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51614-Z
�o�a�F SO�Tyo�o Town of Southold * * P.O. Box 1179 04 53095 Main Rd *ca,,,,r,,a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47027 Date: 05/05/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location.of Property: 1300 Bailie Beach Rd Mattituck, NY 11952 Sec/Block/Lot: 99.-3-11.18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/29/2024 Pursuant to which Building Permit No. 51614 and. dated: 02/06/2025 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: Reconstruction (demolition as per Southold Town Code) of a single-family dwelling with a front deck and side covered porch as applied for per ZBA#7952 dated 10/17/2024. The certificate is issued to: Robert Glover, Michele Glover Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1124 4/10/2026 ELECTRICAL CERTIFICATE: 51614 10/10/2025 PLUMBERS CERTIFICATION: Richard J. Cannareleta 11/20/2025 A orized Signature �o��OF50(/ryo� TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE 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#: 51614 Date: 02/06/2025 Permission is hereby granted to: Robert Glover 1300 Bailie Beach Rd Mattituck, NY 11952 To: Demolish, by town definition,an existing single-family dwelling and construct a new single-family dwelling to include a HVAC system as applied for per SCHD and ZBA approvals. Floodplain development permit will be required. Premises Located at: 1300 Bailie Beach Rd, Mattituck, NY 11952 SCTIVI#99.-3-11.18 Pursuant to application dated 10/29/2024 and approved by the Building Inspector. To expire on 02/06/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,022.50 CO Single Family Dwelling-New $100.00 Flood Permit $150.00 Total S1,272.50 Building Inspector o��pF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 • �� Southold,New York 11971-0959 ��yCOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Glover Address: 1300 Bailie Beach Rd city: Mattituck St: NY zip: 11952 Building Permit#: 51614 Section: 99 Block: 3 Lot: 11.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Drago Electric License No: 44135ME SITE DETAILS Office Use Only Commercial Indoor X Crawl X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 6 CO Detectors Heater Main Panel 100 A/C Condenser 1 Single Recpt RecessdFixtures 23 Combo Smoke/CO Transformer Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 18 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood 1 Dehumidifier Other Equipment: Cooktop Electric Notes: One Story House Inspector Signature: <r / Date: October 10, 2025 Town Hall Annex �� �y Telephone(631)765-1802 54375 Main Road a . P. O.Box 1179ceZ Southold, NY 11971-0959 '. JAN - 9 2026w 3 BUILDING DEPARTMENT ` TOWN OF SOUTHOLD r„a4C�"; ...`a, ` CERTIFICATION Date: Building Permit No. Owner: gq t'C het e �'-I4 �` (Please print) Plumber: g:c, a►erg:5 (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 20 day of �IOIt ern ber, 20 15 Notary Public, } 11 County DARCEE AUFENANGER NOTARY PUBLIC,STAI E OF NEW YORK Registration No.01AU0019644 Qualified in Suffolk County Commission Expirv.s January 9,'2028 OF SOUIyo{o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouMve�'' 631-765-1802 -INSPECTION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REMARKS: O Vtce k Ao vo y� � DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [�O ATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON pw, PRE C/O REMARKS: �� ✓� � F%► v��lis � DATE INSPECTOR /I o�aOF SOUTyO # # TOWN OF SOUTHOLD U ITD P T. cou 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR so�,yo� ' * TOWN OF SOUTHOLD:BUILDING .DEPT.- `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [—J SULATIOWCAULKING [ ] 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: yl UI ovl -L Cast, c.-( j 16 D �e eo� �! assj )k,S Gkad-- 4e� a i �vf, -V&f ve 5 J n S -(lei . v�= 30 13- 2 rM OW el cioo)t 41 CV6 5A . A W i 0 {2 l2 1 &0V4e, 6Q v S h J�, DATE INSPECTOR O�a0FS0UryO - - - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;)PSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL jW40//VO (7'Vw4 Ole-r) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO [ ] PRE C/O [ ] RENTAL REMARK Si� Cc �naw�i '�Ci ems. ��,ha5 ,0� dam ,0o6 - . o g 6® kv5v1J5 ,c v ,s. �/22ci1 s A 4mm i G SO al C agt 14�1e)h2-f&-z-PC&Zf plwLces ii►��c-/l�•C. G�af� he p2,vfn'r � lam- �i,orL DATE S-. go- S INSPECTOR `/ / hO�apF SOUly�lo TOWN SOUTHOLD BUILDING DEPT. ( Coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: In 1.1r) uA4r,r m�, vn f 04 k C4I 01 l �c r f- wl+/V/) 6 � DATE INSPECTOR �� pF SOUIy�� * # TOWN OF SOUTHOLD BUILDING.DEPT. °y o m,��� 631-765-1802 INSPECTION [ ] FOUNDATION-1 ST/ REBAR [ ] RO GH PLBG. ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 4, = [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ "] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I ln/ 4v� CPA M_�i� en. 6*�7 Z�"6 - I 6L, 7_f�z_z A*l q'o& �S �l o►�. � Sod, DATE yJ INSPECTOR - MH A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 6th,2026 Glover Residence 1300 Bailie Beach Rd Mattituck,NY 11952 Tax map#1000-099.00-03.00-011.018 To Whom It May Concern. Based on my inspection at the above address,I hereby certify the following changes to the architectural plans - New Door added:Door 110 - Size of counter in the laundry room has expanded, and cabinetry added above location - Linen shelving in bathroom has been changed into a closet with accessibility from inside the bathroom. Proposed Buried Propane tank has been reverted to Existing Above-Ground Liquid Petroleum Fuel Tanks Revised Site Plan to show existing concrete walkway. _ Added another set of stairs to right side deck. Marvin Elevate windows revised to show as-built Lincoln windows Edits to plan notes Updated mechanical information and location Structural collar ties in Living room/Kitchen changed to 3x10 Doug fir bolted with carriage bolts. Edits to window schedule Please contact our office if you have any questions. Thank you, G L'. Anthony Portillo,RA, LEED AP ! '� JAN �i' err-`F ;''.-r;,'7•yl_;. ..,F, Page 1 of 1 A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 6,2026 Glover Residence Mattituck,NY 11952' Tax map#1000-099.00-03.00-011.018 To Whom It May Concern. Based on my inspection at the above address,the framing and insulation were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA,LEED AP r% is ILI JAN - g 026 f.a tY•`Q 9j dl Page 1 of 1 111 J� r—... +"! Irk; APEX Energy Ratings NY # J A N - g 8,�lark Ave S#617693,New York,NY 10003 E 2��6 `_ f 631-310-2147 1 631-626-3759 APEX apexenergyratingsny@gmail.com t,>. gin. ENERGY RATINGS Duct&Envelope Tigl tnes9'Compliance Report Aligned with 2018 IECC,as amended by the 2020 New York State Supplement(Sections R402.4.1.21&R403.3.4) . ,�%�_ �s ja"[4'r Vl `General orrna�, Test Address:1300 Bailie Beach Road Completed By:Marvin Murillo HERS Rater ID#:1377176 Mattituck,NY-11952 APEX Energy Ratings NY RESNET Rater ID#: Test Date:9/30/2025 228 Park Ave S#617693 BPI#: Permit#:51614 New York, NY 10003 RFI#(if applicable): Compliance Pathway:Performance y is Buildmg,Envel'ope TYghtness, k � q r Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement Crawl ❑ Conditioned Crawlspace ❑ Sealed Attic 1st Floor 1,128 9,599 Attic Testing Equipment: Total Volume: 9,599 Blower Door Model:Model 3 110V CFM @ 50 Pa: 468.8 ACH50 @ 50 Pa: 2.93 Duct Tester Model:DG1000-15924 Last Calibration Date:Feb 14,2024 Code Compliance: Pass F Duct Tightness + � ¢2 : System 1:Whole House System 2:Not Applicable Type of Duct Test: Duct Location:Unconditioned Attic Duct Location: Floor area served(fC): 1,128 ft2 Floor area served(fe): ❑ Rough-in with air handler Leakage @ 25 Pa(CFM):43.1 Leakage @ 25 Pa(CFM): ❑ Rough-in without air handler Leakage(CFM/100ft7):3.82 Leakage(CFM/100fO): ❑✓ Post-construction Code Compliance:Pass Code Compliance: Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with the 2018 IRC and the 2020 New York State Supplement(Section R402.4.1.2).Duct system leakage was verified in accordance with the 018 IECC,as amended by the 2020 New York State Supplement(Section R403.3.4). Signature: Marvin urillo,APEX Energy Ratings NY e p i I i 1300 Bailie Beach Rd HVAC Load Calculations i for Michele Glover 1300 Bailie Beach Rd Mattituck NY 11952 �,� � • �` 5 2026 fsr.£f�`•:m': �- -,,�. �%ice Aberdeen Building I Consulting , Inc i i I f I I I Prepared By`. I Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday, October 22,2024 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. I i I 1 - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1300 Bailie_Beach Rd Bay Shore,NY 11706 Page 2 Load Preview Report SYS Has l Net Re, Rz Sen Lat Net! Sen Hts, C s Act Scope AED Ton To 56nl Area; Gain Gain Gain! Lossi 9I 9 ; CFMi CFMI CFM Building 2.07 2.35, 457 1,071 21,106: 3,759 24,864, 28,664 346 942 942 System 1 HVAC System Yes 2.07 2.35 457 1,071 21,106 3,759 24,864 28,664 346 942 942 I Ventilaton 428 821 1249 2,041 30 30 30 Supply Duct Latent 1,701 1,701 Return Duct 4 10, 15, 21 Zone 1 1,071 20,673 1,226 21,899 26,602 346 942 942 1-Living Room/Ktchen 469 14,073 933 15,006 13,914 181 641 641 2-Bathroom 143 1,147 49' 1,196 2,319 30 52 52 3-West Bedroom 153 2,581 100 2,681 4,121 54 118 118 j 4-Hallway 93 308 16 324 1,050 14 14 14 1 5-East Bedroom 146 1,709 62 1,771 2,819 37 78 78 6-Laundry Room 67 855 66 921 2,378 31 39 39 �I I i I I I i I i I i I I I Tuesday, October 22, 2024, 11:07 AM Y �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1300 Bailie Beach Rd Bay Shore,NY 11706 Page 3 System 1 - HVAC System - Adequate Exposure Diversity Test 1 Test For Adequate Exposure Diversity 30,000 � I 25,000 20,000 j 28.4% Diff. from Avg. 15,000 0 m T __ y 10,000 - I 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 AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 28.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh i 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. Tuesday, October 22, 2024, 11:07 AM Rhvac Residential&Light;Commercial HVAC Loads ., Elite Software Development,Inc. Aberdeen Building Consulting` _ 1300 Bailie Beach Rd Ba Shore,NY 11706 Pa e 4 Total Building Summary Loads Component E: _Area! Sent! Lat,' Sen Total Description Quan ' Loss Gain;, Gain' Gain C: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 27:1 470 0 916 916 DT: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 D: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 E: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 15.8 275 0 536 536 H Skylight: Glazing-Skylight, Skylight U-0.55, horizontal, 45 1,536 0 7,468 7,468 U-value 0.55, SHGC 0.78 101 glass: Glazing- 10.2 177 0 171 171 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 37.7 748 0 1,581 1,581 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32.4 644 0 386 386 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 25.3 502 0 1,059 1,059 109 glass: Glazing-French door, .28/.32, U-value 0.32, 10 198 0 217 217 SHGC 0.4 101 opaque: Door-R5 Door, U-value 0.2 10 124 0 48 48 109 opaque: Door-115 Door, U-value 0.2 10 124 0 48 48 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 969.4 4,028 0 1,434 1,434 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1025.7 3,498 0 2,143 2,143 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 open crawl: Floor-Over open crawl space or garage, 468.6 1,511 0 195 195 Custom, R30 open crawl, U-value 0.052 R30: Floor-Over open crawl space or garage, Custom, 602.1 1,941 0 251 251 R30 open crawl, U-value 0.052 Subtotals for structure: 17,450 0 18,381 18,381 j People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 j Ductwork: 4,587 1,711 1,282 2,993 Infiltration: Winter CFM: 67, Summer CFM: 23 4,586 626 325 951 Ventilation: Winter CFM: 30, Summer CFM:30 2,041 821 428 1,249 { Total Building Load Totals: 28,664 3,759 21,106 24,864 Check Figures _ _ Total Building Supply CFM: 942 CFM Per Square ft.: 0.880 Square ft. of Room Area: 1,071 Square ft. Per Ton: 457 Volume (ft3): 9,837 Buildin Loads Total Heating Required Including Ventilation Air: 28,664 Btuh 28.664 MBH Total Sensible Gain: 21,106 Btuh 85 % Total Latent Gain: 3,759 Btuh 15 % Total Cooling Required Including Ventilation Air: 24,864 Btuh 2.07 Tons (Based On Sensible+ Latent) I 2.35 Tons (Based On 75%Sensible i 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. I i Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads _ Elite Software,Development,Inc. Aberdeen Building Consulting _ I300 Bailie Beach Rd Bay Shore,NY 11706 Page 5 Building Bar Graph 8,000 6,000 Building 4,000 Loss 28,664 Btuh i 2,000 i i 0 Floor 12% Wall 14% Door 1% Infiltration 16% i Roof 12% Glass 22% Ductwork 16% Ventilation 7% I' i 15,000 10,000 I Building Gain 24,864 Btuh 5,000 i 0 Floor 2% Wall 6% Door 0% Ductwork 12°/d/entilation 5% Roof 9% Glass 57% People 5% Infiltration 4% Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite_Software Deve lopment,.lnc. Aberdeen Building Consultin _ 1300 Bailie Beach Rd, 9 'Ba�Shore,NY 11706 "..__ _ - Page 6 System 1 HVAC System Summary Loads Component Area Sen j. Lat, Sen Total Description Quan Loss i Gain' 'Gain Gain C: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 27.1 470 0 916 916 DT: Glazing-.28/.32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 D: Glazing-.28/.32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 E: Glazing-.28/.32, U-value 0.28, SHGC 0.32 15.8 275 0 536 536 H Skylight: Glazing-Skylight, Skylight U-0.55, horizontal, 45 1,536 0 7,468 7,468 U-value 0.55, SHGC 0.78 101 glass: Glazing- 10.2 177 0 171 171 B: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 A: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 37.7 748 0 1,581 1,581 G: Glazing-.28/.32, U-value 0.32, SHGC 0.4 32.4 644 0 386 386 I F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 25.3 502 0 1,059 1,059 109 glass: Glazing-French door, .28/.32, U-value 0.32, 10 198 0 217 217 SHGC 0.4 101 opaque: Door-R5 Door, U-value 0.2 10 124 0 48 48 109 opaque: Door-135 Door, U-value 0.2 10 124 0 48 48 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 969.4 4,028 0 1,434 1,434 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1025.7 3,498 0 2,143 2,143 Floor (also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 open crawl: Floor-Over open crawl space or garage, 468.6 1,511 0 195 195 Custom, R30 open crawl, U-value 0.052 R30: Floor-Over open crawl space or garage, Custom, 602.1 1,941 0 251 251 R30 open crawl, U-value 0.052 Subtotals for structure: 17,450 0 18,381 18,381 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 i Ductwork: 4,587 1,711 1,282 2,993 Infiltration:Winter CFM: 67, Summer CFM: 23 4,586 626 325 951 Ventilation: Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 System 1 HVAC System Load Totals: 28,664 3,759 21,106 24,864 Check Fi ures Supply CFM: 942 CFM Per Square ft.: 0.880 Square ft. of Room Area: 1,071 Square ft. Per Ton: 457 Volume (ft3): 9,837 System Loads Total Heating Required Including Ventilation Air: 28,664 Btuh 28.664 MBH Total Sensible Gain: 21,106 Btuh 85 % Total Latent Gain: 3,759 Btuh 15 % Total Cooling Required Including Ventilation Air: 24,864 'Btuh 2.07 Tons (Based On Sensible + Latent) 2.35 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. i i Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. fAberdeen Building Consulting 1300 Bailie Beach Rd Bay Shore NY 11706 Page 7 system 1 HVAC System Bar Graph I 8,000 \I 6,000 System HVAC 4,000 System i Loss l 28,664 2,000 Btu h o _ -- Floor 12% Wall 14% Door 1% Infiltration 16% Roof 12% Glass 22% Ductwork 16% Ventilation 7% 15,000 System 10,000 1 i HVAC System Gain 5,000 j 24,864 Btu 0 Floor 2% Wall 6% Door 0% Ductwork 12% Ventilation 5% Roof 9% Glass 57% People 5% Infiltration 4% i J Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. berdeen Building Consulting _ 1800 Bailie Beach Rd -bayShore,NY' 11706 _ Pa e 8 il Manual S Performance Data - System 1 - HVAC System Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.106 Outdoor Wet Bulb: 71 Latent Gain: 3.759 ! Indoor Dry Bulb: 70 Total Gain: 24.864 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 i Heating: Outdoor Dry Bulb: 10 Sensible Loss: 28.664 Indoor Dry Bulb: 72 Entering Dry Bulb: 66.6 Indoor RH: 30 Supply Airflow: 346 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity: 30.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 22.500 21.106 107% Latent Capacity: 7.500 3.759 200% Total Capacity: 30.000 24.864 121% I Heating: Model Type: Hydronic Warm Air, Model: , Nominal Capacity: 40.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 40.000 28.664 140% i I I I I I i i I i Tuesday, October 22, 2024, 11:07 AM _ I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. i Aberdeen Building-Consulting - - 1300 Bailie Beach Rd -gay Shore,NY 11706 Pa e 9 ISystem 1 - Hourly Room Net Gain i System 1 Hourly Room Net Gain � I 18'000i....................... . . ..... ................ ... . ... . . . .. . . . .............. . . .. ......... . . . . ....... I II 17,000 ...................................... ... .... .. . .. . . .. .. . . .... .......... . . . . . .. . . .... . .. ... ..... 16,000......... . ............................ . . .. ....... ... . . . . ................. .. . .. . .. ..... . . .. . .. ..... ! I 15,000 ... ..... . . . ................... . ....... ... . ...... . ... . . . ................... .. . . . ... ..... . . ........ I I ........... . . . I � 13,00O . .. . . ... . ... . ... . . . . . . .... . . . ...... .. . . . . . . .................................. ... .. . . .... .. ... . .. . 12,000! ... . ... ..... . . ... . ....... r 11,000L. ... ......... ........ . . . ........ .. . ....... .. . ................. . ...... . . .. .......... . . ............. ! _ I 10,000......... ................ ....... . . . ......... .. . . . . . . . . .. . . .. .... . . . . .. . ... . ......... . . .. ........... i m - 9,000..... ............ ............... .. .......... . . .. . . . .. . . . . . . . . . . . .. .. . .. . . . ............ . . . .. ......... Z8,000_........... ..................... . . ............ . .. . . . . . .. . . .. . . .. . . . .. . . .. . .. . ......... . . . . ... .. .... L 7,0001i................................ . . .......... . . . . . . . . . . . . . . . . . .. . .. . .. . .. . . . .......... .. . . .... ...... 6,000 ............................... .. ............ . .. . . . . . .. . . . . . .. . .. . . .. . . . . . ........... . ....... ..... i r 5,000 ........ ......... .... ........... .. .............. . . . . . . . . . . .. ... .. .. .. . .. . . . .......... . . . . . . ........ i ` 4,000................................. ............ . . . . . . . . . . .. .. . . . .. .... .. . .. . . ........... . . .. .......... i - 3,000.................. ............... . . .......... .. . . . . . . . . .. . . .. ..... .. . . . . .. ..... . .. .... ... ... .. ............. .................... . . ........... .. 1,000-..................... T 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 �— Living Room/ Kitchen(70%) �— Bathroom(48%) West Bedroom(66%) ---�— Hallway(09%) East Bedroom(60%) Laundry Room(451/o) 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. I' Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC.Loads _ Elite Software Development,Inc.