� s �1 SEOTI ON B-B/A-50I SECTION O-0/A-50I SCALE: 1/4 - I -O �" SCALE: I/4" = I'-O" 03 74A)a 3-'y0 TF p F N�5, a W J p HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE 04 SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; G)O PLANS AND NOT PROJECTING MORE THAN 42" INTO 5TAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT 0 PITCHED METAL � O JOIST HANGER BY Q O r- 'SIMPSON' OR EQUAL L_ = O FIRST FINISHED FLOOR L � `N Z EXTERIOR SHEATHING AS ` x o N 1,142" MIN. SPACE BETWEEN \ PER SECTION NOTES cO O SIDING MATERIAL AS W O O m WALL AND HANDRAIL \ PER SECTION NOTES z --_ O �'' Lo 3/4" PINE RISER \ I BUILDING PAPER d HOUSE WRAP N c N 0 .. TO FULLY OVERLAP FLASHING Lo Q 0 :20 I s/4" PINE TREAD STANDARDS FOR ORI FFABLE HAND RAIL 50ALE: NT5 I, "Z" FLASHING ��rr 5/4"xb" P.T. DECKING L CRO55 SECTION GAP FOR N.O.N. ON PLAW W 10" d = p DRAINAGE SECTION/DETAILS) MIN. z_ HANDRAIL CIRCULAR NON-CIRCULAR - - - TYP. ROOFING (SEE m z _ I I" ROUNDED NOSING ��QQ CLEARANCE --- w/Y4" RADIUS SECTION NOTES) (NOT INCLUDED IN = �_ r / '/ - -- - TYP. ROOF CONSTRUCTION ~ V (SEE SECTION NOTES) W TREAD DIMENSION) 4"-6l4" m� lye" 1Y4�,_2 FERI- / 2y4„ j py�.N �.. _ r11 W MIN. METER / M�`X / METAL DTT DECK TENSION 'SIMPSON' H2.5A �g PER Q VJ JOISTS AS PER PLAN FASTENED w/(2) Z. TIE BY 'SIMPSON' (OR RAFTER TIE EtR O \ / / / 5/8' m x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) LAG BOLTS ® 16" O.G. INTO MUD SILL b W • RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER W W I w/(2) 5/8"(P x 5" LONG APPROVED FLASHING P.T. DECK J015T t MASONRY ANCHORS ® 16" O.G. AS PER PLAN '� �Wyy FOUNDATION WALL Q 1'- U I G.J. AS PER PLAN Q (n \ m / FASCIA BOARD k (3) 2"xI2" STRINGERS ® w/R-21 j INSULATION, IF UNDERSIDE IS PAGING d 2 LEDOER CONNECT I ON DETA i L W . - BEAM AS PER PLAN �y Q STORAGE/NON-HABITAL SPACE m / / / / A-4OI.00 Li Q \ SCALE: I" = I'-O" _ STORAO-'E UNDER Y�" GYP. BD. N 6ALVANI ED J0I56T uj � Q (WHEN AFFL I G,4LBE) I HANGER = 0 -- U W � \ F- I PERMAGAST COLUMNS AS PER PLAN uj N w/ "SIMPSON" P064 (FOR 3 PLY BM) Q Q OR "SIMPSON" BC52-2/4 (FOR 2 PLY BM) P05T GAPS TREATED 2"xI2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) FIRST FLOOR INTERIOR HOOD STAIR DETA I L 5/4"xb" P.T. Af A-401.00 50ALE: 3/4" = 1'-0" DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 5/4" x REO'D L GO\/F_RE:D FORGH DETA I L HEIGHT P.T. RISERr2"xM" ° A-40I.0O SCALE: 3/4" = I'-U" 5/4"xb" P.T. - - - DECK BOARDS 2"x BLOCKING ® EA.STRINGER TO MATCH 51ZE OF P.T. DECK JOISTS FASTEN STRINGER TO BLOCKING (MIN.FASTENERS) * NosirI ONNPROVIDE 3" (MIN.) C.ONC. COVER z I N O GERS ® 16"OF ALL REBAR WITHIN P. GONG. 7-w 4" THK. x 8" WIDE x WIDTH . . . NGERS ® w PROVIDE STRAPPING d NAILING _ O-� OF STAIR P.GONG. PAD FOUND. WALLS b P. GONG. FTG'S. � I EA. STAIRWAY) PERMAGAST COLUMNS AS PER PLAN AS PER CONNECTION 'D' IN U1 wl"TYPICAL NAILING/STRAPPING PROVIDE INSULATION REGUIR:EMENT5 FOR UPLIFT, m } 0= OR'`JSIMPSON"PBG52`2/4 (FOR 2 PLY MIN. 4" BETWEEN EDGES OF 2 xb P.T. BLOCK IN BETWEEN BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" 4 to O - BM) POST GAPS PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. Q m I-I/2" SQUARE BALUSTER EA. STRINGER. FASTENED TO d X NOTE' (WHEN APPLICABLE) (STYLE TO SELECT) P. GONG. PAD w/19/64" x �'i Q w/COATED DECK NG SCREWS BY ALL PECKINO SHALL BE D 3-I/2" CONCRETE SCREWS BY r NEW(2) 2"xb' P.T. SILL PLATES "CALIBURN" (OR EGUA-) - MIN. "DECK MATE" (OR EQUAL) FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER SIMP50N H2.5A RAFTER (3) SCREWS PER BLOCK O" MIN, NOTED ON PLAN TERMITE SHIELD TIE (OR EQUAL) Q GRADE GRADE 115IMP50N" - BOARDS `t P05T BASE PER NEW 5/5"m HOOKED ANCHOR 5/4"xb" P.T. DECK P05T SIZE PROJECT: BOLTS ® 301" O.G. w/3" SQUARE WASHER d ENDNUT ASPHALT DAMP EXTERIOR V400D STAIR DETAIL FINISHED STONE PELZER z ) PROOFING TO EXTERIOR (2) 1/2"m HOT DIPPED 6ALV. A-401.00 4" GONG. SLAB RESIDENCE #�( HOOKED VERT. t-- \ REBAR ® 48" O.G. • .<Iljl BOLTS ® EA. POST w/OVERSIZED 5GALE: 3/4" = I'-O" L P.T. D.J. AS -WASHERS 4 END NUT PREBORED 11 GRADE PER PLAN cV Z INTO BEAM, POST,DECK TIE 3 NOTE: a a #4 HOR. CONT. REBAR ® TOP 8 II I _ i_ RIM BOARD ASSEMBELY I. IF FINISH MASONRY USED (SUCH AS BOTTOM OF WALL (2 TOTAL) b' BLUESTONE) - MA50N TO ADJUST aF.T. BEAM AS \ \+ \ °II I X. (�Z a = SOLID BLOCK ®02" O.G.TED HGHT OF LANDING AS REQ'D TO 4"P.GONG.SLAB P. GONG. FOUND. WALL II 4 ACCOUNT FOR FINISH MASONRY w/bxb l0/10 WWM /\l/\/ 220 NAVY STREET (MIN. 4,000 PSI) II I" UPON COMPACTED \/�//\ II .. - _ (2) 51MP50N DJT14Z (I) I/2"m H.D. 6ALV. THRU 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL \/\�/\\/ BAGKFILL ORIENT, NY 11957 P. GONG. CONT. FTC. II Q z- DECK J015T TIE ® BOLT w/OVERSIZED WASHER ® 1:48 AWAY FROM BUILDING GRADE Q / / / OMPAGTED (MIN. 4,000 P51) I� — - EA. POST d END NUT PREBORED INTO d °\\� \/ EVERY 6" POST $ DECK JOIST TIE 5. FOR SLABS ABU G TTIN FRAMING, INSTALL REBAR BENT TO (3) #5 HOR. CONT. REBAR ,II ABOVE AND O " COPPER FLASHIN6 FROM 12" =-_ /\/�//\ I SIMPSON' ABA44 ADJACENT TO SLAB, BED ALL FLASHING SLAB A5 