- Abrdeen Building Consulting _ 1300 Bailie Beach Rd _. lba'y' Shore,NY 11706 -- . _ Page 10 I. System 1, Zone 1 Summary Loads Average Load Procedure for Rooms) j Component Area, Sen; Lat Sen i Total Description Quan; Loss,, Gain' Gain ; Gain C: Glazing-.28/.32, U-value 0.28, SHGC 0.32 27.1 470 0 916 916 DT: Glazing-.28/.32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 I D: Glazing-.28/.32, U-value 0.28, SHGC 0.32 40.4 702 0 679 679 E: Glazing-.28/ .32, U-value 0.28, SHGC 0.32 15.8 275 0 536 536 H Skylight: Glazing-Skylight, Skylight U-0.55, horizontal, 45 1,536 0 7,468 7,468 U-value 0.55, SHGC 0.78 101 glass: Glazing- 10.2 177 0 171 171 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.6 270 0 570 570 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 37.7 748 0 1,581 1,581 G: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 32.4 644 0 386 386 F: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 25.3 502 0 1,059 1,059 109 glass: Glazing-French door, .28/.32, U-value 0.32, 10 198 0 217 217 j SHGC 0.4 101 opaque: Door-R5 Door, U-value 0.2 10 124 0 48 48 , 109 opaque: Door-135 Door, U-value 0.2 10 124 0 48 48 R21: Wall-Frame, Custom, R21 Frame, U-value 0.067 969.4 4,028 0 1,434 1,434 i R49: Roof/Ceiling-Under Attic with Insulation on Attic 1025.7 3,498 0 2,143 2,143 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30 open crawl: Floor-Over open crawl space or garage, 468.6 1,511 0 195 195 Custom, R30 open crawl, U-value 0.052 R30: Floor-Over open crawl space or garage, Custom, 602.1 1,941 0 251 251 R30 open crawl, U-value 0.052 Subtotals for structure: 17,450 0 18,381 18,381 People: 3 600 690 1,290 Equipment: 0 0 0 j Lighting: 0 0 0 Ductwork: 4,566 0 1,277 1,277 Infiltration:Winter CFM: 67, Summer CFM: 23 4,586 626 325 951 j System 1, Zone 1 Load Totals: 26,602 1,226 20,673 21,899 Check Figures Supply CFM: 942 CFM Per Square ft.: 0.880 Square ft. of Room Area: 1,071 Square ft. Per Ton: 559 Volume (ft3): 9,837 j Zone Loads -- Total Heating Required: 26,602 Btuh 26.602 MBH Total Sensible Gain: 20,673 Btuh 94 % Total Latent Gain: 1,226 Btuh 6 % Total Cooling Required: 21,899 Btuh 1.82 Tons (Based On Sensible+ Latent) 1.91 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. i I I � Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HV_AC Loads Elite Software Development,Inc Aberdeen Building Consulting _ 1300 Bailie Beach Rd Bay Shore NY 11706 Page 11 sSystem 1, Zone 1 Bar Graph i 8,000 6,000 I System 1 , Zone 4,000 1 Loss 26,602 Btu 2,000 i Floor 13% Wall 15% Door 1% Infiltration 17% Roof 13% Glass 23% Ductwork 17% i I 15,000 10,000 System 1 , Zone 1 Gain 21 ,899 5,000 Btu Floor 2% Wall 7% Door 0% Ductwork 6% Roof 10% Glass 65% People 6% Infiltration 4% Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&.Light.Commercial HVAC Loads __ „ Elite Software Development,Inc. Aberdeen Building Consulting 1300 B_ail_ie Beach Rd : BayShore,'NY 11706 Pa a 12 Detailed Room Loads - Room 1 - Living Room/Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.3 ft. System Number: 1 Room Width: 27.2 ft. Zone Number: 1 Area: 468.6 sq.ft. Supply Air: 641 CFM Ceiling Height: 10.7 ft. Supply Air Changes: 7.7 AC/hr. Volume: 5,019 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 16 CFM Runout Air: 107 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 544 ft./min. Percent of Supply: 3 % Runout Air Velocity: 544 ft./min. Actual Winter Infil.: 36 CFM Actual Loss: 0.191 in.wg./l00 ft. Actual Summer Infil.: 12 CFM Item Area,; -U-;; Htg � Sen r Clg Lat Sen Description Quantity ii Value WTM;_ Loss ; FiTM � _ Gain -Gain j W -Wall-R21 17.2 X 10.7 157.7 0.067 4.2 655 1.5 0 233 E -Wall-R21 17.2 X 10.7 168.9 0.067 4.2 702 1.5 0 250 S -Wall-R21 27.2 X 10.7 189.9 0.067 4.2 789 1.5 0 281 S-Door-101 opaque 3 X 3.3 10 0.200 12.4 124 4.8 0 48 W -GIs-C shgc-0.32 0%S 27.1 0.280 17.4 470 33.8 0 916 ' S-GIs-DT shgc-0.32 0%S 40.4 0.280 17.4 702 16.8 0 679 ' S -GIs-D shgc-0.32 0%S 40.4 0.280 17.4 702 16.8 0 679 E-GIs-E shgc-0.32 0%S 15.8 0.280 17.4 275 33.9 0 536 UP-Sky-H Skylight shgc-0.78 (4) 45 0.550 34.1 1,536 166.0 0 7,468 S-GIs-101 glass shgc-0.32 0%S 10.2 0.280 17.4 177 16.8 0 171 i UP-Ceil-R49 17.2 X 27.2 423.6 0.055 3.4 1,445 2.1 0 885 Floor-R30 open crawl 27.2 X 17.2 468.6 0.052 3.2 1,511 0.4 0 195 Subtotals for Structure: 9,088 0 12,341 Infil.: Win.: 35.8, Sum.: 12.1 660 3.691 2,438 0.262 333 173 Ductwork: 2,388 869 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 13,914 933 14,073 I i � I I l I � I Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite_Software Development,Inc. Abe_rdeen.Building Consulting .,_ ;; _. 1300 Bailie Beach Rd ... - Ba Shore,NY 11706. .__ :_,... ..:.. Page,13 Detailed Room Loads - Room 2 - Bathroom (Average Load Procedure) General I Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.1 ft. System Number: 1 Room Width: 11.8 ft. Zone Number: 1 Area: 143.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 1,144 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 52 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 599 ft./min. Percent of Supply: 3 % Runout Air Velocity: 599 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.407 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area U- Htg Sen CIg r Lat; Sen Description Quantity Value l' HTM E; Loss�' HTM.; Gain! Gain W -Wall-R21 12.1 X 8 83.1 0.067 4.2 345 1.5 0 123 W -GIs-B shgc-0.4 0%S 13.6 0.320 19.8 270 41.9 0 570 UP-Ceil-R49 12.1 X 11.8 143 0.055 3.4 488 2.1 0 299 i Floor-R30 11.8 X 12.1 143 0.052 3.2 461 0.4 0 59 Subtotals for Structure: 1,564 0 1,051 Infil.: Win.: 5.2, Sum.: 1.8 97 3.693 357 0.259 49 25 j Ductwork: 398 71 Room Totals: 2,319 49 1,147 i I , i i I I I i I i I I i I i i I I I Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads EliteZ. S.oftwa_re_Development,Inc. Aberdeen Building Consulting_ 1300 Bailie Beach Rd ,BayShore,NY 11706 _ _ _ . . Pa a 14 Detailed Room Loads - Room 3 - West Bedroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.9 ft. System Number: 1 Room Width: 11.8 ft. Zone Number: 1 Area: 152.8 sq.ft. Supply Air: 118 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,223 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 59 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 674 ft./min. Percent of Supply: 3 % Runout Air Velocity: 674 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.514 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area U i Htg Sen Clg;' Lat Sen Description _ �t Quantity'; Value; HTM Loss; HTM Gain�' Gain N -Wall-R21 11.8 X 8 78.4 0.067 4.2 326 1.5 0 116 W -Wall-R21 12.9 X 8 65.6 0.067 4.2 273 1.5 0 97 ! I W -GIs-A shgc-0.4 0%S 37.7 0.320 19.8 748 41.9 0 1,581 N -GIs-G shgc-0.4 100%S 16.2 0.320 19.8 322 11.9 0 193 UP-Ceil-R49 12.9 X 11.8 152.8 0.055 3.4 521 2.1 0 319 Floor-R30 11.8 X 12.9 152.8 0.052 3.2 493 0.4 0 64 Subtotals for Structure: 2,683 0 2,370 Infil.: Win.: 10.7, Sum.:3.6 198 3.692 731 0.263 100 52 Ductwork: 707 159 Room Totals: 4,121 100 2,581 i i i I i i I I I I i ! Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads_-_ . Elite.Software Development,Inc. Aberdeen Building.Consulting_ :_ _ _ 1300_Bailie Beach-Rd. Ba-Shore,NY 11706 Page 15 Detailed Room Loads - Room 4 - Hallway (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.3 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 93.3 sq.ft. Supply Air: 14 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 747 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 14 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 161 ft./min. Percent of Supply: 3 % Runout Air Velocity: 161 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.031 in.wg./l00 ft. Actual Summer Infil.: 1 CFM Item Area>� -U-,i Htg„ Sen Clg i Lat; Sen Description Quantity, Values HTM, Loss; HTM;° Gain Gain N-Wall-R21 4 X 8 32 0.067 4.2 133 1.5 0 47 UP-Ceil-R49 23.3 X 4 93.3 0.055 3.4 318 2.1 0 195 Floor-R30 4 X 23.3 93.3 0.052 3.2 301 0.4 0 39 Subtotals for Structure: 752 0 281 Infil.: Win.: 1.7, Sum.: 0.6 32 3.688 118 0.250 16 8 Ductwork: 180 19 Room Totals: 1,050 16 308 I i I I l i ' I i I i I i i i i i i Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial HVAC Loads _ ; Elite Software Development,Inc. Aberdeen_Build'ing Consulfing,- s; 1300 Bailie Beach Rd Bay Shore,NY 11706 Paw 16 Detailed Room Loads - Room 5 - East Bedroom (Average Load Procedure) j General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.4 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 i Area: 146.5 sq.ft. Supply Air: 78 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,172 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 78 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 571 ft./min. Percent of Supply: 3 % Runout Air Velocity: 571 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.270 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Ht Seng ' ,; Clg{ Lat Sen " Description „ Quantity r Value': HTM Loss I; HTM;i Gain Gain E -Wall-R21 15.4 X 8 98.1 0.067 4.2 407 1.5 0 145 I E-GIs-F shgc-0.4 0%S 25.3 0.320 19.8 502 41.9 0 1,059 UP-Ceil-R49 15.4 X 9.5 146.5 0.055 3.4 499 2.1 0 306 Floor-R30 9.5 X 15.4 146.5 0.052 3.2 472 0.4 0 61 Subtotals for Structure: 1,880 0 1,571 Infil.:Win.: 6.7, Sum.: 2.3 123 3.689 455 0.259 62 32 Ductwork: 484 106 Room Totals: 2,819 62 1,709 i I i I r i i I i I I i I i f Tuesday, October 22, 2024, 11:07 AM Rhyac-Residentlal&Light Commercial HV_ AC Loads_ Elite Software Development,Inc. Aberdeen Building Consulting _ _. I 1300 Bailie Beach Rd �Ba Shore,NY 11706 :.. Page 17 Detailed Room Loads - Room 6 - Laundry Room Average Load Procedure) 1 I General j Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 66.5 sq.ft. Supply Air: 39 CFM j Ceiling Height: 8.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 532 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 39 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 446 ft./min. Percent of Supply: 3 % Runout Air Velocity: 446 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.228 in.wg./100 ft. Actual Summer Infil.: 2 CFM 1 Item Area ' -U-f Htg a Sen Clg Lat u Sen Description ;, Quantity, Value 11 HTM i; Loss;i HTM Gain'' Gain N -Wall-R21 9.5 X 8 59.8 0.067 4.2 248 1.5 0 89 E -Wall-R21 7 X 8 36 0.067 4.2 150 1.5 0 53 E-Door-109 opaque 3 X 3.3 10 0.200 12.4 124 4.8 0 48 ! N -GIs-G shgc-0.4 100%S 16.2 0.320 19.8 322 11.9 0 193 E-GIs-109 glass shgc-0.4 67%S 10 0.320 19.8 198 21.7 0 217 UP-Ceil-R49 7 X 9.5 66.5 0.055 3.4 227 2.1 0 139 Floor-R30 9.5 X 7 66.5 0.052 3.2 214 0.4 0 28 Subtotals for Structure: 1,483 0 767 Infil.: Win.: 7.2, Sum.: 2.4 132 3.689 487 0.265 66 35 Ductwork: 408 53 Room Totals: 2,378 66 855 I i I ! i I I I j I Tuesday, October 22, 2024, 11:07 AM Rhvac-Residential&Light Commercial_HVAC Loads Elite Software Development,Inc. ! Aberdeen Building Consulting 1300 Bailie Beach Rd Bay Shore,NY 11706 Page 18 Room Cooling and Heating Loads Bar Graphs i i I I ; Living Room/Kitchen I i � j Cooling i Bathroom I I � I West Bedroom i i � I Hallway I i � I i i East Bedroom Heating � Laundry Room I I I I i % 0 5,000 10,000 15,000 20,000 i Btuh ! i Tuesday, October 22, 2024, 11:07 AM I � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1800,Bailie Beach Rd Bay Shore,NY 11706 Page 19 Room Cooling Loads Bar Graphs I I ' j Living Room/Kitchen Sensible Bathroom ! I j i West Bedroom I I I � I I I Hallway I I i I I I i East Bedroom i I jLatent Laundry Room I j � 0 5,000 10,000 15,000 20,000 I I I Btuh j Tuesday, October 22, 2024, 11:07 AM j Rhvac-Residential&Light Commercial HVAC_ Loads Elite So_ftware_Development,Inc. Aberdeen_Building Consulting 1300 Bailie Beach_Rd_ i BayShore,NY 11706 Pa a 20 system 1 Room Load Summary ! Htg Min Run" Run Clg, Clg Min Act Room Area Sens Htg Duct Duct Sens Lat CI g? Sys No Name SF Btuh CFM Size Vel Btuh ' Btuh CFM"' CFM ---Zone 1--- 1 Living Room/ 469 13,914 181 6-6 544 14,073 933 641 641 Kitchen 2 Bathroom 143 2,319 30 1-4 599 1,147 49 52 52 3 West Bedroom 153 4,121 54 2-4 674 2,581 100 118 118 4 Hallway 93 1,050 14 1-4 161 308 16 14 . 14 5 East Bedroom 146 2,819 37 1-5 571 1,709 62 78 78 6 Laundry Room 67 2,378 31 1-4 .446 855 66 39 39 Ventilation 2,041 428 821 Duct Latent 1,701 Return Duct 21 4 10 System 1 total 1,071 28,664 346 21,106 3,759 942 942 System 1 Main Trunk Size: 12x14 in. Velocity: 807 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons , Split Btuh Btuh Btuh Net Required: 2.07 85%/15% 21,106 3,759 24,864 Recommended: 2.35 75%/25% 21,106 7,035 28,141 Actual: 2.50 75%/25% 22,500 7,500 30,000 Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Hydronic Air Handler Efficiency: 0 16 SEER Sound: 0 0 Capacity: 40,000 Btuh 30,000 Btuh Adjusted Capacity: n/a 30,000 Btuh Sensible Capacity: n/a 22,500 Btuh Adjusted Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh Adjusted Latent Capacity: n/a 7,500 Btuh I ' i i i i Tuesday, October 22, 2024, 11:07 AM MELD INSPECTION AhEO:T: DATE COMMENTS PORT FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) O C cn y ROUGH FRAMING& PLUMBING ok� m AP12 V-vrivis yisktj.4�,,ao INSULATION PER N. Y. I STATE ENERGY CODE CIO de- -1 JL;Qj bJV 6 pa4 OR- "u ' Na see m%,-Irl-she� FINAL -- ADDITIONAL COMMENTS S-f ov e-c-41 bq Cb*F k C—Iecfy?(, Peravut Kec /0 ! ------ B --- rn a� :F(A- C.V- 0-44 "nur, I e-c anc TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 w��yol# fast; Telephone (631) 765-1802 Fax (631) 765-9502 littgs://www•.soutlioldtownnv..Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only U ��� '? LJ +t fP j j i ')t PERMIT NO. 51 Le I Building Inspector_ OCT 2 9 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. i E! .FJ X t 7 9. ._" Date, t O 2-5 ZZ4 OWNER(S)OF PROPERTY: Name:Michele Glover SCTM#1000-99_03-11.18 Project Address:1300 Bailie Beach Road, Mattituck Phone#:631 697 2280 Email:mazigrand@optimum.net Mailing Address:1300 Bailie Beach Road, Mattituck CONTACT PERSON: Name:Brooke Epperson .Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 6039092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO BOX 152, Mattituck, N.Y. 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 Estimated Cost of Project: 20ther Reconstruction $300,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? BYes ONO 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming this property? ❑Yes 19No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildingisi for necessary inspections.False statemenl6 made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(pri name): QAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk .SL(S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, (S)he is the A g3 rt (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 19 ® bD'� 0 `day of c 2 V. 61 Notary Public DARCEE AUFENANGER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.0 0019644 Qualified in Suffolkolk County Commission Expires January 9, 2028 ,, Y�► I C H -C V residing at 1300 Bailie Beach Road Mattituck do hereby authorize AMP Architecture to apply on ry al th Town of Southold Building Department for approval as desc ibed herein. ner's Signature Date me Ctt-2&r�Zv�r2 Print Owner's Name 2 ��S�FFOIK� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https•//www.southoldtownny.gov Floodplain Development Permit Application PROPERTY.INFORMATION: Flood Zone:AE-1 O FIRM Panel:36103CO143H SCTM#1000-99-03-11 .18 Address:1300 Bailie Beach Road city:Mattituck zip:11952 CONTACT PERSON: Name:AMP Architecture Phone#:631-603-9092 Mailing Address:PO Box 152, Mattituck, N.Y. 11952 PROJECT DESCRIPTION: Single Family Dwelling Reconstruction SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity R Residential(1 to 4 families) ❑New structure ❑.Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use R 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 ALLTHATAPPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ 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):AMP Architecture Signature of Applica Date:02/07/25 National Flood Insurance Program Elevation 'now Certifica e k , and Instructions-,. 2022 EDITION MAY 4 2026 FEMA O sir ti�l` l'�ND StG; .,4 U.S. DEPARTMENT OF HOMELAND SECURITY OMB control No. Federal Emergency Management Agency Expiration Date:O6/30/20/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to:Information Collections Management, Department of Homeland Security,Federal Emergency Management Agency,500 C Street SW,Washington,DC 20742,Paperwork Reduction Project(1660-0008).NOTE:Do not send your completed form to this address. PRIVACY ACT STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program(NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas.This form may also be used as an optional tool for a Letter of Map Amendment(LOMA),Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill(LOMR-F),or Conditional LOMR-F(CLOMR-F),or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003—National Flood Insurance Program Files System of Records Notice 79 Fed.Reg.28747(May 19,2014)and upon written request,written consent,by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary;however,failure to provide the information requested may impact the flood insurance premium through the NFIP.Information will only be released as permitted by law. PURPOSE OF THE ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP.It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium,and to support a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM,located in flood Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,VII V30,V(with BFE),AR,ARM,AR/AE,AR/A1—A30,AR/AH,AR/AO,and A99.It may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses.One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance.However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.Lowest Adjacent Grade(LAG)elevations certified by a land surveyor,engineer,or architect,as authorized by state law,will be required if the certificate is used to support a LOMA, CLOMA, LOMR-F,or CLOMR-F request.A LOMA,CLOMA,LOMR-F,or CLOMR-F request must be submitted with either a completed FEMA MT EZ or MT-1 application package,whichever is appropriate.If the certificate will only be completed to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,there is an option to document the certified LAG'elevation on the Elevation Form included in the MT EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing.Under the NFIP,non-residential buildings can be floodproofed up to or above the BFE.A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE.Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates,as a completed Elevation Certificate does not expire,unless there is a physical change to the building that invalidates information in Section A Items A8 orA9,Section C,Section E,or Section H.In addition,this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1,Floodplain Management Bulletin:Elevation Certificate. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 1 of 19 U.S. DEPARTMENT OF HOMELAND SECURITY OMB control No.16604008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name: MICHELE GLOVER&ROBERT GLOVER Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company NAIC Number. 1300 BAILIE BEACH ROAD City: MATTITUCK State: NY ZIP Code: 11952 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-99-03-11.18 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.): RESIDENTIAL A5. Latitude/Longitude: Lat.N41 dg 0'57" Long.W-72dg 33' 1" Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). AT Building Diagram Number: 2A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,104.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: ' Isq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ❑No ❑N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. 0 Sum of A9.d and A9.e rated area(if applicable-see Instructions): sq.ft. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.a.NFIP Community Name:TOWN OF SOUTHOLD B1.b. NFIP Community Identification Number:360813 B2.County Name:Suffolk B3.State:NY B4.Map/Panel No.: 36103CO143 B5.Suffix:H B6. FIRM Index Date: 09/25/2009 B7.FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): AE B9. Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): 10 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ®FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ®No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number. City: MATTITUCK State: NY ZIP Code: 11952 Company NAIC Number: SECTION C—BUILDING ELEVATION'INFORMATIOK(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum: NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspaoe,or enclosure floor): 7.00 ® feet ❑ meters b) Top of the next higher floor(see Instructions): 13.40 ® feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 9.30 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 9.60 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 11.00 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 9.60 ® feet ❑ meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ®No ❑Check here if attachments and describe in the Comments area. Certifier's Name: Howard W.Young License Number:45893 OF N`t4✓ Title: Land Surveyor D�,�P .PF W y �0 Company Name:Young&Associates Land Surveying, Engineering and Geology PLLC O. 