SHOWN —__ --_ . DRAWING TITLE: 4" P. GONG. SLAB < m ® COLUMN BASE i IN ASPHALTIC MASTIC ° \ \ \ Z a \ 4"x4" P.T. POST x v a ///\\//\\/ EXTENDCOL PERO NDN PLAN;PROVIDE DESIGN DETAILS GRADE �r�� '� G�J ADDITIONAL (2) #5 .ERT REBAR IN GONG. WALL BENEATH COLUMN - 12",P 'SONOTUBE' FILLED II I (I) #4 REBAR ® EA. C. ,� �. ° ° \//\ti \//\// / / O� \ 6 MIL POLY a SOLID w/P. GONG. �u ° MOISTURE RETARDER - m ^ (MIN. 4,000 PSI) z STEP;5" GVR ® ENDS �-p�7 • \\ \\ \\ \\ \\ \\ \\ m \\ \\ 4.. GRAVEL BASE; - 3" — PROV. GLEAN _i a a% is \ \// /\ \//\//\\//\//\//\// o a \ PAGE: COMPACT FILL m 10' i,� \ \\/\\ \/\\/\\//\/\\//\\//\\/ A�� a P. GONG. FOUND. WALL d FTC, AS I I — MIN. i� \/\/\/ COMPACTED /\/\/\// PER DETAIL 10/A-401 A A Oj000 ° FILL In Q ��R . /\/ #4 REBAR ® 2"x4" KEYWAY r s �ii. /\//\// /0.0. (MIN. 3) OUND TI ON hI LLDETAIL \\ \ \ \,/\, GOV R D FORCM DETAIL ° ` //\\ \,/\/,\\,/\,/\//\,/\//\//\\j�\j�\j�\,/\,/ A-4oi.00 SCALE: 5/4" = 1'-o" DATE: 12/01/22 11 OF 15 A-401.00 „ - XTRIOR V�IOOD DGiG DETAIL GRADE SCALE: 5/4 - I O ��. /\ /\/\/\/\/\/ \/\/\/ A-401.00 SCALE: 3/4" = I'-O" #4 REBAR CONT. %-��\// /\\//\\//\\//\\//\\// NOTE: \ \\ \ ® 10" OG. (MIN. 3) \// \ /\/\/\ ALL P. GONG. 1� \X\//\�.PQ j\\//\\//\\//\\//\\//\\// SHALL BE- (1) #4 REBAR GONT. I ° /\/ V \/\/\/\/\/\/\ 4,000 PSI (MIN) #5 BENT REBAR a 1211 O.G. 9I \\ \/\\/\\/\\/\\/\\/\\/\ �ED/Q;{� j` z (U #4 REBAR GONT. I I %//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// �� Cyr 7 if, \\/\\/\\/\\/\\/\\/\\/ a �* Q a" THK. P. GONG. WALL I . / // // // / // // // // // // // // // // // // w � SDI C� m II \\\\\\\\\\\\\\\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ z ��, Ir -t 18" WIDEr12" DEEP o a P. CONC. FT6. I I a \\ \\ \\ \\ \\ \\ J /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ J // // // // // // // // // // // // // / / / 1� (2) #5 HOR. REBAR---_ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ N \ \ \ EXTERIOR MASONR`r STAIR DETAIL ' A-40 LOO SCALE: 5/4" = I'-O" 0E I `DER%AL 5)�vI50L <ENTOOO - Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) - (, W EXI5TINO TO REMAIN W J (3 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL - Q 5TL. WHEN APPLICABLE) /i to NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.O. ST 2" L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) xb" STRUCTURAL o �- r Q w POST FOR b" WALLS), U.O.N. z -+ c)� N }- NEW 2-HR FIRE RAI-ED L. WOOD FRAME (L.O. 5TL. Q O c z WHEN APPLICABLE) 27- r wr Ox UN LLJ 0 Om -W , z -c O ++ to ++ N O p N c O v .. z nQ :2 0 FOUNDATION PLAN NOTES Q �v 51NOLE SPAN STRUCTURAL MEMBER: O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS >: ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY • ABOVE INDICATED POSTS. Z Z 5TL. COL. (TYPI O2 5—I/2" O.D. 5CH 40 STL. COL. (A57M A123) BY 51MS STEEL Q (OR EQUAL) z U U3 I95"x18"A2" DEEP P. GONG. PAD FOOTING AS CL W PER DETAIL 12/A-402. Q NN 1.