'A * O 'Y� � � Address:400 Ostrander Avenue = City: Riverhead State: NY ZIP Code: 11901 0z`, 12f Signature: ' Date: 12/0112025 Telephone: E .: Email: al�l� Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): Electrical Panel in basement El=9.3 Hot water heater in basement EL=10.0 FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number. City: MATTITUCK State: NY ZIP Code: 11952 Company NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION'(SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO,and A(without BFE),complete Items E1—E5. For Items E1—E4,use natural grade,if available.If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used.In Puerto Rico only, enter meters. Building measurements are based on: ❑Construction Drawings" ❑ Building Under Construction` ❑ Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only:If no-flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F—PROPERTYOWNEW(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A,B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FENIA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)'or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number. City: MATTITUCK State: NY ZIP Code: 11952 Company NAIC Number: SECTION G-COMMUNITY INFORMATIONi(RECOMMENDED FOR COMMUNITY OFFICIAL-COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A,B,C,E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A,B,E and H. G4. ❑ The following information(Items G5-G11)is provided for community floodplain management purposes. G5. Permit Number: G6.Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑feet ❑meters Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: ❑feet ❑meters Datum: G10.b. Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑feet ❑meters Datum: G 11. Variance issued? []Yes ❑ No If yes,attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.I have completed the information in Section G and certify that it is correct to the best of my knowledge.If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A, B.D, E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number: City: MATTITUCK State: NY ZIP Code: 11952 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE PURPOSES,ONLY) The property owner,owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A, B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1 A,1 B,3,and 5-9.Top of bottom ❑feet ❑meters ❑above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,2B,4,and 6-9.Top of next ❑feet ❑meters ❑above the LAG higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑Yes ❑ No SECTION I—PROPERTY OWNER.(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and H must sign here. The statements in Sections A,B, and H are correct to the best of my knowledge.Note:If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.. FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number: City: MATTITUCK State NY ZIP Code: 11952 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example. may only be able to take front and back pictures of townhouses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. b m �'ege Photo One Photo One Caption Clear Photo One .a - + rj a � . Photo Two Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.. FOR INSURANCE COMPANY USE 1300 BAILIE BEACH ROAD Policy Number: City: MATTITUCK State: NY ZIP Code: 11952 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. r•eei r i Photo Three Photo Three Caption Clear Photo Three b . A' Photo Four Photo Four Caption: Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor,engineer,or architect who is authorized by state law to certify elevation information when elevation information is required or used for Zones Al—A30,AE,AH,AO,A(with Base Flood Elevation(BFE)),VE,V1— V30,V(with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH,AR/AO,orA99. Community officials who are authorized by law or ordinance to provide floodplain management information(herein referred to as"local floodplain management official")may also complete this.forrn.For Zones AO,AR/AO,and A(without BFE),a local floodplain management official,a property owner,or an owner's authorized representative may provide floodplain management compliance information on this certificate in Section E,unless the elevations are intended for use in supporting a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. Certified elevations must be included if the purpose of completing the Elevation Certificate is to obtain a LOMA,CLOMA,LOMR-F,or CLOMR-F. The property owner,the owner's authorized representative,or local floodplain management official can complete Section A and Section S. The partially completed form can then be given to the land surveyor,engineer,or architect to complete Section C.The land surveyor, engineer,or architect should verify the information provided by the property owner or owner's representative to ensure that this certificate is complete. For insurance purposes only,a local floodplain management official,a property owner,or an owner's authorized representative may provide First Floor Height details in Section H for any zone. In Puerto Rico only,elevations for building information and flood hazard information may be entered in meters. Note:Section C can be used for insurance and compliance in any zone; however, Section E can be used only for compliance in Zone AO and Zone A. SECTION A-PROPERTY INFORMATION . Items Al—A4.This section identifies the building,its location,and its owner. Enter the name(s)of the building owner's),the building's complete street address or property description(e.g.,lot and block numbers or legal description),and/or tax parcel number.If the building's address is different from the owner's address,enter the address of the building being certified.If the address is a rural route or a Post Office box number,enter the lot and block numbers,the tax parcel number,the legal description,or an abbreviated location description based on distance and direction from a fixed point of reference.For the purposes of this certificate,"building"means both a building and a manufactured(mobile)home.For properties with multiple buildings,include a description for the specific building. A map may be attached to this certificate to show the location of the building on the property.A tax map, Flood Insurance Rate Map (FIRM),or detailed community map Is appropriate.If no map is available,provide a sketch of the property location,and the location of the building on the property.Include appropriate landmarks such as nearby roads,intersections,and bodies of water.For building use,indicate whether the building is residential,non-residential,an addition to an existing residential or non-residential building,an accessory building (e.g.,garage),or other type of structure.Use the Comments area of the appropriate section if needed,or attach additional comments. Item A5.Provide latitude and longitude coordinates for the center of the front of the building.Use either decimal degrees(e.g., 39.504322',—110.7585226)or degrees,minutes,seconds(e.g.,390 30'15.56",—110"45'30.68")format.If decimal degrees are used, provide coordinates to at least six decimal places or better.When using degrees,minutes,seconds,provide seconds to at least two decimal places or better.Provide the datum of the latitude and longitude coordinates(FEMA prefers the use of NAD 1983).Indicate the method or source used to determine the latitude and longitude in the Comments area of the appropriate section.When the latitude and longitude are provided by a land surveyor,check the"Yes"box in Section D. Item AS.The certifier must provide at least two and when possible four photographs showing each side of the building taken within 90 days from the date of certification.The photographs must be taken with views confirming the building description and Building Diagram number provided in Item A7.To the extent possible,these photographs should show the entire building including foundation.In addition, when applicable,provide a photograph of the foundation showing a representative example of the flood openings or vents.All photographs must be in color and measure at least 3"x3".Digital photographs are acceptable.Additional photographs may be requested by local floodplain management officials or for insurance purposes to show additional detail regarding the building characteristics or features. Item A7.Select the Building Diagram(shown on pages 17-19)that best represents the building.Then enter the diagram number and use the diagram to identify and determine the appropriate elevations requested in Items C2.a—h.If you are unsure of the correct diagram, select the diagram that most closely resembles the building being certified. Item All.a.Provide the square footage of the crawlspace or enclosure(s)below the lowest elevated floor of an elevated building with or without permanent flood openings.Take the measurement from the outside of the crawlspace or enclosure(s).Examples of elevated buildings constructed with crawlspace and enclosure(s)are shown in Diagrams 6-9 on pages 18-19.Diagram 2A,2B,4,or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides.If there is no crawlspace or enclosure, enter"N/A"for Items A8.a-f. Item AB.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of each enclosed area identified in A8.a.A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention.If the crawlspace or enclosure(s)have no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in Item A8.c-f. If there is no crawlspace or enclosure,enter"N/A". FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 9 of 19 SECTION A—.PROPERTY INFORMATION(ConBnuec) Item A8.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the crawlspace or enclosure(s)that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.If the interior grade elevation is used, note this in the Comments area of Section D. Item A8.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A8.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item All.e.Enter the total rated area of the permanent engineered flood openings indicated in A8.c,in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES)for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/ provided,enter the net open(unobstructed)area of the flood openings in A8.d instead. Item A81 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of ABA(net open area of all non-engineered openings)and A8.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft,each,would yield 140+400=540 sq.ft.rated area.If eitherA8.d orA8.e is"0",then enter"N/A"forA81 Item A9.a.Provide the square footage of the attached garage with or without permanent flood openings.Take the measurement from the outside of the garage.If there is no attached garage,enter"N/A"for items A9.a-f. Item A9.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of the attached garage identified in A9.a.If the attached garage has no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in Items A9.o-f.If there is no attached garage,enter"N/A". Item A9.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the attached garage that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.This includes any openings that are in the garage door that are no higher than 1.0 foot above the adjacent grade.If the interior grade elevation is used,note this in the Comments area of Section D. Item A9.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A9.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings,and enter the total in Item A9.d.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A9.e.Enter the total rated area of the permanent engineered flood openings indicated in A9.c in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the ICC ES for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/provided,enter the net open(unobstructed)area of the flood openings in A9.d instead. Item A91 Complete only if permanent engineered and,permanent non-engineered flood openings are both present.Enter the sum of A9.d(net open area of all non-engineered openings)and A9.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in,of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each,would yield 140+400=640 sq.ft.rated area.If eitherA9.d orA9.e is"0",then enter"N/A"for A9.f. SECTION.B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Complete the Elevation Certificate using the Flood Insurance Study(FIS)and FIRM in effect at the time of the certification. The information for Section B is obtained by reviewing the FIS and the FIRM panel that includes the building's location.Information about the current FIS and FIRM is available from FEMA by visiting msc.fema.aov or contacting the local floodplain management official.If a Letter of Map Amendment(LOMA),Letter of Map Revision Based on Fill(LOMR-F),or Letter of Map Revision(LOMR)has been issued by FEMA,please provide the letter date and case number in the Comments area of Section D or Section G,as appropriate. For a building in an area that was mapped in one community but is now in another community due to annexation or dissolution,enter the community name and six-digit Community Identification Number of the community in which the building is now located in Items B1.a and B1.b;the name of.the county or new county,if necessary,in Item 132;and the FIRM index date for the community identified in B1.a,in Item B6. Enter information from the actual FIRM panel that shows the building location,even if it is the FIRM for the previous jurisdiction, in Items B4, B5,B7, B8,and 139. If the map in effect at the time of the building's construction was other than the current FIRM,and you have the past map information pertaining to the building,provide the information in the Comments area of Section D. Note: Indicate in the Comments area of Section D if using information based on best available data,such as base-level engineering or advisory flood hazard data(contact the local floodplain management official to confirm). FEMA Forth FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 10 of 19 SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION`(ConUnue0 . Items B1.a—b NFIP Community Name and Community Identification Number.Enter the complete name of the community in which the building is located in B1.a,and the associated six-digit Community Identification Number in B1.b.For an unincorporated area of a county, enter the county name and"unincorporated area",and the six-digit number of the county.For a newly incorporated community,use the name and six-digit number of the new community.Under the NFIP,a"community"is any state or area or political subdivision thereof,or any Indian tribe or authorized native organization which has authority to adopt and enforce floodplain management regulations for the areas within its jurisdiction.To determine the current community number,see the NFIP Community Status Book,available on FEMA's website at www.fema.gov/national-flood-insurance-Arggram-community-status-book. Item B2.County Name.Enter the name of the county or counties in which the community is located.For an unincorporated area of a county, enter the county name.For an independent city,enter"independent city." - Item B3.State.Enter the two-letter state abbreviation(for example,VA,TX,CA). Items B4—B5.Map/Panel Number and Suffix.Enter the 10-character"Map Number"or"Community Panel Number"shown on the FIRM where the building or manufactured(mobile)home is located.For maps in a county-wide format,the sixth character of the"Map Number"is the letter"C"followed by a four-digit map number.For maps not in a county-wide format,enter the"Community Panel Number"shown on the FIRM. Item B6.FIRM Index Date. Enter the effective date or the map revised date shown on the FIRM Index. Item B7.FIRM Panel Effective/Revised Date.Enter the effective date shown on the current FIRM panel.The current FIRM panel effective date can be determined by visiting msc.fema,gi or contacting the local floodplain management official.If the area where the building is located was revised by a LOMR,include the LOMR effective date and the LOMR case number in the comments area of Section D. Item B8.Flood Zone(s).Enter the flood zone,or flood zones,in which the building is located.All flood zones containing the letter"A"or"V" are considered Special Flood Hazard Areas(SFHAs).Each flood zone Is defined in the legend of the FIRM panel on which it appears. If the area where the building is located was revised by a LOMA,CLOMA,LOMR-F,or CLOMR-F,include the flood zone shown on the LOMA, CLOMA,LOMR-F,or CLOMR-F,and add the effective date and case number in the comments area of Section D. Item B9.Base Flood Elevation(s)(BFE).Using the appropriate Flood Insurance Study(FIS)Profile,FIS Data Table(e.g.Transact,Floodway, etc.),or FIRM panel,locate the property and enter the BFE(or base flood depth)of the building site to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico).If the building is located in more than one flood zone in Item B8,list all appropriate BFEs in Item B9. BFEs are shown in the FIS or on a FIRM for Zones Al—A30,AE,AH,V1 V30,VE,AR,ARIA,AR/AE,AR/AI—A30,and AR/AH;base flood depths are shown for Zones AO and AR/AO.Use the AR BFE(or base flood depth)if the building is located in any of these zones: AR/A,AR/ AE,AR/A1—A30,AR/AH,orAR/AO. In A or V zones where BFEs are not provided in the FIS or on the FIRM,BFEs may be available from another source.For example,the community may have established BFEs or obtained BFE data from other sources(e.g.,Base Level Engineering)for the building site. For subdivisions and other developments of more than 50 lots or 5 acres in Zone A,establishment of BFEs is required by the community's floodplain management ordinance.If a BFE is obtained from another source,enter the BFE in Item B9.The BFE entered in Item B9 must be based on hydrologic and hydraulic analyses.In an A Zone where BFEs are not obtained from another source,enter N/A in Item B9 and complete Section E. Item B10.Indicate the source of the BFE or base flood depth that you entered in Item 139.If the BFE is from a source other than the FIS, FIRM,or community,include the name of the study,the agency or company that produced it,and the date when the.study was completed. Visit msc.fema.gov or contact the local floodplain management official to access the current FIS and FIRM. Item B11.Indicate the elevation datum to which the elevations on the applicable FIRM are referenced as shown on the map legend.The vertical datum is shown in the Map Legend and/or the Notes to Users on the FIRM. Item B12.Indicate whether the building is located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA). OPAs are portions of coastal barriers that are owned by Federal,State,or local governments or by certain non-profit organizations and used primarily for natural resources protection.CBRS areas and OPAs are no longer shown on the FIRM;please use the maps available at wwmfws.govlcbra/maga/Indgx:html to complete Item B12.Federal flood insurance is prohibited in designated CBRS areas or OPAs for buildings or manufactured(mobile)homes built or substantially improved after the date of the CBRS or OPA designation.For the first CBRS designations,that date is October 1, 1983.Information about CBRS areas and OPAs may be obtained on the FEMA website at www.fema.gov/national- Qod4nsura nce-program/coastal-ba mer-resources-system. Item B13.Indicate whether the building is located seaward of the Limit of Moderate Wave Action(LiMWA).If the LiMWA is not shown on the FIRM,check the"No"box.Information about the LiMWA and other coastal flood zones may be obtained on the FEMA website at www.fema.goviflood-mape/coastal/insurance-ratognaps. SECTION'C—BUILDING ELEVATION,INFORMATION:(SURVEY REQUIRED) Complete Section C if the building is located in any of Zones Al—A30,AE,AH,A(with BFE),VE,VI—V30,V(with BFE),AR,AR/A,AR/AE, AR/A1 A30,AR/AH,or A99.If the Certificate is being completed to demonstrate compliance with local floodplain management . requirements,contact the local floodplain management official to find out any additional requirements.Section C may also be completed for insurance purposes to determine the building's First Floor Height in any flood zone(including Zones AO,AR/AO,B,C.X and D).In addition,complete Section C if this certificate is being used to support a request for a LOMA,CLOMA, LOMR-F,or CLOMR-F. To ensure that all required elevations are obtained,it may be necessary to physically enter the building(for instance,if the building has a basement or sunken living room,split-level construction,or Machinery and Equipment(M&E)). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 11 of 19 . SECTION C-BUILDING ELEVATION:INFORMATION,(SURVE-Y REQUIRED)fCondnive R Land surveyors may not be able to gain access to some crawlspaces to shoot the elevation of the crawlspace floor.If access to the crawlspace is limited or cannot be gained,follow one of these procedures. •Use a yardstick or tape measure to measure the height from the floor of the crawlspace to the"next higher floor,"and then subtract the crawlspace height from the elevation of the"next higher floor."If there is no access to the crawlspace, use the exterior grade next to the structure to measure the height of the crawlspace to the"next higher floor." •Contact the local floodplain management official of the community in which the building is located.The community may have documentation of the elevation of the crawlspace floor as part of the permit issued for the building. •If the property owner has documentation or knows the height of the crawlspace floor to the next higher floor,try to verify this by looking inside the crawlspace through any openings or vents. In all three cases,use the Comments area of Section D to provide the elevation and a brief description of how the elevation was obtained. Note:If any item does not apply to the building,enter"N/A"for not applicable. Item C1.Indicate whether the elevations to be entered in this section are based on construction drawings,a building under construction,or finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction,include only those elevations that can be surveyed in Items C2.a—h. Use the Comments area of Section D to provide elevations obtained from the construction plans or drawings.Select"Finished Construction"only when all M&E such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Item C2.A field survey is required for Items C2.a—h.Most control networks will assign a unique identifier for each benchmark.For example,the National Geodetic Survey uses the Permanent Identifier(PID).For the benchmark utilized,provide the PID or other unique identifier assigned by the maintainer of the benchmark. For GPS survey,indicate the benchmark used for the base station,the Continuously Operating Reference Stations(CORS)sites used for an Online Positioning User Service(OPUS)solution(also attach the OPUS report),or the name of the Real Time Network used. Also provide the vertical datum for the benchmark elevation.All elevations for the certificate,including the elevations for Items C2.a—h, must use the same datum on which the BFE is based.Show the conversion from the field survey datum used if it differs from the datum used for the BFE entered in Item B9 and indicate the conversion software used.Show the datum conversion,if applicable,in the Comments area of Section D. For property experiencing ground subsidence,the most recent reference mark elevations must be used for determining building elevations. However,when subsidence is involved,the BFE should not be adjusted. Note:Enter elevations in Items C2.a—h to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico);if data is surveyed to the nearest hundredth,round to the nearest tenth. Item C2.a.Enter the elevation measured at the top of the bottom floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7).For buildings elevated on a crawlspace,Building Diagrams 8 and 9,enter the lowest elevation of the top of the crawlspace floor in Item C2.a,whether or not the crawlspace has permanent flood openings(flood vents). Item C2.b.For Building Diagrams 2A through 9 in any flood zone,including Zones B,C,X,and D,enter the elevation measured at the top of the next higher floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7).For buildings requiring more than two floors or levels to be surveyed,such as those with multiple floors or multi-level enclosures,enter the additional surveyed elevations and floor descriptions in the Section D Comments,and clarify which floors are entered as Item C2.a and C2.b. Item C2.c.For floodplain management compliance,this elevation is required for all Building Diagrams 5 and 6 in V Zones in areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or the figure below.This elevation can be entered for Building Diagrams 5 and 6 in any flood zone,including Zones B,C,X,and D.For Building Diagrams other than 5 and 6(if applicable),enter the C2.c elevation as indicated in the figure below.If this item does not apply to the building,enter"NIA"for not applicable. Item C2.d.If there is an attached garage,enter the lowest elevation for top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the Building Diagrams.) Item C2.e.Enter the lowest platform,floor,or ground elevation supporting the lowest electrical,heating,ventilation,plumbing,and air conditioning WE and other utilities servicing the building,which may be located in an attached garage or enclosure or on an open utility platform.Note that elevations for the M&E items are required regardless of their location.Local floodplain management officials are required to ensure that all new M&E servicing the building are protected from flooding.Thus,local officials may require that elevation information for all M&E,including ductwork,be documented on the Elevation Certificate.If the M&E is mounted to a wall,pile,etc.,enter the platform elevation of the M&E.Indicate the lowest M&E type and its general location(e.g.,on floor inside garage,on platform affixed to exterior wall)in the Comments area of Section D or Section G,as appropriate. Note:For more guidance on floodplain management compliance for utilities,including M&E,refer to FEMA P-348,Protecting Building Utility Systems from Flood Damage.The list of M&E and the elevation requirements for documenting floodplain management compliance are different than the NFIP insurance M&E discount eligibility considerations.See Section H Instructions for additional information. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 12 of 19 :..SECTION,C_BUILDING,ELEVATION INFORMATION(SURVEY REQUIRED)(ConBnued)• Item 1021 Enter the finished Lowest Adjacent Grade(LAG)elevation of the ground,sidewalk,or patio siab next to and in direct contact with the building.For a building in Zone AO, use the natural grade elevation,if available.Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the LAG elevation at the time of the survey.Note:Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Item C2.g. Enter the finished Highest Adjacent Grade(HAG)elevation of the ground,sidewalk,or patio slab next to and in direct contact with the building.For a building in Zone AO,use the natural grade elevation if available.Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the HAG elevation at the time of the survey. Item C2.h.Enter the finished LAG elevation of the lowest ground,sidewalk,or patio slab next to and in direct contact with the structurally- attached-deck supports or stairs structurally attached to the building.For buildings under construction in any flood zone,enter the lowest LAG at the time of the survey. BUILDING ON BUILDING WITH BUILDING ON PIERS,POSTS, SLAB BASEMENT PILES,COLUMNS,OR PARALLEL SHEAR WALLS C2.a C2.a C2.a / C2.c C2.c GRADE ADIACEAf�•;;'; GRADE.' ':. .. Figures for use In determining Item C2.c SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION' This section of the Elevation Certificate may be signed by only a land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Complete as indicated and place your license number,your seal(as allowed by the state licensing board), your signature,and the date in Section D.You are certifying that the information on this certificate represents your best efforts to interpret the data available and that you understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001. Use the Comments area of Section D to provide relevant and clarifying information not specified elsewhere on the certificate, including supporting information for latitudeflongitude source forA5;openings WAWA% LOMR data for Section B;BFE and BFE source data for B9/B10;datum conversion for C2;grading plan for natural grade used in C2.f-g;machinery type and location for C2.e; and any other relevant information identified in the instructions or needed for clarification.If attachments are included,check the attachments box and describe the attachments in the Comments area. SECTION E—'BUILDING MEASUREMENT INFORMATION(SURVEY NOT REQUIRED) FQR ZONE-AO,ZONEARlAO,AND ZONE•A(IMTHOUTOFE) Complete Section E if the building is located in Zone AO,Zone AR/AO,or Zone A(without BFE)and the Certificate is being completed for the purpose of documenting compliance with local floodplain management requirements.If the Certificate is being completed to document compliance in other flood zones,including Zone A(with BFE),to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,or to provide a ground elevation for flood insurance rating,complete Section C instead of Section E.Explain in the Section F Comments area if the measurement provided under Items El—E4 is not based on the"natural grade."Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Indicate whether the measurements to be entered in this section are based on construction drawings,a building under construction,or finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction,include only those measurements that can be determined in Items El—E4.Use the Comments area of Section F to provide measurements obtained from the construction plans or drawings.Select"Finished Construction" only when all Machinery and Equipment(M&E)such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Note:Enter heights in Items E1—E4 to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico). Items E1.a and b.Enter in Item E1.a the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram, Item A7)above or below the natural HAG.Enter in Item E1.b the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram, Item A7)above or below the natural LAG.For buildings in Zone AO,the community's floodplain management ordinance requires the lowest floor of the building be elevated above the HAG at least as high as the base flood depth on the FIRM. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 13 of 19 SECTION E—BUILDING MEASUREMENT INFORMATION(SURVEY NOT REQUIRED) FORZONE AO AND ZONE A(WITHOUT BFE)(Continued) Item E2.For Building Diagrams"with permanent flood openings(see pages 18-19),enter the height of the next higher floor or elevated floor(as indicated by C2.b in the selected Building Diagram,Item A7)above or below the HAG. Item E3.Enter the height,in relation to the HAG next to the building,for the top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the diagrams.)If this item does not apply to the building, enter N/A"for not applicable. Item E4.Enter the height,in relation to the HAG next to the building,of the platform elevation that supports the M&E servicing the building. See Item C2.e for additional details on M&E.Indicate the ME type in the Comments area of Section F. Item E6.For those communities where this base flood depth is not available,the community will need to determine whether the top of the bottom floor is elevated in accordance with the community's floodplain management ordinance. SECTION FPROPERTY OWNER,(OR'OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION Complete as indicated.This section is provided for certification of measurements when completing Sections A,B,and E. If Section E is completed by a property owner or property owners authorized representative in Zone AO,AR/AO,orA(without BFE),then the community should confirm the heights in Section E to ensure compliance with community floodplain management ordinances.If Section E is completed by a local floodplain management official,then complete Item G2.a and Section G instead of Section F.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate.Check the box as indicated if including attachments and describe in the Comments area. SECTION G—COMMUNITY INFORMATION!(RECOMMENDED.FOR COMMUNITY OFFICIAL COMPLETION) The community official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B.C,E,G or H of this Elevation Certificate and sign this section.Section C may be completed by the local official per the instructions below for Item G1. Item G1.Check if Section C is completed with elevation data from other documentation that has been signed and sealed by a licensed land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Indicate the source of the elevation data and the date obtained in the Comments area of Section G.If you are both a community official and a licensed land surveyor,engineer,or architect authorized by state law to certify elevation information,and you performed the actual survey for a building in any flood zones (including Zones A99,B,C,X and D),you must also complete Section D. Item 02.a.Check if information is entered in Section E by the community for a building in Zone A(without a BFE),Zone AO,or Zone AR/ AO,or when the community certifies Item E5 for a building in Zone AO. Item G2.b.Check if information is entered in Section H by the community for insurance purposes. Item G3.Check if the community official is correcting information provided in Sections A, B, E and H. Describe corrections in the Comments area of Section G. Item G4.Check if the information in Items G5—G11 has been completed for community floodplain management purposes to document the as-built lowest floor elevation of the building.Section C of the Elevation Certificate records the elevation of various building components but does not determine the lowest floor of the building or whether the building,as constructed,complies with the community's floodplain management ordinance.This must be done by the community.Items G5•-G11 provide a way to document these determinations. Item G6.Permit Number.Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item G6.Date Permit Issued.Enter the date the permit was issued for the building. Item 07.Date Certificate of Compliance/Occupancy Issued.Enter the date that the Certificate of Compliance or Occupancy or similar written official documentation of as-built lowest floor elevation was issued by the community as evidence that all work authorized by the floodplain development permit has been completed in accordance with the community's floodplain management laws or ordinances. Item G8.New Construction or Substantial Improvement.Check the applicable box."Substantial Improvement'means any reconstruction, rehabilitation,addition,or other improvement of a building,the cost of which equals or exceeds 50 percent of the market value of the building before the start of construction of the improvement(or meets the community's more restrictive standards,if applicable).The term includes buildings that have incurred substantial damage,regardless of the actual repair work performed. Item 09.a.As-built lowest floor elevation.Enter the elevation of the lowest floor(including basement)when the construction of the building is completed and a final inspection has been made to confirm that the building is built in accordance with the permit,the approved plans, and the community's floodplain management laws or ordinances.Indicate the elevation datum used. Item G9.b.As-built lowest horizontal structural member.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or in the figure at the•end of the instructions for Section C. Indicate the elevation datum used. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 14 of 19 SECTION G.-COMMUNITY INFORMATION(RECOMM@NDED FOR COMMUNITY OFFICIAL COMPLETION)(CondnueQ Item G1 O.a.BFE.Using the appropriate FIRM panel, FIS,or other data source,locate the property and enter the BFE(or base flood depth)of the building site.Indicate the elevation datum used. Item G10.b.Community's minimum elevation or depth requirement.Enter the elevation(including freeboard above the BFE)to which the community requires the lowest floor or the lowest horizontal structural member to be elevated.Indicate the elevation datum used. Item Gil.Indicate Yes if a variance from the floodplain management regulations(Title 44 CFR§60.6)has been issued for the building, attach the supporting documentation,and describe the attachment in the Comments area of this section.If no such variance has been issued,indicate No. Enter your name,title,and telephone number,and the name of the community and add any comments.Sign and enter the date in the appropriate blanks. SECTION H'-BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE.PURPOSES ONLY) In any flood zone the property owner,owners authorized representative,or local floodplain management official may complete this certificate for rating purposes to determine the building's first floor height and identify the elevation of Machinery and Equipment(M&E) servicing the building.Sections A,B,and I must also be completed. Note:If Sections C and/or E and H are all completed,then information in Section C will prevail for insurance purposes and for compliance. Item H1.a.For Building Diagrams 1A, 1 B,3,and 5-9 shown on pages 17-19,enter in Item H1.a the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the bottom floor(as indicated in the selected Building Diagram, Item A7)above the LAG. Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item 1-11.a. Item H1.b.For Building Diagrams 2A,213,4,and 6-9 shown on pages 17-19,enter in Item H1.b the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the next higher floor or elevated floor(as indicated In the selected Building Diagram, Item A7) above the LAG.Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.b. Note:The LAG is the lowest point of the ground level immediately next to a building. Item H2.Indicate"Yes"if all of the following M&E servicing the building,inside or outside the building,are elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16:central air conditioner(including exterior compressor), furnace,heat pump(including exterior compressor),water heater,and elevator M&E.For contents-only insurance coverage, all of the following appliances will need to be elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams below:clothes washers and dryers and food freezers. Note:For both building and contents coverage,all of the M&E and appliances listed above must be elevated per the Foundation Type Diagrams on page 16 to be considered for the M&E mitigation discount. Indicate"No"if any of the M&E listed above is not elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16. The diagrams on the following page illustrate the six NFIP Foundation Type Diagrams.Each foundation type corresponds with one or more of the eleven Building Diagrams shown at the end of this Elevation Certificate.The arrows on the diagrams indicate which floor to use to determine H1.a and H1.b The arrows marked as H2 show the minimum elevation required to be eligible for the M&E mitigation discount. SECTION I.—PROPERTY'OWNER(OR OWNER'S AUTHORIZED'REPRESENTATIVE)CERTIFICATION Complete as indicated.This section is provided for certification of measurements when completing Sections A, B,and H.If Section H is completed by a local floodplain management official,then complete Item G2.b and Section G instead of Section I.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate. Check the box as indicated if including attachments(e.g.,required photos)and describe in the Comments area. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 15 of 19 Foundation Type Diagrams(for use in Section H): Slab on Grade(Non-Elevated) Elevated without Enclosure on Posts,Piles,or Piers Corresponds to EC [�"' - Corresponds to EC H2 - "Jf Diagrams 1A, 16 , Diagram 5 and 3 -- --- H1.a 'Is H1.a Note:If the bullding has more than one floor,the Machinery and &H Equipment should be on the second floor or higher. - - - -— — - - Basement(Non-Elevated) Elevated with Enclosure on Posts,Piles,or Piers Corresponds to EC - Corresponds to EC Diagrams 2A,2B -_ Diagram 6 f and 4 i= H1.b -- H1.a d &H2 Crawlspace(Elevated,Including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawlspace) Piers(Solid Foundation Walls) Corresponds to EC _ _.• Corresponds to EC Diagrams 8 and 9 s Diagram 7 H1.a H1.b - • &H2 &H2 H1.a FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 16 of 19 BUILDING DIAGRAMS The following diagrams illustrate various types of buildings.Compare the features of the building being certified with the features shown in the diagrams and select the diagram most applicable.Enter the diagram number in Item A7,the square footage of crawlspace or enclosure(s)and the area of flood openings as indicated in Items A8.a—f,the square footage of attached garage and the area of flood openings as indicated in Items A9.a—f,and the elevations in Items C2.a—h. In A,8,C,X and D zones,the floor elevation is taken at the top finished surface of the floor indicated;in V zones,areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards,the floor elevation is taken at the bottom of the lowest horizontal structural member(see figure at end of instructions for Section C). DIAGRAM 1A: DIAGRAM 1B: All slab-on-grade single-and multiple-floor buildings(other All raised-slab-on-grade or slab-on-stem-wall-with-fill than split-level)and high-rise buildings,either detached or single-and multiple-floor buildings(other than split-level), row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishing Feature—The bottom floor is at or above Distinguishing Feature—The bottom floor is at or above ground level(grade)on at least one side." ground level(grade)on at least one side.' C2.b E C2.b C2•a NEXT HIGHER NEXT HIGHER i FLOOR , FLOOR , GRADE BOTTOM FLOOR GRADE BOTTOM FLOOR 1 C2.f—h . DIAGRAM_2A: DIAGRAM 2B: All single-and multiple-floor buildings with basement(other All single-and multiple-floor buildings with basement(other than split-level)and high-rise buildings with basement, than split-level)and high-rise buildings with basement, either detached or row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishing Feature—The bottom floor(basement Distinguishing Feature—The bottom floor(basement or or underground garage)is below ground level(grade)on underground garage)is below ground level(grade)on all sides; all sides.* most of the height of the walls is below ground level on all sides; and the door and area of egress are also below ground level on I I all sides.* C2.8 i i ' C2.b C2.a NEXTHIGHER C2.b NEXT HIGHER FLOOR GRADE FLOOR GRADE BOTTOM FLOOR BASEMENT - ^cr - _ BOTTOM FLOOR _ , BASEMENTby as. irto`'irti h'tiiaie r� _ �emdned - .C2.f—h as ,'`exrsGn" de %e ede 7tIsIK - aJlll ). •A floor that is below ground level(grade)on all sides is considered a basement even If the floor is used for living purposes,or as an office, garage,workshop,etc. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 17 of 19 BUILDING DIAGRAMS DIAGRAM 3: DIAGRAM 4: All split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature—The bottom floor(excluding garage) Distinguishing Feature—The bottom floor(basement or is at or above ground level(grade)on at least one side.* underground garage)is below ground level(grade)on all sides.` t 'C2.a 2.b C; C2.b C2.a ; r HIGHER ' HIGHER � FLOORS 1 FLOORS ' GRADE NEXT HIGHER NEXT HIGHER GRADE FLOOR BOTTOM FLOOR FLOOR BOTTOM BASEMENT LOOR .J trim P.. t7elgrm(r , S C — ;..e%; .. ..4Y:. 2.f h .. C2.f—h ';�;....,:...o-:.bR'�:.'>�;:;.:. .. ., .. .. 'mating grade). existing grade)"' DIAGRAM 5: DIAGRAM 6: All buildings elevated on piers,posts,piles,columns,or All buildings elevated on piers,posts,piles,columns,or parallel shear walls.No obstructions below the elevated parallel shear walls with full or partial enclosure below the floor. elevated floor. Distinguishing Feature—For all zones,the area below the Distinguishing Feature—For all zones,the area below the elevated floor is open,with no obstruction to flow of floodwaters elevated floor is enclosed,either partially or fully.In A Zones,the (open lattice work and/or insect screening is permissible). partially or fully enclosed area below the elevated floor is with or without openings"present in the walls of the enclosure.Indicate information about enclosure size and openings in Section A - C2.b Property Information. NEXT HIGHER ' C2.a FLOOR r NEXTHIGHER FLOOR C2.a C2.b ELEVATED ELEVATED FLOOR FLOOR GRADE A8.a—c GRADE 00"T T\_JEN\0SURNE Determine enclosure size&T� Jopenings.H any. 'T(&rrnined by' y'(For V Tones C2 (r}91Crmut9d by C2•f—h existing grade) C2.c and other 'f� existing grade) C2.c and otzones'^ end other regulated areas) regulated areas) • A floor that is below ground level(grade)on all sides is considered a basement even if the floor Is used for living purposes,or as an office,garage, workshop,etc. `•An'opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square Inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the ICC ES must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening;openings may be installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 18 of 19 BUILDING DIAGRAMS DIAGRAM 7: DIAGRAM 8: All buildings elevated on full-story foundation walls with a All buildings elevated on a crawlspace with the floor of the partially or fully enclosed area below the elevated floor. crawlspace at or above grade on at least one side,with or This includes walkout levels,where at least one side is at or without an attached garage. above grade.The principal use of this building is located In Distinguishing Feature—For all zones,the area below the first the elevated floors of the building. floor is enclosed by solid or partial perimeter walls.In all A Distinguishing Feature—For all zones,the area below the zones,the crawlspace is with or without openings"present in elevated floor is enclosed,either partially or fully.In A Zones,the the walls of the crawlspace.Indicate information about partially or fully enclosed area below the elevated floor is with or crawlspace size and openings in Section A -Property without openings"present in the walls of the enclosure.Indicate Information.(If the distance from the crawlspace floor to the top information about enclosure size and openings in Section A - of the next higher floor is more than 5 feet,use Diagram 7.) Property Information. C2.a ; C2.b C2.b C2.a NEXT HIGHER GRADE NEXT HIGHER FLOOR FLOOR GRADE C2.f Ci2.g C2.f WALKOUT LEVEL C'2•g CRA SPACE (ENCLOSURE) " AB.a A8.b-c AB.b--c AB.a A8•� OPENINGS" OPENINGS-- OPENING•' DIAGRAM 9: All buildings(other than split-level)elevated on a sub-grade crawlspace,with or without attached garage. Distinguishing Feature—The bottom(crawispace)floor is below ground level(grade)on all sides.'(If the distance from the crawlspace floor to the top of the next higher floor is more than five feet,or the crawispace floor is more than two feet below the grade[LAG]on all sides,use Diagram 2A or 213.) I I C2.a I I C2.b GRADE NEXT HIGHER FLOOR C2.f C2.g OPEWWW A floor that is below ground level(grade)on all sides is considered abasement even if the floor is used for living purposes,or as an office,garage, workshop,etc. •'An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,lowers,or other covers of the opening.Altematively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the ICC ES must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening-,openings may be Installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 19 of 19 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 13, 2024 TO: Brooke Epperson(Glover) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated April 26, 2024: For permit: to demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 1300 Bailie Beach Road, Mattituck,NY County Tax Map No. 1000—Section 99 Block 3 Lot 11.18 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 6,346.1 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a combined side yard setback of 25 feet. The proposed construction will have a front yard setback of 11 feet and a combined side yard setback of 16.8 feet. Authorized gnature 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. TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 13, 2024 AMENDED: June 20,2024 TO: Brooke Epperson (Glover) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated April 26, 2024: For permit: to demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 1300 Bailie Beach Road, Mattituck,NY County Tax Map No. 1000—Section 99 Block 3 Lot 11.18 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 6,346.1 sq. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a combined side yard setback of 25 feet and maximum lot coverage of 20%. The proposed construction will have a front yard setback of 11 feet, a combined side yard setback of 16.8 feet and lot coverage of 24.3%. 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. l .I BOARD MEMBERS ��®f S®(/��® Southold Town Hall Leslie Kanes Weisman, Chairperson �� !® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �� Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento UNTY Southold,NY 11971 p http://southoldtownny.gov RECEIVED j U) ZONING BOARD OF APPEALS C5 31�'��►� 1 TOWN OF SOUTHOLD 0CT 2 1 2024 :., 0 CT 2 4 2024 Tel. (631) 765-1809 l u1k-1;no Dep tr mment Duth�6d Tern Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 17, 2024 ZBA FILE: #7952 NAME OF APPLICANT: Michele Glover PROPERTY LOCATION: 1300 Bailie Beach Road, Mattituck NY SCTM: 1000-99-3-11.18 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 26, 2024 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, non-conforming,octagon-shaped,6,346.11 square feet, .15 acre lot in the R40 Zoning District measures 50.29 feet along Bailie Beach Road, then runs north 122.77 feet along a residentially developed lot to the west, then runs 49.05 feet to the east along vacant lands belonging to the Bailie Beach Home_Owner's Association, the runs south 73.95 feet along a residentially developed lot to the east and continues south along a carveout accommodating the neighbors wellpit, 6.00 feet west, 15.00 feet south, and 6.00 feet east,then continues south along the same developed lot 53.00 feet back to the roadway. The parcel is developed with a one-story wood-frame dwelling with wood deck along the roadway, a wood deck at the rear of the house, a bilco-style basement access and a small shed (which the applicant has since removed), as shown on the survey prepared by Kenneth M. Woychuck, Licensed Land Surveyor, and last revised May 21, 2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 13, 2024, Amended June 20, 2024 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single-family dwelling; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum combined side yard setback of 25 feet; 3)more than the code permitted maximum lot coverage of 20%; located at: 1300 Bailie Beach Road, Mattituck, NY. SCTM No. 1000-99-3-11.18. RELIEF REQUESTED: The applicant requests three(3) variances for the technical demolition(as defined by Town Code) for additions and alterations including an addition measuring 13 feet by 27.2 feet for 395 square feet of s Page 2, October 17,2024 #7952, Glover SCTM No. 1000-99-3-11.18 additional living space and an expansion of the front deck by 42 square feet of additional decking to an existing residence with a proposed front yard setback of 11 feet where the code requires a minimum front yard setback of 35 feet; a combined side yard setback of 16.8 feet where the code requires a minimum combined side yard setback of 25 feet; and excessive lot coverage of 24.3% where the code limits lot coverage to a maximum of 20%. ADDITIONAL INFORMATION: The applicant provided architectural drawings including the proposed site plan, existing floor and demolition plans, proposed floor plans, existing and proposed elevations, and section, labeled ZBA-01 through ZBA-5 prepared by Anthony M. Portillo, Registered Architect and dated June 17, 2024. These documents illustrate the dwelling currently has a front yard setback of 29.3 feet from the roadway with an attached deck that is presently 13.8 feet setback from the roadway, along with existing side yard setbacks of 2.4 feet and 15.5 feet respectively. The following Certificate of Occupancy covers improvements on the subject parcel: #Z-6674 dated September 12, 1975 covering a private, one-family dwelling per ZBA#1254. #Z-19576 dated December 11, 1990 covering addition and foundation to an existing dwelling. #Z-20120 dated July 30, 1991 covering an existing deck addition. #Z-27039 dated April 13, 2000 covering an addition to an existing dwelling. Prior Zoning Board of Appeals relief was granted in file #1254 dated August 20, 1970, subdividing a larger lot containing the Hamilton Cottage Colony of nine (9) bungalows and `common' area into nine (9) independent lots plus a `common' area for all homes to share as part of a home owner's association. The subject parcel is the beneficiary of that decision. Before the public hearing, the applicant presented an analysis of front yard setbacks of adjacent properties along Bailie Beach Road varying from+/-2 feet to+/-98 feet. Those developed lots with a dwelling closest to the roadway are similar bungalows, part of the original Hamilton Cottage Colony. According to Town records, the dwelling is unheated. The applicant confirms that the proposed alterations and additions to the existing house when completed will not exceed the allowable Gross Floor Area of 2,100 square feet. As proposed, the dwelling will contain 1,128 square feet. The applicant stated that parking is in the rear of the subject lot, behind the house, and accessed via the `common' area owned by the homeowner's association. The applicant proposes to install a Suffolk County Board of Health- approved Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). The public hearing was closed subject to the receipt of examples of Zoning Board of Appeals prior relief granted for the immediate area relative to excessive lot coverage and a copy of the SCDHS approval for installing the Innovative Advanced(I/A) OWTS. On October 7, 2024 the applicant provided the Board with an analysis of two area homes: 1172 Bailie Beach Road (SCTM: 1000-99-3-11.2)with a suggested lot coverage of+/-23% and 1690 Bailie Beach Road(SCTM: 1000-99- 3-11.14) with a suggested +/- 28% lot coverage. No public records or prior Board relief was included with this analysis to support the estimated lot coverage. Additionally, at this time,the applicant also provided the Board with a Suffolk County Department of Health Services approval #R-24-1124 dated September 9, 2024 for the installation of the I/A OWTS per plans labeled SP-101.00 and SP-102.00 prepared by Anthony M. Portillo, Registered Architect and dated July 19, 2024. No member of the public spoke in favor of or against this application. a 1 Page 3, October 17,2024 #7952, Glover SCTM No. 1000-99-3-11.18 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Bailie Beach Road follows Mattituck Inlet on the east shore and residential development is primarily limited to the east side of the roadway. The majority of homes in the general area were developed either before Zoning or in the mid/late twentieth century. The neighborhood is mixed in character ranging from substantial waterfront residences to attractive upland homes and small bungalows, similar to the applicant's,all with varying setbacks and lot coverage. The expansion of the front deck(as proposed,not attached to the dwelling) by 42 square feet and the expansion of the rear of the dwelling to accommodate enlarged bedrooms and a mud room (with the removal of a rear wood deck), will not be discernable to those passing by or using the roadway, since the proposed front yard setback of 11 feet is not that dissimilar to the current 13.8 feet front yard setback, which is further mitigated by the grassy, Town-owned, shoulder along the roadway. Additionally, the applicant proposes to maintain the existing, as built, single side yard setback of 2.4 feet which creates the need for additional relief as the combined side yard setback as proposed will be 16.8 feet where 25 feet is required. Again, these setbacks are proposed to best reflect current conditions, and few people will be able to discern any substantial change. The proposed residence will remain small in scale and despite having excessive lot coverage of 24.3%, few will be able to recognize the substantiality of this overage,given the home owner association lands behind the subject parcel, the meandering roadway and the varying lot sizes of neighboring parcels. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Almost any alteration to the existing dwelling will require some form of Zoning Board of Appeals relief given the lot size and the siting of the original dwelling with pre- existing, non-conforming front, side, and combined side yard setbacks. Furthermore, if the applicant proposed to add a second story vs. a lateral addition which requires lot coverage relief, undoubtedly, Sky Plane relief would be necessary given the lots width and the structures close proximity to the lot line. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 68.6% relief from the code relative to a reduced front yard setback of 11 feet where the code requires a minimum front yard setback of 35 feet; 32.8% relief from the code relative to a reduced combined side yard setback of 16.8 feet where the code requires a minimum combined side yard setback of 25 feet; and, 21.5% relief from the code relative to excessive lot coverage of 24.3%where the code limits improvements to a maximum of 20% lot coverage. However, the applicant proposes alterations and additions to their dwelling to update the home, modestly improving it to meet current needs including enlarged bedrooms, the addition of a mud room, and the expansion of the front porch by 42 square feet (squaring it off) while maintaining the original structure. As a result of these additions and alterations, the value of which exceeds the current construction value of the bungalow,the project has been deemed a demolition by Town Code. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). Page 4, October 17,2024 #7952, Glover SCTM No. 1000-99-3-11.18 5. Town Law V67-W)(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 and adequate to enable the applicant to enjoy the benefit of additions and alterations deemed a demolition, including a front yard setback of 11 feet, a combined side yard setback of 16.8 feet, and excessive lot coverage of 24.3% in order to accommodate expansion of existing bedrooms, the addition of a mud room, and the expansion of the front deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento,seconded by Member Dantes,and duly carried, to GRANT the variances as applied for, and shown on the Architectural Drawings labeled ZBA-01 through ZBA-5 prepared by Anthony M. Portillo, Registered Architect and dated June 17, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS) per Suffolk County Department of Health Services approval #R-24-1124. 2. The expanded front porch may not be roofed over in any way nor may it be enclosed or used as conditioned and habitable living space. 3. The applicant must obtain a year-round residential Certificate of Occupancy for the subject proposed dwelling from the Southold Town Building Department 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 APPROVAL(S) 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 variance(s)granted herein as shown on the architectural drawings,site plan 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 nonconformities 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. f Page 5,October 17,2024 #7952,Glover SCTM No. 1000-99-3-11.18 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, Lehnert, and Acampora. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing ,o/ /2024 BOARD MEMBERS *0 SOUly® Southold Town Hall Leslie Kanes Weisman, Chairperson �O l® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes a� Town Annex/First Floor, Robert Lehnert, Jr. 54375 M l ain Road(at Youngs Avenue) Nicholas Planamento COU�m, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 January 14, 2025 Anthony Portillo AMP Architecture P.O. Box 152 Mattituck,NY 11952 Re: De Minimus Request, File#7952 Glover, 1300 Bailie Beach Road, Mattituck SCTM No. 1000-99-3-11.18 Dear Mr. Portillo; We are in receipt of your correspondence, dated January 6, 2025, requesting a de minimus approval related to ZBA determination#7952, dated October 17, 2024, in which variance relief was granted to demolish(as per Town Code definition) and reconstruct a single family dwelling, upon the above referenced premises. In the Zoning Board of Appeals determination, the Board granted your client a combined side yard setback of 16.8 feet. In your letter, you indicate that the existing combined side yard setback is 15 feet due to a small, indented area on the eastern side of the property, and that you are requesting a de minimus approval of this existing condition. I have reviewed your request, the site plan last revised January 6, 2025 that you provided, and have determined that the combined side yard setback of 15 feet, as depicted, is de minimus in nature. Please provide this Board with two (2) original updated signed and sealed site plans of the proposed change, and contact our office if you have any further questions. Sin ely,� Leslie Kanes Weisman, Chairperson cc: Building Department r AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January 6,2025 Southold Town Zoning Board of Appeals 54375 Route 25 JAN 72025 Southold, N.Y. 11971 ONTN(3 BOARD OFAPPEji-s. Re:Glover Residence 1300 Bailie Beach Road Mattituck, N.Y. 11952 SCTM #1000-99-03-11.18 ZBA File#7952; Granted October 17, 2024 Dear Board Members, At the October 17, 2024 Board hearing we were granted a combined side yard variance relief for proposed work at the above mentioned residence with a combined side yard setback of 16.8'where 25' is required. It has come to our attention that the existing combined yard setback is 15.0' due to a small, indented area on the Eastern side of the property.The proposed work which was approved is beyond this indented area. We are requesting a de minis approval of the grant to account for this existing condition.The proposed work that has been granted has not changed and this existing 15.0' setback will not be further encroached upon.The existing combined yard setback will remain at 15.0' and the proposed combined yard setback will remain at the approved 16.8'. We would also like to mention that the denial letter written for this property states that the combined side yard setback will be 16.8 feet.This area at the indented location was also missed by the Building Department and therefore we submitted the ZBA application without notation of the existing 15.0' setback. Please let me know if you need further information. Thank you Page 1 of 1 D E C E 0 V E o�oS�FFp�,�coG BUI G DEPARTMENT- Electrical Inspector MAY _ 5 2025 TOWN OF SOUTHOLD C= - Town Hall Annex- 54375 Main Road - PO Box 1179 o s► Building Department Southold, New York 11971-0959 4 Town of Sou 1e:phone (631) 765-1802 - FAX (631) 765-9502 �a ja mesh(a)_southoIdtownny.gov - seand(-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: rj, 15 - a 5 Company Name: 10c A 0 Electrician's Name: E a w pr,� O r t-N O License No.: ��-,- WAkb Elec. email: dip oeLec\\ � C.L� �AL Cond Elec. Phone No: cq t`1 0,LAk- �o 5a 0I request an email copy of Certificate of ompliance Elec. Address.: 1-I30 Roos ve C\ ST. \.-3C4� ca ll10 JOB SITE INFORMATION (All Information Required) Name: G tcw eC Address: 13b© 6 cj&, e r-,c Q,&, t-� Cross Street: 9,SS\J C. 9." Phone No.: (ob� 5Gq- O G (act Bldg.Permit#: 51 (101L1 email: Tax Map District: 1000 Section: im Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I J 3dp Circle All That Apply: Is job ready for inspection?: YES ❑ NO `Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION p6k e6C I oqq� 6ca nce� l F- JA� Cubve F �t � Q4s �� I 1 1300 BAILIE BEACH RD, MATTITUCK Photo Report A M P Architecture Design + Build : v 1U 20_6JAN :. ., I!' 1 I 2-3 LQ Framing BAN - g 't. 20_617 1 L s . & s, L' b it s AM P Architecture Design + Build Framing �r JAN r . 16 ft a AM P Architecture > ,7 Insulation JAN - 9 2026 a d f d �^ AM P Architecture Design + Build _f — ----- - -- •�ggo -- -- . . PIZ?a /T.ONIN¢_D.ATA... - ---- - `.J'OUT{iOLD;TOWNG9GE.280.-124---•• ---- ---- TAxMAP• IOoo-99-03-IL18 OJ - I is DE50RIPTION(FOOTPRINT) AREA ZONING DISTRICT R-40 NON-CONFORMING a a COVERAGE 1 TOTAL LOT AREA 6946.1 S.F. LOT AREA 0.1 ACRES 8 �! COFO-ADDITION 4 FOUNDATION IF EXISTING 0Ya111NG 775.0 Sr. 122% TO EXIST.SINGLE FAMILY vmgslb;Drc-04 tl.IggO I EXISTING FRONT WOOD DECK 333.0 S.F. 52% �EXISTING DECK N.W.415 5 FROM PAVERPROPOSED l7kIELLING ADDITIONS 3g5A SF. 62% ADDITION TO SINGLE FAMILY •Z20120X.8JLY Iggi i o'<I PROPOSM 660 WALKYfAY, DWH3.MNS HIE F I SF.ASF'PNLT APPROX.206 SF. PROPOSED FRONT WOOD DECK PARKING AREA I ADDITION 42A 5F. 0.1% COPO-ADDITION TO EXISTING d=03q;AFML 2000 a o a I SINGLE FAMILY OPELLING TOTAL AREA OF ALL 5TRUCTURE5 1545,0 SF. 24.5% VARIANCE APPROVAL FENDING I� -------- - -- -- EXISTING LOT COVERAGE=IB.6% 13 MAXIMUM LOT COVERAGE ALLOWED,2o% PO4A HOOD ZONE - AE X -m —f 9JFFOLK COUNTY HD APPROVAL PENDING-' ---.2 BEDROOM ��I I - ----------- --- -- �� EXISTING EXISTING, RECENED HABT SPlACE ABLE AREA o ; i •m I FIRST FLOOR AREA 720 S.F. 774 5F. m JUN 21 2024 AREA TOTALS 72oA Sr_. 7T4.0 Sr-. F G BE o '� I PROPOSED PROPOSED PROPosED n HABITABLE GROSS BILCO DOS I o ZONING BOARD OF APPEALS SPACE AREA FIRST R.00R AREA Ip60 S.F. I)28 S.F. 70 9J' STORY� NI - 18o AREA TOTALS 1,060.0 5F. IJ26 5F. 41 COST.WDOD U � N m DISK TO BE 4.j Sag•so�2 LOT SIZE b;Yib.l SF. GF�� OTA -E EKIST.TO Im J. I--15o' (c�LOTS CONTAINING UP TO L REM0VW I m' o SDa so0.Oaeo•H 1Op00 S.F. "A� bp. ALLOWABLE S.F. 2JOOA 5F. - `2,IOOA SF. --1-128 Sr-. ,n. ScBAL< 589'5090'E Q TANIN6 REGULATION_QkZLLIN6 _ ` m: ST I �, SOUTHOLDTOYYBI_GODS.?8 A24-------- - --=-.- -- --- Q EXOSTMG SHED TO EXIST. PROPOSED C9WLES 3 ------- EXIST I STORY BE REMOV® _______ � O S-De`•AZ, MIN.FRONT YARD 35O' 159' IIO' NO• 1 I5 ACG �' RvzwSTR=TlON` t4C MIN.SIDE YARD IOA' 155' 14.4' YES EXIST HOOD DECK TO EM 1 All-_g_A"l 51I� mw 25 YARDS .0' P1.q' 16b' No- O O 11 ` R� r ( MIN.RI=AR YARD SSA' 71J' BOB, YES V ' CUC \ I MAXIMUM HEIGHT 35A' 14.4' I'7A' YES > W, rya I59 C� � W` ry I mq -\ m •EXISTING NON-CIONFORM] G 0 Q i \ c Q FROROOEW ow g w m� o� S FINAL MAP SITELAYd/TNOTES, WAR H . 20 I. n115 IS AN ARCHITECTS SITE PLAN 4 15 c S alWT TO VERIFICATION BY A LICENSED SU2VEYOR. ne INFORMATION I \- REVIEWED BY Z SA ON THIS SITE PLAN IS TO THE E. ARCHITFLTS.BEST OF KNOWLEDG �• FH p < <I D ECIS•I O N# J 5 a 2.SURVEY NWORMAMON WAS 05TAINED e _ E A G H O 30,�, FROM A SURVEY DATED AUGUST 21,2025 7"f -LY`K1_I D: 1© AND PfiEFAi�BY, N _ n ' SITE PLAN L XISu VEYNS,LLG SCALE,1'=IOb• Ate.KY.IIg31 n3EFMMe-(650 2q8 1555 a G a CENERAL REOJIREHEvS: 1/A OJNTS_a_SEPTIL TANKJN57<_LLAT-OV S�ANDARDr: , c[PTL PI AN NOTrc llu _ SITES 15 AN NOTES: I.TM lrotollcr rra>t Icla c c.ra^t L1 t Wo,lc Lkene PYsuw.t a Ir,toll I/A OW'r5 trot•r xpt'c lar�mcwoYo tc roof«tl.rers _ I.TN55 IS AN ARCHITECT'S N S F-AN 1 15 N G:ifelk Loam�Leee Lnapter 565.tootle VII(Septic 1rol,a[ry PP I PIrmlbn„File ecNomen w'!n Bese atoMwd.All 1 �',� PROS.FU,IIc_EAN LENS I/A O N F OM TO ROOF A5¢EO.D. - ` SLB.IEGT TO VER'FICA-ION BY A LICENSED Bwlne»es/t goon.tM Svlo k County Department gl Labor rapp.lcable reccmromctim,aovigeo w•lIo monul«War atoll be ..>' U ENSUE 9'-D•M N.SEPARATION FROM FROPCSED AS=HAl- - SLRVEYOR THE INFORMATION Liwrelrg wtl Loremer Affon.pvr,uont a ew-,CP_tG Lace Imolemenled. A PARKN6 AREA IS MAIMAItgD._ _ CL 4S6S-TR.TM Deportment el Labor LKerel+g=Gwsv+-er Alloys - REPRESENTED ON THIS SITE PLAN . TO THE < moNta'a>o Ibt e•Ilcereed I/A OYFS Mo'nteronce Prwlden. 2.rn I/A OWR twL r xpt'c LorL ero t2 1n>tcl ed of burst 1n all �_ fxd6.r20'c PO_EEOK D19TRIBU�ION Box fSAN 1 5 POIR-); ARC-IITLLT'S BEST G: KW'4ti._7GC. a rectiwa(w1[n°Iroxtmm to eroree 1n cy tllree[Iw el•/ero -�" OO .M V.S ARATI N FROM I/A OWF a_MV. 2.All I/A OWTS rust ors re�smree wihl the Depmtment N quater Inch)on°minimum S-�ch tnkt bcc el properly leveled oro SE=ARATION FROM LEACH NG POOLS 2.SLRVEY IN=ORMATION WAS OB-AINED W e H.Nticle 19 •the 5/ffolt county-twy code campgeted send(fret from rocx,)w Fed Sr PI. O PRO=.FWIc_EAN ALARWCONTROL PANEL a OIRIED \ FROM A SURVEY CATER AVGJST 21,2023; W � Cr w b Ne Deponmerr.o-cntlm eertilKatbn d cgmplemd ® ELECTRICAL LIRE FROM"A ONTS MOST RECENTLY REVISE?OV MAY 21,2024 onsWctim an•w built'p oro. S.I/A OWF Tank,obi be wwidco wI•h o eNglc outlet.A (14yry FROF.FUJI AIR El- a]'c pyc AIR LINE TO \ AND PREPARED BY: 1-h dbtrlwtbn box/mwM1ole or tl s:ribmt'gn IeachNg sVucture moj to U O I/A-PER MAAU.SPEL.5). a Lo B.M executed Opt^eticn we Nain[crlahKe Lgntr«t bcWecn tM required iw all su>tcrro with m,ltple cach'ng str,eturm v:Ies>m ,'� h GOORDINA=PLACEMEM w/CONTROL PANEL a KENNETH M.WOYCM)K C NOY.tengrrc Rw'ecr oro=roperl�owrcr met be suGnittc0•o the a LematNe deg jI b¢proved bu tors Degwtlxnt i CtEURE E 11 BLOWER a LON'1ROL PANI1 ALLE-1B LAhD SIRVEYINO.FLLG Z3 Deportment prlw la- f tFe.'A OWr=regbVatbn bj tlx: ,+ I \\ p Dcpotment N accorgonce w Art—1A of tM-'.It County 4,All outlet,iram the septb ank molt be arovlded with m IB• 1 I�. O EXIST.S-1.SYSTEM TO BE ABANDONED PE¢ PA.BOX 153 = -0 -O SmIiti_PP. P,FF'T'or equlvolent oppr coif le extending into Lhe 1�of 1 S HS STAAD-;V.I F.E ST.SEPNL SYSTE^r A6IUEBO6 12.NT II°31 Y ar }CO tM s�pa'K tort Ii,-d", -,gel lect"m_11-ova __.VSS SO_SUE.ELT P"`_a CON-ACT TELEFFONE:(65U 2R6-1566 Z O .A11 tollrq I/A OWrS we rcoi rca a Pave m initbl 3-I:cw rat riled Iw tretallotbn M e„a«h e1llxnt trey T'. d r ARCH_LT IF FMNO O ERWISE, O C eV „mrmty ero operator/moharacc sorvim contract.Afar tw -IT PROPBR`� 7 PRO=.CLEANOUT.INSTALL WITHIN ID'OF BLDG. 1n Ial}yew operation antl malmananc�e>ervlce con[r«t hm 5.TM top of tM I/ - A OWTS tmL or scoot-1,roll rot ba located O 0E`1D5 IN c I,ITARY LINE SMALL OCLLR AT CLEAN OJT a >n O c�Yotl,prcpKdarty o trm:we e�ccatl to r%Inton m d fro 9'cater thou 29 feet or Ie»t--too:below 1-1 aro4. •> 511.4L_NOT-- 4V. C O N N S:Ilolk County Smllan.Laoc�L oadc Yh Mtbla 19 b.At a mNimm,all,arplNg moMeles aw owe 20-KM1 caveree i - VARIANCE NOTE: EED BAILIE BEACH HOME \\ Y O m.�O apcnlrlgs W grade IocMeo over the Nett eutict - iJUE TO SITE eDNDITIONS INLLIAIN6 LIMITED Lo-AREA a I OWNERS ASSOCIATION INC. C N O N S.Wxn m I/A OWTS requvm o Vent.flit vhlt sroll be vcntce to tic �d is°.,hall tc ditM1cr]D-Mch dioraler nalcr!'g•t aM LOCATE I ON MAP LDLA-ION DF EX.TIh6 N£IOHBDRIN FELLS,THIS AFPLILA-I. o roof M tM rcaidcrce z servce.Vent pipes still cxtcro a irecczPool«kNg tax Yon covers a tMrmeplmtk corers o! NALANT WITHIN I50'OF Q d O of B Kro,abwo Cfo cool I'ro oro trd tap of fro Vent Pa .All tort»shell x eca'gree N accwdwce With eect., INGLLDES A REOVSST SEEKING VADRV.NCE FROM TFE F01GW•Ya I 5_3-ECT PROPERTY LINES) ,fall hove a mN1mm Irrl:ontal separation of 12 inch,to eM Ill:if!hb,Lardw0. CO-M�ILALLY REQUIRE El 5LDH5: e aped port on 0 tro root ln c11- It 11 not pr«teaI to SCALE:NTS v M tld system a t)a .......vent ppe maJ be p pad•s ,When sump N9 rrwM e>oro apprwco•e be Ns[a ee In° U REOX.ED DISTANCE FROH LEALHIIG POOL TO NEIGHBORING I \ - b<eateFlw o'tM DD oro terMrote o mNtrnm:cl B YCMs arvcww pwLw wed tM roYd:e srol M de-:wed to tin - _- NE_L TO 104 (I50'TYPICAL). t of 1^cm.property INes rnse vent tratl'c bemng to meet 11.r ;-of AAShTO F-20 w - Ad.CE �p�a,Fe m to er 9 feet from mna„N«w w HE-2o oodhg agvYamer F'RO-Z0T/eONlN6,DATA J I _ ExIST. W r.v,t le l k+a cacti,f ter lcvk A wortEL=2 O ABANDONED FELL ppea niu>t rout Io+etc•o•-1rrla, a Trc opt et Invert a weticn>+a ore o m r mn of O.loot-1- TAX MAP IOOO -03-1I.I& t.rote otign Iuse cl tors I/A OW5 m c 1 to the ^let Nvart a evat'on. / EL.v1O3' ne-°A3'^--G-E ��TpST HOLE v p cpprwc c n prcparec Y R.Eam�nm mwho es>ha n a vac elamctcr cl 2 bet or on ZONING DISTRC R-4C NON CONFORMING _ \ e wtmenta a/A GWrS° e! 3 N E�?II^E' I _1_J w N tw sandwm Ion uApprwo�oro Marmement of mile co of 2 loot kv:�t° PROF. C d`.ewe @o AnaTdt�.a Ors k rk,a- eonnane s.,le:�.• LO7 GOVCRA6 - F. �1 m ,tar Tr - PRO B•ox3 •- Q here sM be a nmmam retent'or oepty rob„twe wtlet Invert "'" " "` / _ \/SPACE B'mx5' L.P. I \MNMlM CBS GN REQU REMSNr= cicvat on of,Ix Vents. DV:'GLLN6 n/ _ - 10'-WIDE SPACE FOR ^, 50UTY0._I)TOWN CODE 280-124 := k",, / w PUBLIC rvl R.OYJ. FOR I B'ox3' L.P. ./A OWTS a xp�b tore�ro I to wmtrveted of precast l All r ppe pwatrotor•-+tHc,arp'ro mmhob-11 td - - - ,., •hATER p 4 1 B'mx3' E.P. / M cmcrota,faxrg ,,p�ycth ero,Fc ypropy ero.[h -Pmtke,w wPa 9M. D=SCRIPTION(FOOT-RINT) AREA COVERAGE �/ / Y� I \ E.F. •�\ FROP. I \ +j 1 I 1 gt_r materlo,+occ dwia nk1 Depareront aandwd>ono OMGRR Append x TS-A.Tne ux If,tcel Ia Prop- E_ELiRIL_AL_REOVIREM�NSSi _ / k I 7 \ =ROP, B'mx. MIN. \ TOTAL LOT AREA 6346.11 S.F. Y V i Si PROP. 8 P. L.P. 2 Vnen m. "-red/..o scpUc tmk tw pretreatmcrt Me CONTROL PAM1SLS U 2 p� BL.P. L.P. �pek torA sroll M aesigree In«eoremee wltl:xeuom}IOi 1.TId emtrol porol box mv>:be pI«ea oublx m a witm>1e EXISTING DWELLING T75 5P. 12,2% , 5'MIN. B'mx3' L.P. 5-109 0•fh's stand,^o. p.de,tFI new tM.-t�re Nat It earva,,A tematively,Ne panel W N box rby be mounted on m outside-1.of fro evvctwe(preferable N O EP' / 5' U E. rck U+1ex offer„Ile,PP tors'eacN%,[rvctve/,y mm trot a.tnty room,o+d g IIY'ra ap ace).Dteer I---rw ranllr5 EXISTIN6 FRONT 2 r:00D DECK 353 S.F. 5 % lollews m I/A-5_nolc" .b,destined N«cwdarce wIN xct'm. t�pw:el box„ill tP,corebcr°e a he G°portm 5-IOf oro 5-110 of B,'>,droao. m -bj-cme ball,am wIt,11 OATS ma¢Iacl rcr gpprwal. PROPOSED DWELLING ADDITIONS 3R5 S.F. 6.2% LL I MIN 2 I 4.At a mkmr.m,011 I/A 0-S treatment tanb a !ono,M11 PROc05EC FRONT WOOD DECK 0 C 3 I \ •V/ x�k 2.Tle rome W tie I/A OWTS oan=row der root be cicorly 42 S.F. C�% } ! 1 = rove 2o-Nch covered 10.1 oprnNg m dr °tee wgr ero ldrnufbe m tM a�mwe�en°port wd ixwec a proz w:ntcr A7DITICN =\^ I 2 �P O nlet:>d ou[IeL.Lwe•a eeel ba altror 20-Ncn tliometer watert'eh: b cmtoc[N caa 3 Lt ° ct-proof:ocklry cant Iron cover,w tFermoplmtic coves PROPOSED COVERED PORCH 45 S.F. C�% F 6B0 S.F. > Q at N_ eoec.A'I Cavan oro cnM,cy>/rixn sF:°II M aesigme N S.Exterbr pw:ol pj¢ t cr:ot°s tFe sysem to be aervked et - - �O gSp•IgLT d 1 \ actor with,act'en 5-:Il ci tVn etorowd. ow ttrc,elVvrotNe uIc mcd a«cess INe ram of tM bu Id� TOTAL AREA OF ALL 5-RII J¢E5 CT uPO S.F. 2�1% PARKING n a.-pwel Wx met be„iNN Vbw o•-,la lac -[o holy i \ I/A Ppt:e t ARE4 1\ a t 5 I OWTS o^sorn 11p aproved a be iremlled N e 1«1ltato operalbn oro maMenweo. / i er way w porking weal tie c11 emll be ee«ignee ad/mr EXI5TIVG LOT COVERAGE i:etollcd to wtbtmd F5-20 w F20 Ile 0 -daalono[ed by S.Tne -Pi ppore)eM'I be Fticee dt a wmlerable Might Iw i E�0:�,IG' g AA-=HTG. °cces,N omec w't^Fcaerol Ere^wu.rmoocrrent Axrcl. `Zi MAXIMJM LCT COVERAGE ALLOWED:2C%GaW>aee arVeer_,Hall ro:m perm:I—When m UA OMS b e: 10A'!'wf sc..aoe hporol,till meet Ia.,Electrical Nwu,1«twcr_ 1 Asxcbtbw t MN 4x aFccllKattire. NOTE M1OVEMEE¢IS 2G25 a 2:OOPM M:N 'l rot gis —eta m I/A O-SDep�mcnt rccgmmero,.,°ter xftener b«w to cowected to All Mlow grgdc wVNg moat tc nm:r cicctrlcal cormvit.Tne I.FLOOD MAP DATA:alto met Hove MAP s:361G3G0143p TESTHO_E DATA epropr'ote xas a provenl ame,oche mob4re MAa GATE:OR/25/2009 NLDOVALD 5EOSERVI CES �OF'the control pPP1 or vhct:rn bo:ci. %o. BILCOI/A OMS tart,r,e tic torlk>shoo toMatertl t Ord FLOOD ZONE:X FOB1255 ,(, DOORp gh B.Eh stem roll M ippers 1N ftbi ri t 50UTH0_D,NY I,4T' PROP.BURICD 500 on 11-PT.-P are drab'o maleWab that ore rot subpct a lh I1I eNt dbi d v1zl ot trot c be reell 2.SITE PROTECTIGW5ILT PENLIW TO BE (63)T65-36- /p, GAL.PROPANE exce ewt, tMGP-xrved.Tro INSTALLED AS REQUIRED BY THE TOWN CF 6 // �, �TANK d FUEL LINEa° 1erd g _be Veta'MtoA11 cork,mn:be watert'grt.two metroea or e:uurlrhg conk,ve provide'mmedmte smote atom .•1cP:bn to LM OrMwc erect by[M OrMogreemert. 3.IOCASMIFACE NATER5 CR WETLANDS ARE OL DARK BROWN LOAM I AL 5_� 'I-by T_w we _OCATED WITH N 3O0'OF TFE PROaERtt.tPe Mee to be eoypp to a cmtr panel wIN meore of T eonrect'rq°pwtdale°eror°!or a doerate Ne system d 9 a 4.E-EVATIONS REFERENCE NAVO IRBB >4 BROWN SILT I 2_=? aipowera gel ` /: 5.ANY VISIS-E FELLS LOCA-, O WITHIN I50' SD' - O tit,taro Iw 34 ron.Ref1II tre tart to fro outlet Nvert 1 rn plectrkal rction box,evi tre l.m motor oro Noat, OF 5.3.EGT PRfi'P--RTY LINES ARE ADDITION rl/ OIL niter tM 24-roIm perdg's comp:etc.Let tM tank soil Iw m oust m waterGgnt oro«oted outside U'e'/A owTS tort cM1amxr. DEPICTED ON 5ITE PLAN. O DWELLING w/ FRS BASEMENT U oddilbml 10-MIn perbd.Tro tmk,Ppprwcd it w:rter level!s y PRIVATE I I v I MId ior tM IO+cx Feeoror'oe.hale,paessure Les M1'•g b 2.Any blowers Iowba outi ea of fro/A OWTS wt Trost be ploxe 6.PROPOSED SEPTIC SYSTEM DESIGN I VTENDS ' EXIST.-OP- t,, O recammeneed be wa:[e a r betolbte m P.(ca+crete,pa,tk w fimr Ims)oro have°,and of TO AVOID TIE R=-MOVAL OF ANY EXISTING BROWN SILTY l0 FELL WATER \ - yy DECK TO BE I T 0. 9 rP °lT REMOVED 569°s030•W : TREES.THE PLACEMENT OF SYSTEM SM 5_WITH _ - I2.Scbk trot mcsv:beturen srot provdc o Icaxl of rcn-Como, enci a cover, COMPONENTS MAY BE Ap_USTED PROVIDED 6fiAVEL S, ter I N°promNcnt Iccctbn gt eaN a«m,opening to worm Ve B,a1 pinnpn oro Ilmt trees m.at ec°«exmle ero acrvicecblc THAT ALL REQUIRED MIMMI SE-BALKS O F / \ EXIST.BILCO toot'entrmec Into fork row be:otd•. Iran«ce>,openrm. ARE MAINTAINED.'NSTALLER TO CONTACT O 2,Alp I (\1/ \ ENOOp� 5, l ENTRANCE TO I/AN H RI 4.rn Ilgats,roll M attacled to c Scnedab 4o PVG 11-t tree ARCH,-ECT IF RELOCATION OR Jr �pm ) \ I BE REMOVED Nat con be eaallu romoved Ia aerVx w o Justmenl.iM fleots REORIENTATION OF LCNPGV'ENTS qO', WgTER IN BROWN' P'`tA� \ y Z I.Na.cmwele 9�efowkcteex'tk trnks atoll conform a lM sroll rot be cttaeleo to IYc Icce main. REQUIRED. _ SILTY_AND WITH / U?U�y4PAy \ \�/� O 'Pt'w or P °oro Mecronlwl Dflklal, IOD FiRAVEL r S 5 I < O boo, (IAPMPD)•Amoricm Not:mol 5twdord ipr Preiatrkatee Septic 5.rn Deportment atoll pbaerve eM cme ay,tcm operate Woven / ,LP 0 h '\ PROP.RECONSTRUCTIO Z SBq•5030"E o Turks'AN51 ZI000-200'1 end anu opplleable revnloru/vpG to>. o rormal opermtby eue'.e. THE FOLLOWING LOT5 WITHIN 150'OF PROFLRtt V ✓i 2U' GF i-5TORY hD.FR. - IITILIZE PI.QLIC WATER AS PER EC.e:A: v', 7ltiLLIN6 w/ \ON(gv,Z. DNELLINS w/BASEMENT r u 2.Nm-corcrete[aIt>sro'1 ore I«to•y o»errbled w msennled N 6.Irepectiw 1w leekoge o•tM fwce non I'ttNgs wll be rovers �� Q PRIVATE SP \ (2 SEDRODMS) t 0 / 0 eM fleltl/tlbtrlbutkn I«.':ty by°certpbd repro>entatHe W fro aurl:y the pPrp test pracedvre. SCTM nIOCO-RR-3-II.II r ,' FELL HATER pI LlNF I F F.EL OA' REMQVE ¢ eat mmul«tuner. SCTM a1000-RR-3-II.14 v FROMRFS'S BAC WA ER IN 3.E«M1 lank aro'.I M bcn:lfiw w tM maul«twcr„Ith tM SC-M a1000-9R-S-II.IS ' / BROY.N SILT ACF{yATFK - 1 yxj / � EX15T. DNELLIVG «Lrcr wlhc or Pool yo�I:y wId unbar of opmM>,oro SC-M aIDOO-9R-3-II.IR RS I .TIL11' PUBLIC ui date rrmWmtvretl,pemenen:Iy mortee at tM Nlet one of tM tar< /u \ / L-_-J POLE WATER o a.All Vitt,11°on,roofs,oro«ccx cavcn, 1 rmbt m opplbd - _ I / fwce ofpPl par sq� foot:'%U. J EXIST. EXIST. / TANKS / I PROJECT: S.Precmt concrete ewe^e ero veers are net permlttee on ,v � HELL L.P.FUEL TANKS / non-mwcta[rota,n:=°t 111N 1 tM rrcmu•«tuner. IHD'' , C / 6.YFerover opPrwcd bj EXCAVATION INSPECTION REQUIRED Q `/ pr--,-1,ramconcrc'4 I/A I-a xptic tarhts,roll , ' WATER N BROWN m N gro.hwn°ar,Fw o-stallatlom trot we pl«ed 'SM' SILTY SAND O \ EXIST WGGD L/PON.TO BE ` GLOVER .IUD:°P°a P "pg Hula gong m t m for en Na Natalgtm FOR SANITARY SYSTEM REPEALED: LSED 7CD� and b«kFllirg to preverrt omcdc tc tart waYb,ero oII O I CELK T6pEE DETALFED \ SEPTIC two eMvb be xla tv 4c mrnl«lver-crnpletely m,embtid.t1, lGO EXST. xme,gal,Iaa.