� p O -�—� LJ.I W O W BEAM POCKET (TYP.) 2'7'-II" 33'-2" J W Q � U z p W Q ' - --2) 2 A e.T DROPPED SM. DROPPED B N v J . . LPL I— — — — — — — — j I �"'� V (D _ -� cV L Q DROPPED RO PD SM— ® I = W 0 D- O n I_ Ir W - - 4-b � - - �4-b� 0.- - - - - - I — � ® — - - _ ---�e — , — — — — — — — — — — a — Q OL CAI 0. a - - - - - - - - -1 - - • F —(2) 2 N I O" — — — — — — — — — — — — — — — — — — — Jr — — — — — — — — — — — — — — — — — — I I FLUSH x x r a'-I jY2" a'-1 V2" (2) II.815" LVL GIRDER 1 L p - - - - - - - T (2 11.8-I5" LVL GIRDER (2) 11.8-15" LVL GIRDER (2) 11 815L. - " VL GIRDER L L - -1 L — � 2 CRAINLSPACE 2 u p 3 ki 3 CRAWI.SPACE -n n p I I =ry I N ® ry ® r ry® I t- I = I 10'-b" 10' LVL GIRDER - - (3) IL8-75" LVL GIRDER — (3) 11.815" LVL GIRDER 1 L + L — J (5) 11.8-75" LVL GIRDER I - MASONRY PATIO I 2 `(J I m z ABOVE I I iL p 3 i) � I . . I �_1�2 X — 7_1!j/2 1_I�J/2 -�_I�/2 •: r��- j I I � L' _ �% (2) 11.8-f5" LVL GIRD _ � 611.815" LVL GIRDER d ) 118"I5 LVL GIRDER II875 LVL L — J (2 " J L (2) L GIRDER I ? 2 PROJECT: 00 P E LZ E R I RESIDENCE MASONRY STOOP ABOVE I .. I 220 NAVY STREET - - — - - --i — - - - 1- - - - - - - ORIENT, NY11957 b'-4" I L — I kb'-4 m I . .. I DRAWING TITLE: - — — — — — - J PROPOSED STRUCTURAL PLAN o — — m 21'-4" PAGE: fi ROPOSED FOUNDATION 57 UGTURAL. PLAN S-mlolmoo SCALE: 1/4" = 1'-0" DATE: 12/01/22 12 OF 15 RF D A&C A 0 374 A 0 F N was 14 GENERAL 5"�t\t50L EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.O. 5TL. _ 0 . WHEN APPLICABLE) W EXISTING TO REMAIN w J p NEW FOUNDATION WALL NEW WOOD FRAME (L..O. /� �" N 5TL. WHEN APPLICABLE) l/ = Q +' Lr) C NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 O WOOD FRAME (L.O. STL. POST FOR 4" WALLS C) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL a- POST FOR 6" WALLS), U.O.N. z ;}, N }- I NEW 2-HR FIRE RATED L WOOD FRAME (L.O. 5TL. Q 0 C z WHEN APPLICABLE) �p a-- N x U I 0 w p Om � Z -r- O -� to -�-' N �-' ® C O v „ z Ln < CL :20 Q0) Z �- w � �= Q Z � Z U Q 4� m Ww z2±1 o FRAME DECK w w Q o /—n cr = V J 0 Qy: ir n U � o (2) 4.5" FLUSH HDR. = w o I w w (D Q a- N Q GL. 5 STUDY BATHROOM I v DINING ROOM - r � � J SCREEN ELECTRICAL O p �_ O MECH. PORCH PANEL p:fl p o M)DROOM m ® m O m ® > r d1 DBL. 11.515 LVL = 1 (A HALLWAY • 5 TON 5M/00 CONDENSER ON I PLATFORM (5) 11.575 LVL FLUSH HDR. K/(2) ABOVE DFE (2)11.8'15 LVL FLUSH HDR .375" STEEL FLITCH PLATES TBEARI G L8-15 LVL FLUSH HDR W/(2)_ R .575" STEEL FLITCH PLATES GL. 6 > � v ENTRY � I Om u p Q Q O h Q GREAT ROOM >< n COVERED O Q v CLOSET 1 tu (I " PORCH DL KITCHEN H 2:I2 SLOPE ~ ' p Q w -� T f �j z z �j ELECTRICAL x O > > O METER in =_ -_ p ENTRY O 0 O m ® Ir rl to > Lu J J m tQ Q ed I I a 0 o o OAS METER PROJECT: F \ry� N o 1 COVERED I ry PELZER I _ (2)I1.8,5 LVL FLUSH HDR. RESIDENCE STOOP — 220 NAVY STREET ORIENT, NY 11957 DRAWING TITLE: PROPOSED STRUCTURAL PLAN FROFOSEZ7 F I RST FLOOR STRUCTURAL FLAN PAGE: SCALE: 1/4" = 1'-0" S-102mOO DATE: 12/01/22 13 OF 15 aSDARC s . g a ' x '� 03740'' �. OENERAL Q - AEXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT / /i WOOD FRAME (L.O. STL. W WHEN APPLICABLE) w EX15TINO TO REMAIN - uj J Q NEW WOOD FRAME (1-.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) - Q LO NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 1 0 WOOD FRAME (L.O. STL. POST FOR 4" WALLS T- (0_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. ` O N }' 0 NEW 2-HR FIRE RATI_D L. 'V WOOD FRAME (L.G. STL. Q 0 C LO Z 'd' WHEN APPLICABLE) ._ .--- a-- v N � 0c) w o Dm � Z t 0 , Lo p c 0 v .. Z L ) < .-- CL � 0 Z � w - � Z w � z U aLu aE (a) U ® o -I-� LU -J w .� m U � c Zo ui Q Ixa cn 0 Qw n U F- � o = 0 7; U N r-I QOLL.�. N (2) a.5" FLUSH HDR. — — — — — — — — — — — — — — — — — — — — � !� BATHROOM 3 0S) BATHROOM 2 oxb"o. -- - — LIC. N. �® -- = LIN. i LIN. CLOSET 2 ■ A CDR n - I HALLWAY O BEARING WALL SM/GO I I ~I �! ! I --- - -------- - _- -�---- ---- - -- - -__.--- -.---- 2 4.5" LVL HDR. (2) 9.5" LVL H R. Z i 5M/GO -` --- (2) 9.5" FLUSH LVL HDR. CLOSET 3 CHASE LIN 2 CLOSET 4 --- - I I DBL. POST TO RIDGE DBL.POST TO RIDGE -- --- -- -'- - - - - AH. - - - - - -- _---- ------ - - = _ - - - - - - - - - - - - - - -I- - - - - - (2)2"xl2"RIDGE . I - ------ - - - - 5 / O SM/GO M I Q I I � - — -- - -- _ - = PROJECT: - ----- ---- — ------- ---- -- ------ up v � — - -- -- - - - ------ — = I P E LZ E R i BEDROOM I � - _ - � ® BEDROOM 2 ® BEDROOM 3 RESIDENCE o�0 - X— (V ® ry I i I 220 NAVY STREET I j I ORIENT, NY 11957 I DRAWING TITLE: L- - - - - - - - - - - - - - - - PROPOSED STRUCTURAL PLAN PROPOSED SECOND FLOOR STRUCTURAL PLAN FROFOSEID ROOF FRAM I NO PLAN PAGE: SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" S-103m00 DATE: 12/01/22 14 OF 15 D Al4c�� { �q 0374�� >} TFOFNtis� Q 0 F- W C) i1i W v w 'N {J L^/ O (y) O Q O O i 1 Q 0 . •cLoZd �- v N :2 X 1 W O Om -•�� tD Z -c O to 0 c NO v .. z � � .