[na to-Ik',dallvarad la lna,lea In,eatbn,.all BY HEALTH DEPARTMENT 5OD' :R0•,,,�N*o eR - WELL Mr, of I , • \ I : jonta,toll be saalee Wien„omrcignt paske[0.All trots> be � �'`a/ )FRO RC speelbtl bj tF_kectwer end aPP rwleO bj�tM DepcGrert. .', �+Eer 1300 BAILIE BEACH ROAD rstallea N grwedwoter,tM deelgn ,'; \ , ( / ) x\ MATTITUCK,N.Y.11952 prolexbrol,hall subm'trbaojancy colcul«lore to prove fro we'ght ' WATLA IN BROWN / 3 el!M font(„ih w.i trout wehw w tM PdOkbn of ba11mU will FINE SAND y O ` ` PROPOSED/:GOD• \ O t I9 taws+d^e teen theigl»of lM ruater tlispl«etl. DECK ADDITION Im T"ndatr,layonaycad amanare ero oc P ng Naro,t Deafen Pmfa,dlonard Eartiroean Regmrla. o - \� 5y\ DRAWING TITLE' expect oroc0 crourcwoter oiovotion with iM trot empty.Sgi' Submit P.E,or R.A.Certification For m a0' -�\ tap of fro tank(,)snoi rot be comtieratl wMn The Ins[allatlgn and Conitruttion of the Sewa '' EXIST.IfTILItt POLE a / ,T O dwerrml°neg the anolne gf Proror.g w tolme welgne regvYed. se Didpasal Ssatem ','= m NOTES w(n OVERHEAD CLEC.Al Use Form WWM-073 s,s' /' °A{a� / / 5°0" v\\ pL SITE INFORMATION LO`^'ENTS:GROUmWn-ER O'F / EL�B3_' Y.l `�PoO fit ep T �\ I zpNE �oNF x SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT AFFROVAL FL!o� H.S. REFE:RENGE NO.: _- -__-- q� - �� EL_B.o' \ aT• �_ PAGE: Abandonment of the existing sanitary system must be in Y -/ -_, `x,ST EX ST. S ` _ C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES conformance wth the Department's requirements. �\ WA RMAlN i _ P-101■00 PERMIT FOR APPROVAL OF CONSTRUCTION FORA Submit completed form WWM-OBOasproof \ �_-_ \ , s q )L I SINGLE FAMILY RESIDENCE ONLY _ s Fq / - - DATE:07/19/24 1oF2 DR AINME MJM510'S IP ATIONI SNRELVIRED BE7R"hELLS a C 1 -- WATER SERVICE LINE,UUDER6ROUNC UTIL'Y L NES,SEPTIC COMPONENTS,LEACHING FIELDS,SENER COMPONENTS,O-HER DRYWELLS,AND THE EOOE OF ALL FOUNDATION WALLS A M NIM.1M V SEPARATION IS REQUIRED BETWEEN ORYW'ELLS • AAM PROPERTY T'20'SEPAR.ATION 15 REGUIRED BE!7'1!11:DRYWELLS AND / -- - _LIMIT CF MODERgTE WgVE gLTION DATE9�9/24 H.S F. O. R-24-1124 PRIED FROPA E FEEL TASK / - - FIEDA /JJ /• '///////A,�� A M.NII'Ll 2'VERTICAL SEFARATION IS REGL'IRED BETWEEN THE \5 V RL /v{ - JCN`�'"� BOTTOM OF DRYYvLLS a THE HIGHEST EXPECTED 6Rq.T:DV:ATER LINT- APPROVED ELEVATE ON. SEE ATTACHED SPECIAL CONDITION, Mq Op T1j �f CONNECT ALL 6JTTER LEADERS TO NEAREST DRY WELL I o 4 BEDROOMS SEE ALSO DETAIL ON CON5TR'CTION OOOUMENTS GRADING PLAN AND/OR PLOT PLAN. U G K C R FOR MAXIMUM OF DRAINAGE 5Y5TEM CALCULATIONS E _ O 5 0 20 30 40 50 A 0374 t, Q� 132 5.-.,2'RA'V ALLLL EVENT=¢720 B C F STORAC REO D i - 9rF O EXPIRES THREE YEARS FROM DATE OF APPROVAL \ SIT)= PLAN / GRAmHIG SCALE OFNE`Ny (U 61m DRYNELL PROVIDES 2235 CF.PER FT,OF DEPTH (2)6 m x 5 DEEP ON.PROPOSED=223 F STORAGE PROVIDED SCALE: =10'-O- a ELEG-R GA_ SERVICE u y o TO FUJIGLEAN � 100 I I � m ALARM/CONTROL PA\EL 101 1 I -5 cu 102 1 I X Ln o 7 o 103 7M L u ° r m� O C N Z O ID4 a ry�2 MAIN ELEGTRIGAL 10s 51N6LELINEDIA6RAMNGE: o o a y� /' MANJFACTURER'S SINGLE LINE DIAGRAM FOR FJJICLEAN'CONTROLLER A' = O m PANEL AT DWELLING 105 . IC �GE ` Sr` TfTRO-`ERC�` BY C NoL- EAN REE ALL „G FROVIDETH T NAlS - 107 CORRESPONDINS WIRING DIAORAM5 ARE FOLL IN SX.H INSTALLATION. ¢ d O CBIOB 7FSf,FOLM..711OQ OWED MAIN BREAKER T 108 e w J MS108 109 nmiL iaAm " 110 .. aBn 151 - -- -- -- -- -- -- - -- -- -- -- >✓ lu I T 152 - rsax 153 53- 1 uauL x m 3 TWXX TD 20 IWLE 112 " I 7.1 IN{I Q -- -- -- --.-- - I U — 1l3 rl7a L. IS-0 u L 4x 4a 44 Ism s - ❑7�Tet 1l4 --G� T°L Fstls Ty' ` 5 115 x o- 3 R I I I 8e a' a 157 1 1 1 O� I BRANCH CIRCUIT PROTECTION OVERLOAD PROTEMN, 116 Um FtmT zw= 1 " " " ' I I I MAIN DISCONNECT AND MIRCURRENT PROTECTION I U 158 I I nm�Fm "aaF s7 H7 I L-" " - OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS 117 I 1 AND MUST BE SIZED ACCORDING TO PUMP/MOTOR I — ]18 159 I 1 ILV F1D11 I MANUFACTURING SPECIFICATIONS I Q Cn 160 1 1 1 1 0. 119 e cl ,0----------I I---------- 161 i 1 I Fw , m� l63 121 ctlamr I 741 " 162 I -------- P D=DILATED,20 AMFO 122 I I I 5INGLE-FHA5E 164 I II(Rnmt A i GIRGU7 BR=.AKER 123 9-1 124 165 1 UUr , 0 I 125 166 1 WERIK CD1�0NENI5(COMPRESSOR AND/DR RUMPS)PROM BY OW '5 ro 126167 AND M M BE UL APPRM 1W&UY PROTECTED PUMPS I I I 127 cel2e 168 Tm _ 128 WI - F512B - ---- " 169 129 c XDffi Kw rtm 170 I 7ElPERAIURE RATING DF FIELD INSTALLED CONDUCTORS MIST BE AT LEAST 140 DEG F. 130 171 I (61)DEG C.>. TERNINAL STRIPS AND IJTaM LUG USE COPPER CORDETORS INLY. I w, 131 172 I CONNECT GRDJND LUG IN PANEL TO A SECURE EARTH ND I „i n� GROUND °°'°� a 173 DASHED LINES REPRESENT FIELD MIRING 1 At 1^ P FtFv 1 I - FIELD MIRING SECTION 132 - s IZIFeANLN= A 3 174 -"--"- - 13FUJIGLEAN SINGLE LINE DIAGRAM ,�vvav,.mnolnv, "`�"w OVO'1z' a •w Nvu vmlavm..n SCALE:NTS O PLAN VIEWL� I ju d ® _L•: _J{ __ PROJECT. CD = GLOVER CS RELGNST2ULTED ALL LEACHI16 POLLS SHALL HAVE AN B'THICK r F: /� `7...- SEPTIC (2)BEDROOM SYSTEM POL-'LOK CO'o D-BOx H/ TRAFFIC-BEARING CONCRETE TOP rO MEET•m°ccumu DMC-_LING X/� ) SELURIT'OFt4TE BAFFLE AASHTG-H20/V5-20.ALL LOVER5 M�5T ALSO •u.ro.xeme,. 'MIN. �REOD IF ITLET PITCH MLET AASHTO-H]O/HS-CO REO S. F F EL•13 4' MK BCRII 3-0•o LOGKIlG C t'MAX. EXCEEDS j'FER FOOT) PRE-LAST LOLL. &GOER IB-o LCCKNG ACCESS LOVER5 f LOVER 810n GRADE - SECTION A-A VIEW ACCESS wvERs I Iz MN (� ti �`�' �' 1300 BAILIE BEACH ROAD SECTION B-B VIEW wwsER w W ER InAx.-'1 AV6.GRADE EL.• b' I b--4.1 SLOPE' S.�AxIMIJ� MA-MTUCK,N.Y.11952 b MAX s DRAIN I wIN.<'mR SDR 55 MIA.<•m SDR e5 - - ' .: e•aie. i r. L______________ ___ ___ PVL OR EO. MN.INv. --- PIrcH{•.I' MIA PITCH d•,r DRAWING TITLE: CL=1CG' IA.<mMSIDPIiLOR EO. EL=19b'M , IN...� - _ POLYLOK 2011 DIST. BOX DETAIL WIRING DIAGRAM FUJIGLEAN GEN5 VA OATS DETAIL CRPn15cACE EL.•9�' NV. - LEACHING LEACHING SLAB E_.c13 ?• I EL 90 POOL FOOL �� SCALE:NTS SYSTEM DETAILS SCALE:NT5 FIFE EN LAST IRON ? , EL.•bB' PIPE ExTE+DI IL I- PROVIDE IC'TlO MIND' Z•MIA.DROP ' 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL Fa RA�oNUILDINb EED OORFSAD BEN=0 (, ELSE LAP 'C' —/ \� ---- DISTRIeuiION eoX 0.1 LEVELING H.S. REFE RE'VGE NO.: - FUJIGLEAN GEN5 DEVLES AT—LETS) ---- Gm NITROGEA REDucnoN srsTB� � � __ m f PAGE: HIGHEST—TER�•3'----_-----_ --L--_ SP-i"w' OL2 c oI.w EXPECT .00 N VA L A RN4 N IT= W4 R A M / LEACHING POOLS(5) R EXIST.SOIL w/9' CLEAN SAND COLLAR SLRROWD NG L P.vdEN I. /A OnTS SHALL HAVE A MINI-TREATMEN CAPACITY OF AOO GPO(-9 02ROOMS) EXIST.SANG J GRAVEL RE DEN.�•c�GLRE 36NED TO ACLOMMODA-E A-0 BEDROOM REcIDENLE AS PER SLDIG'STANDARDS - -" -- -- - --'-11(SP/5ti LAYER NOT P¢SSENT FROPosED FWILLEAN cENs PRovlcls Soo GPD rRBATM�Nr cAPAcrY(-0 BEDROOMS MAx cAFAL rrJ. _ __ _ �__ DATE:07/19/24 2 OF 2 4RROVAL OF P-ANT a CONSTRUCTION FOR SEWAGE DISP054L SYSTEMS FOR sINSLE-cAMIL" - ]. 115TALL ALL COMPONENTS A5 cER vANI.SPECS. FOR I i _ S A 10'IN.DISTAIY.E BETWEEN THE I/A CHITS AAD BALDING W.TH LELLARBAS_`MENT SHALL 9E - THIS DE56N UT L ZES: T+yq�- ($)Ba x 9 DEEP LEALIING FOOLS �'rk^=�- ^^`.-•"""T W �AIN'AINED,GR 5'MIN.DISTANCE IF EU-D.VG S RCN A SLAE. W H. A 5'SIN.DISTANLC BETWi2N T• I/A O TS AD.ST.BOX I—PRESENT;SH L BC MAINTAIALD. f')H m X 9'DEEP LEACHING POOL PROP05m 1-1.SOR ExPAIEION 3. WASTE NE FROM SEaTC TANK SHALL ENTE THE R MIDDLE R VG AS HIGHPOSSIBLE A5 WITH L S-OJER SEE ATTACHMENT(S) PIPES INSTALLED BETWEEN THIS RING AND OUTER R NGS.IB•FROM THE BOTTOMS OF POOL5. S. LEACHING FOOLS TO BE CONSTRUCTED OF PRECAST RE:NFORLED CONCRETE(OR EOJAU. II-f( y Ta._D -0. ALL COVERS SHALL BE OF FRE.—REIAFORLED CONCRETE ILR 5, A 9 MIN DISTAT.LE BETNEEN T S HGHEST RECORDED GROI•NOWATER LEVEL AND BOTTOM OF LEACHING T POOLS SHAG_9E MA vTAIVD, u'c.'+r r/a riF.�+rt b' rm n- f O b IO'MTV.D15TA1•GB BEIv'cEV LSALHINS FOOLS AND WA-ER LIRE SHALL BE MAINTAIAED. CLFAHOUi CFML FOR ARLAS f 01 SUBJECT 10 VEHICULAR TFAFFIC { 1. AN b'M'N.DISTANLe EETn N ALL LEACHING POCLS A-I/A OWTS MALL BE MAINTAINED. IN LLL'l EMS,JIiFFNL'F•A t9 FLN BNCS.ILIEFNA7F'9'S;CF IMF W".q m-wi'si./cmnmI .� yr 037405 PROPOSED SEPTIC SYSTEM DETAIL GLEAN-OUT DETAIL FOFNfifIt SCALE:N-9 SCALE:NTS S.C.T.M. NO. DISTRICT: 1000 SECTION: 99 BLOCK: 3 LOT(S): 11.18 I TOWN OF SOUTHOLD I LOT COVERAGE I DWELLING W/DECKS:1107 S.F.or 17.4% LAND N/F OF I IBAILIE BEACH HOME I OWNERS ASSOC INC I VACANT 150' 3 — 49.05' ' E WELL I DWELLINGS W/PUBLIC WATER N 82043'30 WELL \ 150, � r � � IN � I I LAND N/F OF \ I MARISSA COYLE LAND N/F OF \ C1 r I I DWELLING WNVELL WATER I I 3 v < LAND N/F OF I f --- � o MARY FITZPATRICK \ Z� I I x BRUNTLILDATORRAS I _ rn y T a I WOOD DECK o S 00°09'30'W --- 1 O O I T 1 5.00' 0 r3'E \G) o I � I I I p WCIO OOD I o DWELLING WNVELL WATER o DECK I BILCO I N 89 50 30° W I w 0 I I 1 STY FRAME I z z.g ABAND 6.00' \ LAND N/F OF a s I DWELLING I O WIT LATHY KRAUT W/WELL WATER i 1;EPTIC PIT i S 89050'30"E 1 STY FRAME:.:.:-:.: 1.2. 6.00' 'S DWELLING::::::: z o:• 2 0'W N....... p W.. I - �:. / I WOOD DECK I L.P. :::...... FL::i3:4:::::;::::: :.s.z;.; 2.Y 17.8'E GAS ................... l.... L ---J E�gS 2.4'E : :27.2' o I 1 STY FRAME WELL pa ti \ "" 19.0 I DWELLING \ 1 ` �O WELL WOOD DECK DECK I W/PUBLIC WATER \ 1 ABANDO ED I 140.00' \ I�q 67.8'E , I WELL I WELL � \ yi�Q�P �•. � 3E�g � I I W.M. �/ Ea3 EOyE� WOOD DECK \ I P IV�S° AEIFI 1p� o ry ` I I EDGE OF Og w 30 w E�a� on F, ` SEPTIC B� Wr TP\EMEw \ SO2.9' W.M. W.M. O _ .FI FEMA MAP#36103CO143H Pq�MEhT _ EFF. 09/25/2009 T LIMITOFMODERATE WIT,ACTION - THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL I?'tj �loS AND ORNS SHOWN ARE DATA OBTA/NEDFROM FROMFIELD OTHERBSERVATIONS REVISED 05-21-24 CK C�iEEK AREA:6,346.11 SQ.FT. or 0.15 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF.DESCRIBED PROPERTY OF �'E1.y CERTIFIED TO: MICHELLE GLOVER; � MAP OF: A, tN ht ,o y0� ,4. FILED: h �� G SITUATED AT:MATTITUCK Y cr TOWN OF.-SOUTHOLD 2 �� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK sF o s o s s� Q- Professional Land Surveying and Design N� P.O. Boa 153 Aquebogue, New York 11931 FILE g223-120 SCALE:1 =20' DATE:AUG. 21, 2023 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 208-1588 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CON90MO TO BE A VALID TRUE COPY. 4 CERTIFICATION 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.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. -- -- 400 Ostrander Avenue, Riverhead, New York II0101 tel. 651.727.2505 fax. 631.72-T.0144 admingyoungeng[near ing.com 0 o Lot 9 Howard W. Young, Land surveyor o m Thomas C. Wolpert, g Professional Engineer 6 m 2 �82°43'30"E ---- Way described - Douglas Adams, Professional Engineer 4 6eologist Right of Daniel A. Weaver, Land surveyor Lot 8 �' °�- 1 9 7541 cp.8 i� LJT ,� 29.97' in L. 82_70' o_ 25_00 =L _N 2°43'30"E 107.70 tiA9s ���8�9F SITE DATA mga4roc'aim AREA = 6,347 SQ. FT. y gAry 1 7413' 1 1 ; 582 1 11 N LOT NUMBERS,RIGHT OF WAY&PARK&RECREATION AREAS REFER TO SURVEY FOR MATTITUCK INVERSTORS LAST DATED JULY 19,1988. \ I 1 11 S \\ \\ p 1 1 11° * VERTICAL DATUM =NAVD(1988) \ \ 1 1 0 h Lot 7 \ \ 0 ZI 1 \Z \ \ p 1 r p• \ 1 7L? It Ulwo 1 0 Z %9 IQ _t� 1 Park&Recreation Area ; 1 _ \ 1 T-o 1 1 1 1 c 1 Lot 6 Ip � now or formerly 1 \\ \\ 1 \ 1 Owners Assloc. nc. \ 1 Beach Home ' 1 � \ \ r \ 1 \ \ 1 S>5o 1 \I \ 1 N77°59171.-- _ .- 40, E 1 \1\ \\\1 3 OOOTTW \ \ 77° 3 \ \\ \\1 0 0 park&Recreation \ Lot 5 I \ ►W' m p Area 1 \ SURVEYOR'S CERTIFICATION 1\ 11 i O W -- __—_---- gopRpaaenrinles _ a \ *WE HEREBY CERTIFY TO MICHELE GLOVER & ROBERT '17 \\I II---- I tTl as de cr'bed`n�"'71 Cp 16 _a CMF G LOVE RTHAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE I \ Rig ofl Way T I - - ---- CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE M \ y�CMF N8Q 43 301 CMF \ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. / S_82_°4,3'3(Y'W 55.2 ' 49.05' \ ot CMF CMF .. .... I --� 4 ` DB T I b03'LP p�^ \ A. NI Lot 3 1 Lot 1 G h/l R O 2u26 N 1 ` I,'IAR �+ I Lot 2Izu / o 3 0 r) a :-• 1 c:y DW OWTS O\ 1 , N4 � a k. ' Wm I I A N it 8 V) \ HOWARD W.YOUNG,N.Y.S.L.S.NO,45893 1 Lot 4 l e N89 o50T 30u W \ 1 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 1 I p CE 18_3__ 6.000 S L V 26.9'BF T A O L U L I I L w 8_2,wsF CMF S00°09'30"WE ,- 0- \ SURVEY FOR 1 l 0 15.00' L. a} \\ O 1 1 0 Of") 1 STORY Y 311' `� N ii \ p MICHELE GLOVER & FRAME HOUSE Q FRAME Lo U_ vl \ o v O 3 CMF PUMP 1 O SANITARY MEASUREMENTS ` ` 1 S IPF a HOUSE o ;\ \O ROBERT GLOVER z O E A B \ 'S� _ I TPROPANEANK FrLL 13 2 w,. 589°50'30"E ; \ at Mattituck, Town of Southold OWTS 32' 46' 5 p4'30"F\ 9L__ W �3•b'� 6.00 \ \ Suffolk County, New York LPl 44' 48' DECK N C C,) \ N LP2 48' 54' 14p p\ , ` .9' 1 L0 O �; \ FINAL SURVEY oN \ ` �o 0 .�O\ CMF 5Q z9, ` 1g' 1 County Tax Map District 1000 Section 99 Block 03 Lot 11.18 o pOP N75o04'3Or,1i, RcS \\ \ FIELD SURVEY COMPLETED DEC.01,2026 `' MAP PREPARED MAR.02,2026 J LEGEND wAT6R` _. 00t' „ ti \ 5p \ 1 BMAZ _._ ` \ o' ; - Record of Revisions q "� \ 10.29; REVISION CMF =CONCRETE MONUMENT FOUND B� �-" 15.18' DATE CM5 =CONCRETE MONUMENT SET ' - \ /q CN GMF 58 °36'Op W EOP =EDGE OF PAVEMENT IPF =IRON PIPE FOUND RCF =REBAR&CAP FOUND RCS =REBAR&CAP SET \ , g WSF =WOOD STAKE FOUND WSS = WOOD STAKE SET a WV =WATER VALVE m =UTILITY POLE 1 \ • =END OF DIRECTION/DISTANCE \ , ` 30 0 15 30 60 90 Scale: 1" = 30' JOB NO.2025-0039 DWG. 2025_0039_fs 1 OF 1 400 Ostrander Avenue,Riverhead,New York IMOI tel.651.727.2505 fax.651.727.0144 adm"youngenginocring.com i N Ln P \ Lot 9- _\\ - Howard Young,Land Surveyor m Thomas G.Wolpart,ProPo5esskmal Engineer - _ Douglas Adams,Professional Engineer t ecologist e Z I �82°43'30_"E-� Right of Way os d"c bed ` =� Daniel A Weaver,Land Surveyor $ Lot 8 �- `�°�---- 29.97' \ in L.7541 cp. r 2 0' 9°S •' p�° SITE DATA N82°43'30E AREA=6,347 5Q.FT.' w w i -- �-'-- 76.13' W 1 \ i 1 \ 582°43'30" \ *LOT NUMBERS,RIGHT OF WAY d PARK d RECREATION AREAS REFER TO 1 SURVEY FOR MATTITUCK INVERSTORS LAST DATED JULY 19,1988. $ 11 11 p 1 ; ; ` VERTICAL DATUM =NAVO(1988) ' t \ 1 1 f Lot 7 tl ll ' oI 1 1 Z p a 1 ll ,1 g '-.1 ip❑' iN T a 1 ' 1 S1 =1 \O 1 Area Park6RearB6ton i 1 1 3 I \ \ 1 1 II a \ I 1 \r ' \m p Lot 6 1 a 1' I tin or formerly t$ Owners Assoc.Inc. it t I , \ 1 Beach Nome l ++» 11 •o 'I NI t 1 a• 1 o 5j5°I 1 07 11 i 1` 11oI \ N�597'. _ �2j400E . \ Lot 5 '1� ; Pm k 8 RAreea an --W_ i `I SURVEYOR'S�CERTIFICATION --- - \l `WE HEREBY CERTIFY TO MICHELE GLOVER & ROBERT ill 1` -- -r-�--- cribed in L.7541 cP.16 \� _ .-_ - G L13VERTHAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE.. 7 ' -- of1V,Iay os d -- _ \ cMF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 1 icMF Rig Ng°43 30° a ; 1 ASSOCIAT20M OF PROFESSIONAL LAND SURVEYORS. I MF 58 '3030"W 5561E 49.05' ; .1 40.24' i J LP Ipz LP \ - na, \ D I Lot 3 i1 Lot 1 u;\ £ 1 N y�e�QRD W k�,1 O H I Lottqo7z��1 f M I rc 1 i '1 aW OWTS a, �; 1 B Y u1 u \ HOWARD W.YOUNG,N.Y.S.L.S.N0.45893S 45893 N89 50'30"W i ' Lot 4 - E c 1 - 1 1 DANIEL A.WEAVER,N.Y.S. I I O V 269']mot 1&3_ - 6.00 '500 L i + a z'WSF c6 F '09 3V VV 0 1 h w e, a \ a \ SURVEY FOR e p 15.00' o` a t \ y t O ' FRAME N MICHELE GLOVER & SANITARY MEASUREMENTS $ , "SE 0 a o \N ROBERT GLOVER A B `' ,` A Z 589°50'30"E 1\ \1 at Mattituck,Town of Southold W FnL TAW IlL �z N owns 32' 46' 9 13.6- 6.00' \ I Suffolk County,New York LPI 44 48' "' woo6 DEcx \ g rn 1 LP2 48' !A' ry- ze9' ( '+70 �1 �, FINAL SURVEY 1 50.z9, g County Tax Map Distriot 1000 soaio" 99 Block 03 Lot 11.18 1 i ' Epp NJ5 04'3p,, Ras ; \ FIELD SURVEY COMPLETED DEC.01,2026 w IV75° \ MAP PREPARED MAR 02,2026 LEGEND _°?'3p+W 1\ I Record of Revisions 0. CMF =CONCRETE MONUMENT FOUND e w 1548 � REVISION DATE CM5 =CONCRETE MONUMENT SET \ EACH �Q eMf 5 -36' W i EOP =EDGE OF PAVEMENT IPF =IRON PIPE FOUND _ RCF =REBAR 6 CAP FOUND { RCS =REBAR 6 CAP SET WSF =WOOD STAKE FOUND W55 =WOOD STAKE SET i WV =WATER VALVE S 10, =UTILITY POLE 30 0 15 30 60 90 i • =END OF DIRECTION(DISTANCE �� Scale:1"= 30' JOB NO.2025-0039 DWG.2025_0039_fs 1 OF 1 J i i 70 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '' �� 1; � a. APPROVAL OF CONSTRUCTED WORKS FOR q _'2 t` C/ o i v j'r `\ ASINGLE FAMILY RESIDENCE 4„D,26 R-24-1124 APR 1 5 2026 c U) Date H.S. Ref. No. o _ 7 o The sewage disposal and water supply facilities at this location have been �.' ! c a z 5 inspected and/or certified by this Department or other agencies and found 2 x ;N 0 0 °"co to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. BAILIE BEACH HOME y o M Y OPRIERS ASSOCIATION INS. C N ci to LO (VACANT WITHIN I50'OF Q O d lY / SUBJECT PROPERTY LINES) JO''. THAN PAI, P.E.,CHIEF - n I B�ERLB6IAN BLOCK 4505' —f P Office of Wastewater Management m EL.=I0.5' D 2,43'30°FI —/TEST HOLE \ _ EL. ' /-\15PAGE FORI I 11 ll SPADE I 5'6 3' T DI^E:LLIN6 W _ n �I I/l 19$p 3 \ E.P j I U — PUBLIC / I EP. r1 TER r TRAFFIC BEARING I IO'-i:.OE E H'ox3' (D W/HEAVY DUN j R.O.W. L.P. 5'9x3, CAST IRON COVER I II I, L.P. 1 INSTALLED V -}p, B'mx3' I H'mx3�. H'mz3' L.P. 1 LP. `�• L.P. / / I SPARE\ U FOR I D �_EP_—C I I •�/J a I i0 HGRAVEL � I j PARKING / AREA PA. _ ,BILCA PAVERS / (DOOR j (-20H 5.F) 7/ 10 I 1uU� o I I I-STORY >O A 1 ADDITION W O L I / PRIVATE DI E PRIVAT w/ I BASEMENT O O WELL WATER ', n 6.00' n_ SH9°5030'W I I 1-STORY WD.FR. 5H9,50301E f t) DWELLING W DWELLING W BASEMENT Q l/ PRIVATE (2 BEDROOM5) w WELL WATER I F.P.EL,15.4' Z. I �- UTILITY DWELLING N/ N c POLE PUBLIC i0 WATER o o I$� i I J i/ _��YLLL I L.P.FUEL TANKS j/ � I PROJECT: m 1 � `WOOD DECK\; j I GLOVER $I SEPTIC (so•��ro G� .I PALL � � I . OF,y-"�iROM RT coRo'go PROPE�NFR \ 1300 BAILIE BEACH ROAD \ MATTITUCK,N.Y.11952 / \ V, la I �\ m gyp. ` DRAWING TITLE: urwTY POLE e � Flop o OVERHEAD ELEC.WIRES s ' Ms` NOTES .3• w zc.'O� SITE INFORMATION SUFFOLK GOUNTY HEALTH DEPARTMENT APPROVAL SITE PLAN EL mH2O H:S. REFERENCE NO.: R-24-1124 \ - �-___ ``��4• ` \ \�\_ PAGE: \ - - : 1 IIISTANGES TO SEPTIC SYSTEM GOMPONEMS \ \' - w` R~AWN (METER ` ` V -101.01 (MEASURED FROM BUILDING CORNERS) '� 6 A --�-�\ � rL SYSTEM COMPONENT CORNER'A' CORNER'B' 'C'-FUJICLEAN GEN5 I/A OWT5 32.0' _ C H R p A 1D°-[21&Vx3'EFFECTIVE DEPTH L.P. 44.0' 4H.0' - -`- °E°-[31 H'm.B'EFFECTIVE DEPTH L.P. 45.0' FDA MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON SEPTEMBER], !v O-NOJc2ATE WAVE ARTION µ 2025 BY NDS PLUMBING!HEATING. - - 9 LINE of "� °Ro PROJECT/ZONING DATA M A T T r 7-U k TIDAL ETLAN)5 TAX MAP o I000-99-03-II.IH I G R E E k ` O 5 10 20 30 40 50 9). 037405 yO�r F IF NEN ZONING DISTRICT R-40 NON-CONFORMING SITE PLAN ` GRAPHIC SCALE _ a e 6 LOT OOVERAGE eOUTHOLD TOWN CrQPE 2P 0-124-- TAX MAP# 1000-qq-03-I1.18 z r 3 DESCRIPTION(FOOTPRINT) AREA CO R T ZONING DISTRICT R-40 NON-CONFORMING F=`a N U pEd F I z TOTAL LOT AREA _ 6,346 LOT AREA`' 0.I ACRES S.F. GofO -ADDITION 3 FOUNDATION J =J EXISTING DWELLING -M5.0 S.F. 12.2% TO EXIST.SINGLE FAMILY #ZI95-Tb;DECEMBER IggO W w J r z DWELLING � EXISTING FRONT WOOD DECK 555.0 S.F. 5.2% m a a w CoPO-EXISTIN6 DECK r Y O Eztw PROP-PAVER PROPOSED DWELLING ADDITIONS 345.0 S.F. 6.2% ADDITION TO 51N6LE FAMILY �Z20I20;JULY Iggl z-,o a m PROPOSED 68o WALKWAY; DWELLING a w a S.F.ASPHALT APPROX.206 S.F. PROPOSED FRONT WOOD DECK c $ a w= PARKING AREA I ADDITION 42.0 S.F. O."I% CofO-ADDITION TO EXISTING 1 >kZ2T039;APRIL 2000 . SINGLE FAMILY DWELLING s a p z p 3 TOTAL AREA OF ALL STRUCTURES 1545.0 S.F. 24.3% N a.,�o= a EXI5TIN6 LOT 0OVERA6E = 18.&% VARIANCE APPROVAL PENDING U N¢S c 3 O W O N p m FEMA FLOOD ZONE AE X a a x=&m 1% I MAXIMUM LOT COVERAGE ALLOWED: 20% F m a s=LL SUFFOLK COUNTY HD APPROVAL PENDING 2 BEDROOM w z a z a p F _ _ O W Q w EXISTIN6^ ^TEXISTIN6 m=r o °w= F rp'rn W HABITABLE 6R055 W a o Y I SPACE AREA r QQ o a a ? aZUp(7---- � `- -- m FIRST FLOOR AREA ?20 S.F. ?74 S.F. N s��eo p AREA TOTALS '120.0 S.F. ?74.0 S.F. f o r O p a p 4 } I PROPOSED PROPOSED O HABITABLE GROSS PROPOSED n SPACE AREA BILGO DOOR N W p X FIRST FLOOR AREA 1,060 S.F. 1,125 S.F. L 70 PROPOSED I -------- I v AREA TOTALS 1,060.0 S.F. 1,125 S.F. _ STORY ADDITION --- ------- -- 00 ' EXIST.WOOD ^r DECK TO BE I4.4' SOUTHOLD TOWN S.Q.DB.