- a. � o Z � w - c Q Z _ w � • 2Z U D aW � m a � 00 4-J .j W w Q ( U z0 Q � a � U Q U n Q� ix 4" FRESH AIR VENT ILI... G 0 u I L THROUGH ROOF p 0 I O = Lu I U F- r-I 3 i Q Q m W CO Q Q 1 a Q (L N Qr z4 3/4" HW I Qs I I FULL BATH 2 FULL BATH 3 I FULL BATH 2 FULL BATH 3 LAUNDRY NOTE: NOTE: ALL PLUMBING d LAUNDRY CLOSET ALL PLUMBING WORK a -T —T 1 I IX SHALL CONFORM TO O FUEL GAS WORK O r I I I I O Q4 Q4 O TO LOCAL SHALL LNFORM 21I I I 2"I :2--1 1 I 2 1 I I I LOCAL PLUMBING CODE LL PLUMBING CODE d PROVIDE "ABESGO FP200 FIR Q 1 :4 I :4 Qz FUEL OAS 12" i I 12 I I EXPANDING FOAM" (OR EQUAL) z v LEGEND NO _v I I I AT ALL PENETRATIONS IN FIRE O I f p� ail, p�RATED WALLS AND w �I �U �I I� 3_1 �vI I� W.G. _ I I vFLOORS/CEILINGS. PRODUCT N I 1= 1 Iv I1= II IU m $ 1= HOT WATER 1. P ROOVDE "ABE5G0 FF200 FR CONFORMS TO A5TM E 514, tV I cvl iv 1 NI iv I ----- SUPPLYASTM E 84,AND UL 14'19 I I � I I- �I j� TIJB 11- EXPANDING FOAM" (OR EQUAL) AT ALL I TUB TUB -J HASHER -- _-----_--_ . __-_ -- --_---- --_-_-- __-- GOLD WATER AND FLOORSE/GE LINGS.TIONS AT WALLS G.O. 2 3 2 3" I G.O. .--•. .._.._.._..-. - .._-.. __..- .._.._. _.._ .._._.._.._.. _.._..�. - - SUPPLY 2.PRODUCT CONFORMS TO A5TM E 1 814, ASTM E 64, AND UL 14-79 FULL BATH I KITCHEN NOTE: i PROVIDE "ABESGO FP200 IFR ALL PLUMBING W ROOM WORK FULL BATH I KITCHEN ROOM 1 EXPANDING FOAM" (OR EQUALAL ) SHALL CONFORM TO 1 j AT ALL PENETRATIONS IN FIRE w KITCHEN LAUNDRY _ --r LOCAL PLUMBING CODE RATED WALLS AND 12 a0 I GO�ORM51T0 ASTM E 814,PRODUCT NEW VENT OUTLET LL I I 2 I I GLEAN OUT I p� Qr -- I ABOVE FRGE (DFE) I 1 I 3" AS REQ'D � I I W -I ASTM E 84, AND UL 1419 ij 1 2" I I I I I I FLOOD RESISTANT Z _ 04 I p I v CONSTRUCTION I S I v[4 I� 13 w u 1 PROVIDE F.A.I. p� I W tL 3: jv � I j GENERATOR RANGE ELEVATION (DFE) (SHOWER 1- I I- ' - I 1= SHOWER - I �� m ivl Icv I I m DRYER m m iv REGULATOR O 1 DW j� I I Q4 - DW - - - - - - - - 21 G.O. 3 G.O. �---------��----- - — �--- -----------------------� OAS SUPPLY Lij 4" 1 4" HOUSE MAIN MAIN DRAIN G.O. I 0 lu i TO PRIVATE Lu Lu 4 4" Q .._. _.._.. rwELL OL PROJECT: IL TO 5EPTIC Q SYSTEM X PELZER RESIDENCE 220 NAVY STREET FLUME3 1 N RISER - [7)RA I N / NASTE / VEIN FLUME I NO RISER — SUFFLY CAS RISER — SUFFL1' ORIENT, NY 11957 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: F-101moo DATE: 12/01/22 15 OF 15 rl D A&C,y 0 A qj, 0374 �QQ' cc