-280 20"i-( jflj"`" - - 4-) REMOVED 6.0' LOT SIZE 6,B4b.I S.F. ALLOWABLE TOTAL SSq°5050"E GFA GFA C EXIST.BILGO v (a)LOTS CONTAINING UP TO U TO REMOVED ED I m -c's DE �I500*0450"W 10,000 S.F. " "ARe � �' ai I 6.0' ALLOWABLE S.F. 2,I00.0 S.F. 2,I00.0 S.F. I,I25 S.F. (a) AG< 589°50'30°E ✓ °p�� �� rt } ZONING REGULATIONS 12WELUNG w U EXIST. I g SOUTHOLD TOWN GOD1*2&O=124, - _ SHED EXISTIN6 SHED TO EXIST. PROPOSED COMPLIES z EXIST I STORY BE REMOVED DWELLING; __ ®,� y I PROPOSED �` - c 51DE YARD MIN.FRONT YARD 55.0' 15.51 11.01 NO' RECONSTRUCTION 9A 2.4' Iq.o' MIN.SIDE YARD 10.0' 15.51 14.4' YES G L3' RoFT MIN.COMBINED Z Q N EXIST WOOD DECK TO BE `BARD SE-?ASK 25.0' I'I.q' I6.8' NO• O REPLACED,PROPOSED WOOD SIDE YARDS DECK TO BE DETACHED MIN. REAR YARD 35.0' '1I.1' 56.3' YE5 U = c•1 \ FROM HOUSE I W C.) Q >: MAXIMUM HEIGHT 55.0' 14.4' 117.0' YES O m Z 15S Lij ' J V) W 1 EXI5TIN6 NON-CONFORMING Z J Q U m �= p PROPOSED WOOD n p 0 DECK ADDITION I 1� LLI o Cildg Dept coat from Z6!1 Final reviet'l do u \,ZoNF O mint6 SITE LAYOUT NOTES: d 9a� e°".;'�� +s- N \ x Z6A Flie ��� I. THI5 15 AN ARCHITECT'S SITE PLAN * IS f `p w` °� o k. 0 °O4` ZONE AF@g@ O/ / SUBSURVEYJECT THE VERIFICATION INFORMATION A LICENSED / -�y F/! " 4 0 \ \ REPRESENTED ON THIS SITE PLAN 15 TO THE + ' I y"sa ARCHITECT'S BEST OF KNOWLEDGE. \ 2.SURVEY INFOKMATION WAS OBTAINED r"I i `` '4 8 Z,g 50-2 `\ FROM'A SURVEY DATED AUGUST 21,2025 5 4} s �r G H R O 9' \ AND PREPARED BY: e O EXIST. q KENNETH M.WOYGHUK W.M. PROPOSED SITE f=L LAND SURVEYING,PLLG PO BOX 155 AGUE5000E,N.Y. 11151 �pN- � SCALE: I" = IO'-O" �� tie < 0 TELEPHONE: (631)2q8 1588 �- o a OENERAL SYMSOL KEY: y Z W Q Y Exlsnrrs TO REMAIN I8V FOUNDATION WALL z m W o O O W 3 zxQ U ~/N W W J W W OF=Q PROPOSED PROPOSED �rmma PROP. BILGO DOOR MUDROOM O'-O" m w>z a 8'-8"ter O s z w GL' PROPOSED --- Z U o Q b'i S.F. - �a�lm++'Q rt--------- ' o i a Q w x 14 S.F. COVERED lull IL N PORCH _ € Zo.w� -------- �_`_ _" H i�zZ3 Imo Q iii iii � o a PROPOSED III Q W&Soa BEDROOM EXIST. u a¢w Q 152 S.F. I �- M � Q iii EXIST. WOOD iii rr--- $ILGO a s=x¢m AµT� 1y1 mr-sorn to - O II DECK 11 II 11 " z a Z Q LO 100 S.F. iii i Ii i i H w k Z� Z �)Q 3ZZ .�N � � T III iii ii ii it OOSHO Illll I III I W =2 W m 0 • R____r_____ __________---_-____ ----,r------s= -----�r- -- w w 3 a a 4'-O" z I --- N wN J 2 o I-`r— ---- a x w m m o I I I I s-. I � fOOaU EX15T. EXIST. ' O ' BE -- -b" T -II" BEDROOM BEDROOM 96 S.F. I : BATHROOM m BEDROOM IIb S.F. L BATHROOM PROPOSED PROPOSED W ' -1r---------, R, If X 152 5.F. 10"f S.F. � ^ 11 ` — II C ,ryl '� 91 (1) W J Lt _ J o Loam � � I MODIFIED =XIST.y I I BUILT-INS ' KITCHEN Gam. EXIST. jL-J III KITCHEN I — 2a0 S.F. Q v� d1 X p LJ F EXIST. LIVING I QL CD w � I �1= _� 7 ROOM �;k,r I IGr --- .I_..._ J LS.L. 1=�' P I II I 131 S.F. 0 - m 'Hjj Ill T III � CATHEDRALI r m i- ii "�I'.'r - - - �9 CEILING m �� IN ii `\ iiir------j MODIFIED r'- - r— IIIL______al F �I LIVINO ROOM -- --_�--- �--- ------ '# LJ 190 S.F. 27'-2.. II II If I1 II it Z Q N EXIST. WOOD II - O rn DECK U = � 2l'-2" 323 S.F. W m U DEC< TO BE DETACHED ;I > w Z FROM HOUSE;PROPOSED •______ ____ II O.O N w Y co FOOTIN55 WITHOUT HOUSE _ -�________<__ _ Z D 0 -■--_________ ;I .p LEDGER O W co N - MODIFIED WOOD DECK LL M 36s S.F. EXISTING FIRST FLOOR DEMOLITION PLAN o TI4 S.F. DWELLING GROSS AREA SCALE: va° r-o^ � °{ �� °`� o %, ; 0 PROPOSED FIRST FLOOR PLAN Bldg Dept cagy from Z81 t4i I _. I x : va°=r-o° Final reviewed doc�urnanis hl 3�� I v 1,128 S.F. Mk OR055 AREA ZSA FII - N Date: '`' t __�` - s„ �• a`'L r o a Z W gx pl W O zt w3 oZ=.� a Y'_I N W W OZwjx LL;xar W pw��a ��Qma mwagr wz O x i Ji. 2�0�Vl c aa xzOW E< z O IS W 2 y > z 3 o zw2ya U O w O N p 'a ax2�m :n a Rwa2.-1 z Q W Q 0 - O z G z U a OLL~W~pNU W Z S Z H H Q O Z.0 a � z¢pp� p awaWu / \ a U rc o ��aoa a 1 0¢o � 1_00 a U W L / \ J 15' 51DE YARD FRONT Y'ARD—,,., U :3 5ETBACK SETBACK (2) m L IL I IIIIIIIIIIIIIII lill Hill L 11 1 c z III III Hill III I I I Q a a w O Orn X SOUTH ELEVATION FRONT' EAST ELEVATION RIGHT SIDE � .� SCALE: I/b" _ III SCALE. I/b'=VI W :D > w } z C'3 Z w Vm �_ LLI O a I a M 2 n. a beet cupy from ZSA rvfawed documents D�Dot%, 5 : O in a. 6 N z N �Y C F wm a° 0z-¢ OZMx UQQ�f/1 Q J¢Q W W I �F�ma \ mWagw f- zo�oz-w z O- Q w N zo �Q _ =ax Q Na¢wQ FRONT YARD < a==gym SETBACK a w F za o wQo zkz� o z W� =Q Q Q wNaOa �oinMQ 0� �0u 19 �0 w 70 v a (a) m LL�NORTH ELEVATION (REAR) WE5T ELEVATION (LEFT SIDE) — � C E SC : I/e°= V-o° L CD Q E5 (D � Q a Z O o0) wM _ Z > � WZ �o �N N W Z n PROPOSED Q w U O Q RECONSTRUCTION W M t 117 o � M GVRG4DE `� '��� ,p ar. y `� EXIST. ���� o CRAWLSPACE `t `r, �' Bldg Dept copy from ZBA <t ( rt rs i 7_BA File Final ' w oc is PROPOSED SECTION `' zs sc�E: va°= r-o° Data: l I / ' = 0 A,.— . a al � N z W Q y rwa¢ m w o 00.—. !n N C W UQ �Vl oJ¢Q� J mg op ¢ J J yyi Q N o =aQwx F z p 0, S \ � O p ¢ w¢N p 15' 51 DE YARD c w =o SETBACK i RONT YARD SETBACK w 4 z a?a o F cz zt � Q COi � O W¢T - 3zz x ow5OW =Z w ¢w�ao ZMO" 05 aNQ�u m O FEFEFE FBI. 4-j FE ME N m - - -- - - -- - +' + EXISTING SOUTH ELEVATION (FRONT) EXISTING WE5T ELEVATION (LEFT SIDE) 51-ALE: I/V= 1'-0" SCALE. I/W= V-O" Q Cn � Q Q FRONT YARD 5ETBAGK Bldg epi copy Erem Z$r1 U CD Final reviewed documents > w z ZBA File# 79S Data' d / N w Y ❑❑ �❑ kmigi O a O zLU -- it - M 0 a. (REAR) EVATION EXISTING NORTH E <r �° EXISTING EAST ELEVATION (RIGHT SIDE) L �y LO SCALE. 1/6" _ P-O" SCALE. I/V _ P-O" �' tl f, Q 0 CNI �40b 0 m c a� W 4a.05 rt r ae rya r x r 1000-99-05-11.15 EL.=Ios' Nee°� E 1 SOUTHOLDTOWN rGODEB0�124 r „u TAX MAP DESCRIPTION(FOOTPRINT) AREA % LOT ZONING DISTRICT R-40 NON-CONFORMING a w o COVERAGE N EXIST. TOTAL LOT AREA LOT AREA 0.1 ACRES 0'-WID-NID E R.O.W. 6 34b.1 l S.F. o o w F CofO - ADDITION b FOUNDATION o w z 1 _ #ZI9576;DECEMBER 1990 a W s EXISTING DWELLING 775 S.F. 12.2% TO EXIST.SINGLE FAMILY >> m a DWELLING EXISTING FRONT WOOD DECK 555 S.F. 5.2% c mF a 5 W GofO -EXISTING DECK ADDITION TO SINGLE FAMILY #Z20120;JULY 1491 = PROPOSED DWELLING ADDITIONS 595 S.F. 6.2% DWELLING a W z g =a Q W x I PROPOSED FRONT WOOD DECK 42 S.F. 0.7% GofO - ADDITION TO EXISTING ADDITION #Z27039;APRIL 2000 N z o¢o s SINGLE FAMILY DWELLING TOTAL AREA OF ALL STRUCTURES 1,545 S.F. 24.5% z- VARIANCE APPROVAL GRANT#7952; 10/21/24 LL °o S=3 1P EXISTING LOT COVERAGE = I5.6% z ' -R s , �aoNa - 5.F.----- ui FEMA FLOOD ZONES X < o A55PHA4T i �� I MAXIMUM LOT COVERAGE ALLOWED: 20% � Ln PARKINS dry 4 BEDROOM; W i z a w Q o ARE _ ��� O t SUFFOLK COUNTY HD APPROVAL R 24-11242 PROP. a o z z Iive _ 7 z m o o=3ao �XI LLo��� �� EXISTING EXISTING W o w+� w i I HABITABLE GRO55 W W=a o p azr 1 ���� SPACE AREA F z"r o a a Q0 JAN L--L- IW m FIRST FLOOR AREA 720 S.F. 774 S.F. a a z S Lu aoa BILGO J Appeals AREA TOTALS 720.0 S.F. -M4.0 S.F. o li o o o a 0 a DOOR I Zoning Board of HABITABLE PROPOSED SROSED SPACE AREA FIRST FLOOR AREA 1,060 S.F. 1,125 S.F. L- 1 A G 0 I I g AREA TOTALS 1,060.0 S.F. 1,125 S.F. U I PROP.I-STORY 10'SIDE p ADDITION R O a YARD `_- ..... BASEMENT V 5ETBAC SOUTHOLD TOWN GODEE..2b0-4�6 2&0124 M _ ,.; .- I 14.4' EXIST.WOOD 6.00, ALLOWABLE TOTAL DECK TO BE SH4'So30°W LOT 51ZE 6346.1 S.F. GFA GFA C REMOVED 1 12b'EXIST.BI 3 �' (a) LOTS CONTAINING UP TO � ENTRANCE T I I.O �OQ\� 10,000 S.F. BE REM F-10'SIDE m 2,100.0 5.F. 2,100.0 S.F. 1,128 S.F. \ I YARD O ALLOWABLE S.F. ^ `N \ SETBACK 6.00, LJ PROP.RECONSTRUCTION SB9°5030"E CC of I-ST Y WD.FR. ——— ZONING R,E6ULATIONS DWELLING: G D' INS BASEMENT (2 B OMS) O - \ REMOVE m SOUTHOLD TOWN GORE'280-124� �y Q 1in . II EXIST. I I EXIST. CODE EXIST. PROPOSED COMPLIES UTILIPOLE MIN. FRONT YARD 55.0' I525' 11.0' NON 10'SIDE 1 1 D 'SETBACK MIN.SIDE YARD 10.0 12b' 12.6' YES 2.4' - 19.0 Z Q N w \ 55'FRONT MIN.COMBINED 25.0' 15.0' 15.0' NO' O � EXIST V4000 DECK TO BE YARD SETBACK SIDE YARDS g REPLACED;PROP05W 15 V � 1 sYNTHETIG DECK TO BE MIN.REAR YARD 55.0' 71.1' 55.3' YES ED O DETACHED FROM HOUSE \ 1 > ♦x w ix Oz \ MAXIMUM HEIGHT 35.0' 14.4' 17.0' YES O H m Z J N w_ Y Z J � \ *EXISTING NON-CONFORMING O PROPOSED WDOD n �\ O DECK ADDITION \ 16 Q SITE LAYOUT NOTES: O R� I. THIS 15 AN ARCHITECT'5 51TE PLAN d 15 ;. , w i\ F�00p O SUBJECT TO VERIFICATION BY A LICENSED 1 " '6F, Z� a o F qq 2pNE X ® �����r V f ��rp��Otl//�/1L SURVEYOR. THE INFORMATION i °o` 1//' REPRESENTED ON THIS SITE PLAN IS TO THE I`: ARCHITECT'S BEST OF KNOWLEDGE. Dated 2.SURVEY INFORMATION WAS OBTAINED EL.-8.o' FROM A SURVEY DATED AUGUST 21,2023; O \ Sp��9, MOST RECENTLY REVISED ON MAY 21,2024 p, { AND PREPARED BY: �" t FXISr. / EXIST. _ KENNETH M.WOYGHUK t° 0 Q r ,N I MWATER ETER LAND SURVEYING,PLLG PROPOSED 51 TE PLAN P.O.BOX I53 " "F Lu W ACdUEB06UE,NY 11931 = TELEPHONE: (63U 298-1588 a o a N SCALE: I" 10'-O" W Q N C ENERAL SYMBOL KEY: Z m a 3 oz�Q r=l EXISTING TO REMAIN NEN FOUNDATION KALL a N N W NEW WOOD FRAME -uoi ZO z v { U Q V d W C p J 0=E K W W r Y > Z. PROPOSED O'-0 o m=>3 w O=Z J I= 2U O QN PROP. MUDROOM -5'-8"--q Q w PROPOSED �' a =1`W=_ nr----------1n N > m N Q p 14 S.F. COVERED �L_________;0 4 r O LL 6.W S m a aoZ3 PORCH ----------i =- Z iii iii o ¢ LL oaF�c°i � 3 w aWi a�w a PROPOSED _ ill EX15T. a W o w O0. BEDROOM J ;;; BILGO < = m W p EXIST. WOOD < L Z< rLL 152 S.F. I t Mi� 1 DECK i rr== z Q w Z o 1 III III I II G a ? V Z k Z r f(1 11 100 S.F. i ii o E m w¢E y - m III I I II 111 III II II II 1 =rQo Z f 1 III Iii I I II I I I I LL w�r r = 0 r III III I I I I I I I I O F N Iy Q W Q O Q __________-- lil N W Q d r------- azU�m PROPOSED ----------------I+I.I a p I BEDROOM EXIST. ;! EXIST. I O r = BEDROOM BEDROOM --J EXIST. J 152 S.F. T l 1 / \ 1 �i 1I6 S.F. 'I6 S.F. ;; / $ATHRODM Q� PROPOSED -6" o -II" ATTIC to I___________, T ` BATHROOM II 66 S.F.I I � I ,,-Fr---------'I I i ii II n rr LL-T JI ---�-I�----y — II c)) _____- IILL II \ _JI II i II `^v^ •�m I II 000 I � 1 W lJJ f EXIST. a •d U o �e, I . I� MODIFIED GL. '�II L EXIST. II KITCHEN KITCHEN iL-J In J ui Q I'10 S.F. N �4'-O" 280 S.F. EXIST. LIVING „I 0 d�x ROOMe�_,„ 151 S.F. III Jnl rI------ ,I MODIFIEDr-_€--_ ___ --_€--- --- ----- ---€--_�-__ ------ LIVING ROOM 1410 S.F. 9 F - Z N Lo-� EXIST. WOOD III ;� O rn g DECK U 323 S.F. ' > W Z 0 DECK TO BE DETACHED C F- m FROM HOU5E;PROP05ED __________ w Y FOOTIN65 W QITHOUT HOUSE �____ - 0 Z -�--- .D LEDGER 2" __'_______________{ ~ W � N MODIFIED Q WOOD DECK EXISTING FIRST FLOOR DEMOLITION PLAN o 365 S.F. e� � ® �� o SCALE: Va•= I'-O" -M4 S.F. DWELLING OR055 AREA s d � —a N PROPOSED FIRST FLOOR PLAN SCALE: 1/8•= I'-0° 1 f7`"(/ ;; E;f*;. N t 1,128 S.F. DWELLING GROSS AREA aS � w w o a Q W t m W O FO Z W Q 7 J J Yl UZJ UN O LL J O=J a W W J r Z. K > w�cr W C..R N m a Q K o 10 1. w x m Z�o¢:n f J Q W N z o QaZo= U W x Q� FF Q}O}�Oj m a >F Z= Z i 2 w O W Q o Q u oaF�cai o o o o3 _ N a � O W N Q 2 ¢ K�jO pf Q U u1 �W Qxei y g o Z k?U Q N a ow3ZZ 0 O W O O W W~x Z F ¢�Z„rao w zzoaxa G garw= j N N INV aZu U� r ti N W fJ Y _� OFi U W I n d O LL W FRONT YARD U 5ETBACK m _ —N + 4 —- — — -- — -- -- -. ---..-- -- •— I II W W I , Z Z Q _ � o -I � ILILtu o Itu o a OEM a a — O oC4 SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT SIDE) = CD _ -0" SCALE: I/8°= I'-0" j w 5GALE: 1/6 Z O 00 J N ua Y Z = � w m � oQ M a � CAN gel DE MINIMUS APPROVAL Dated 1 aS ���'� ^R W Q N N Y �00WO F O O w 3 zXQ _ U C O Z W= .N-1 UQQ�12 R �F0,ma 5ii m w a g m W Is S Z J w m z Q U gin z aazox o Q x�QLL S a a Z O¢p z0 z z LL zwo_a \ 0 6 O i Q U w0IL_o3 R O W O N Q FRONT YARD c 6T 'M. M,o m SETBACK L z N Jm N zaa Rwz<o z z z N W k Q U z 2 Z o i N.o a a a o" c g a r w x d Z U �o 00 z LIJLLL i -C) w 4-j - a U :D OR _ a � m NORTH ELEVATION (REAR) WEST ELEVATION (LEFT 51DE) U C 5GALE: 115" _ 1'-0" SCALE: I/5" � p Q Z Q N O oLo C~.> V aT-1 W w > Ix mZ 00 �F Z Jv dJ rX V m PROPOSED 0. W W p RECON5TRUCTION o IX M GRADE e"O � n, EXIST. ORAWLSFACE l FROQ05ED 5ECTION ®E MINIMUS APPROVALcm Dated 1 1 ,ZSFm a No a a N _ Z N �mao o0= �Jr U U Z J S O LL J�a r J J 6 pW OISZ z?�ma x m z�o�N f �a�Wa Z � aaZpx Q F pLLOySjU m a :�ne QyypLLp y Q W z r Z 2 2 ¢ u O W p W a $ Q 2 ONSO N G 15' 51DE YARD FRONT YARD m ? a LL U N W x N SETBACK w N m a Z a Z=p SETBACK a Z K Z U N U p W?J Z Z ¢xrQo Op�rF LL w O N W \ W r x Z aw�'ao \ z¢oaa y N U' IL FE MDD I o _ o +-' - U � N M + EXISTING SOUTH ELEVATION (FRONT) EXISTING WEST ELEVATION (LEFT SIDE) SALE; ve"= r-O" L- 0) SCALE: ve" = 1.-0. — C) Q z aN _ O oLn er -- _ -- — —— > w Z-- z 0 N w_ Y EFIII Ll Z co co � oa � W � o J CAI Q e'I A a. o IN EXISTING EAST ELEVATION (RIGHT SIDE) EXISTING NORTH ELEVATION (REAR) ' ` Lo i4 �E �� i �'a SCALE: r-o° SCALE: I/8" = 1'-0" ^DE M1 t i Noted � � as l W W Generated by REScheck-Web Software Compliance Certificate Project 1300 Bailie Beach Rd Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 1,128 ft2 Glazing Area 27% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1300 Bailie Beach Rd Mattituck, NY 11952 Compliance: . UA trade-off, Compliance: 8.9%Better Than Code Maximum UA: 246 Your UA: 224 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 469 49.0 0.0 0.026 0.026 11 11 Skylights: Wood Frame 45 0.550 0.550 25 25 SHGC: 0.55 Vaulted Ceiling: Cathedral Ceiling 956 49.0 0.0 0.022 0.026 20 24 Skylights: Wood Frame 45 0.550 0.550 25 25 SHGC: 0.78 South Wall: Wood Frame, 16" D.C. 291 21.0 0.0 0.057 0.060 6 7 Orientation: Front Front Door: Solid Door (under 50%glazing) 20 0.200 0.320 4 6 Orientation: Front Window 2: Wood Frame SHGC: 0.32 81 0.280 0.320 23 26 Orientation: Front Project Title: 1300 Bailie Beach Rd Report date: 10/22/24 Data filename: Page 1 of 2 Prop.Gross:Area Cavity Cont. Prop. Req. Perimeter Window 2:Wood Frame SHGC: 0.32 81 0.280 0.320 23 26 Orientation: Front North Wall: Wood Frame, 16" o.c. 217 21.0 0.0 0.057 0.060 11 11 Orientation: Back North Windows: Wood Frame SHGC: 0.32 32 0.280 0.320 9 10 Orientation: Back West Wall:Wood Frame, 16" o.c. 332 21.0 0.0 0.057 0.060 14 15 Orientation: Left side West Windows: Wood Frame SHGC: 0.32 79 0.280 0.320 22 25 Orientation: Left side East Wall:Wood Frame, 16" o.c. 332 21.0 0.0 0.057 0.060 15 16 Orientation: Right side Side Door:Solid Door(under 50% glazing) 20 0.200 0.320 4 6 Orientation: Right side East Windows: Wood Frame SHGC: 0.32 41 0.280 0.320 12 13 Orientation: Right side . Compliance Statement: The proposed building design described here is t with the building plans, specifications, and other calculations submitted with the permit application.The proposed bull signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato ems d in the REScheck Inspection Checklist. �Q"�e- ��m Matthew Wynne, Certified HERS Rater 10-22-2024 Name-Title Sig a ure 221453 Date �TQTFOF NE`N�O�`F.' Project Title: 1300 Bailie Beach Rd Report date: 10/22/24 Data filename: Page 2 of 2 IR goad APPROVED AS NOTED COMPLY WITH ALL CODES OF DA E.a-�,-a s B,P# 51 le 14 NEW YORK STATE a TOWN CODES S REQUIRED AND CONDITIONS OF FEE J,a 7a•J50 BY 7q 5a 9a1AI0tDTWIMA 16-17-d4 NOTIFY BUILDING DEPARTMENT AT .� .. �� 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING I r q,21 INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL MEETTHE ON LEAD CONTENT BEFORE REQUIREMENTS OF THE CODES OF NEW CERTIFICATE OF OCCUPANCY YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED PLUMBING :,ALL_PLUMBING..WASTE &,WATER LINES NEED TRUSSPLACARDING REQUIRED TE$TING BEFORE COVERING Blower door FLOOD on AE- I D and ductwork �... testing required. COMPLY WMi CHAPTER"46" ` FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODER Must provide Manuals D,J and S 86 per NYS Energy-.Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE Mechanical Ventilation system shall be required per NYS Energy Cods ZONING REGULATIONS DWELLING SOUTHOLD TOWN GODS 280-124 t a 7\ GORE EXIST. PROPOSED COMPLIES +A ED L ,� F� � Q ' i, Ntb4i �) MIN. FRONT YARD 55.0' 15.51 11.0' NO* "` ui Li J (B MIN. SIDE YARD 10.0' 12.6' 12.6' YES M Q a-' N MIN. COMBINED 25.0' I5.0' I5.0' NO* C L) 51 DE YARDS O MIN. REAR YARD 35.0' 71.1' 58.3' YES O BAILIE BEACH HOME MAXIMUM HEIGHT 35.0' 14.4' 17.0' YES ; N z p OWNERS ASSOCIATION INC. i IFAOE .� V GAN WITHIN 150 OF NA CANT EXISTING NON CONFORMING U SUBJECT PROPERTY LINES) )( N O I f' C�-001 ,0O PROJECT LOCATION & SCOPE 4 N LO _ cu 4a 05 - SITE PLAN & ZONING DATA < a O EL.=12.0' EL.-10.3 N82°43'3O E ..---� .",�..,� ,,` ... ". _ . .... • J. ..; . . -OO2 OO GENERAL NOTES F 1 ^ t ENERGY TABLE cv ExIST. - \ SITE PLAN HATCH KEY: STRUCTURAL DESIGN CHARTS I I PROPOSED BUILDING ADDITION I i �• PROPOSED ACCESSORY STRUCTURE (-005.00 HOLDOWN, ANCHOR BOLT, > < \ STRAPPING, & NAILING DETAILS U . - / PROPOSED 2ND STORY FASTENING SCHEDULE \ SITE LAYOUT NOTES: ! I I (5-00.4.00 FRAMING GRAPHICS _ I. THI5 15 AN ARCHITECT'S SITE PLAN $ Is ' BEAM CONNECTION PATTERNS • SUBJECT TO VERIFICATION BY A LICENSED -{•� SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN 15 To THE FIREBLOCKING DETAILS O ARCHITECT'S BEST OF KNOWLEDGE. ;._I j U _ PROP. 3 - 101 ,0O PROPOSED DEMOLITION PLANS 650 S.F.-- 2. SURVEY INFORMATION WAS OBTAINED O i T Q d FROM A SURVEY DATED AUGUST 21, 2025; - PARKING 0 I MOST RECENTLY REVISED ON MAY 21, 2024 LOGTI ON M ' Cn AREA - a �� AND PREPARED BY: 10' Amk KENNETH M. WOYGHUK SCALE: NTS W / A- 102 ,00 PROPOSED FOUNDATION PLAN � � � LIM MIN LAND SURVEYING, PLLG // P.O. BOX 155 Lu ✓\¢I® i ,y/ ' - AQUEBOGUE, NY 11 a31 TELEPHONE: (63U 2a8-1588 MIN ,o a PROP. A- 105.00 PROPOSED FIRST FLOOR PLAN 1 0) BILOO / Z _ ? POOR �- - i='fi�Oi�OS I7 fit GON57FUG71 ON OF 1 STORY S I NOLE FAMILY DWELLING RE FLAGE AND �4t>D TO EX I S71 NC WOOD DECK AT FRONT OF - 1 ®L�..00 PROPOSED ROOF PLAN I I A.G � 5' � DWELLING MIN. m '/ tr Q� 10 ° ��I A TA : I •00 PROPOSED EXTERIOR ELEVATIONS PROP. I-STORY �� ARD Eci ADDITION w/ p� BASEMENT Q sETBAO 14.4'_ EXIST. WOOD O 6.00' DECK TO BE I 58a°5o'3o"W PROJECT / ZONING DATA -- REMOVED - 12.6' ,� 9 TAX MAP # I000-aQ-o3-I1.18 - 0 I •C� BUILDING SECTIONS EXIST. BILGO ENTRANCE Td BE REMOVE - i0' sIDE m ��\,vp ZONING DISTRICT R-40 NON-CONFORMING I YARD O SETBACK LOT ^REA 0.1 ACRES A-401 .00 DESIGN DETAILS 6.00' PROP. RECONSTRUCTION I - 58a°50'30"E GofO - ADDITION $ FOUNDATION OF I-STbRY WD. FR. TO EXQ5T. SINGLE FAMILY #ZIa576; DECEMBER laao DWELLING / BASEMENT DWELlLINC \ (2 BEDROOMS) I O GofO - EXISTING DECK z EXISTE � 1� DADDITION WELILING TO SINGLE FAMILY #Z20120; JULY laal S- I O I .00 PROPOSED STRUCTURAL PLANS 2 I' SHED EXIST. 2 UTILITY GofO - ADDITION TO EXISTING #Z2703q; APRIL 2000 _ - - J POLE 51NOLIE FAMILY DWELLING o' SIDE VARIANCE APPROVAL GRANT #-152; 10/21/24 YARD �j- 102 ,�;0 PROPOSED STRUCTURAL PLANS 2.41 Ia.O' SETBACK FEMA FLOOD ZONES X H lu - - 35' FRONT 4 BEDROOM; O EXIST WOOD DECK TO BE YARD SETBACK SUFFG)LK COUNTY HD APPROVAL R-24-1124 2 PROP. PROPOSED o l REPLACED; OPECK TO BE I 0 •0(� PLUMBING RISER DIAGRAMS PROJECT: EXISTING EXISTING p DETACHED FROM HOUSE \ GAS RISER ° ` 1 HABITABLE GLOVER \ 15.5' FIRST' FLOOR AREA 720 S.F. 774 S.F. RECONSTRUCTION AREA TOTALS 720.0 S.F. 774.o S.F. p PROPOSED WOOD �Y \ O PROP05ED PROPOSED DECK ADDITION \ I m HABITABLE GROSS F o SPACE AREA 1300 BAILIE BEACH ROAD , 2\o Zo FIRST' FLOOR AREA I,o6o S.F. 1,125 S.F. MATTITUCK, N.Y. 11952 N7$°04 3` \ NE��(E�N pX AREA TOTALS I,060.0 S.F. 1,128 S.F. DRAWING TITLE: r � PROJECT LOCATION &SCOPE SOUTHOLD TOWN GORE 280-4 � 280-124 v `,.� } ,SITE PLAN & ZONING DATA �9 ALLOWABLE TOTAL LOT 5iIZE 6,346.1 S.F. GFA GFA FX�ST lye R I EXIST. (a) LOTS CONTAINING UP TO M4�N / METER I0,0000 S.F. I L PAGE: ALLOWWABLE S.F. 2,100.0 S.F. 2,100.0 S.F. 1,128 S.F. G-00100 H R 1 , O A b � ` LOT GG�VERAGE \ SOUTHOLD TOWN GODS 280-124 DATE: 01 DRAINAGE iYSTEM INSTALLATION NOTES: /06/25 1 OF 14 DESOFRIPTION (FOOTPRINT) AREA COVERAGE A MINIMM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 $ WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC TOTAL_ LOT AREA 6,346.11 S.F. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER MODERATE DRYWELS, AND THE EDGE OF ALL FOUNDATION WALLS -- _ • A MININGM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 $ EXISTIING DWELLING 775 S.F. 12.29� A MINIMUM 20' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 AND PROPERTY LINES M rA T `� Tlb c�L EX15TI'ING FRONT WOOD DECK 553 S.F. 5.2% BURIED PROPANE FUEL TANKS. 5 r I 7- 0 V G �V�TL�N PROPc05ED DWELLING ADDITIONS 3a5 S.F. 6.2gb A MINIMUM 2' VERTICAL SEPARATION I5 REQUIRED BETWEEN THE K bS BOTTON OF DRYWELL5 $ THE HIGHEST EXPECTED GROUNDWATER C K \ N. ADDITTNON FRONT WOOD DECK 42 S.F. 0.795 GONNEC'ELEVAT7ALL GUTTER LEADERS TO NEAREST DRYWELL < fi ". h 0 • SEE AL50 DETAIL ON CONSTRUCTION DOCUMENTS TOTAL AREA OF ALL STRUCTURES 1,545 S.F. 24.5% DRAINAGE SYSTEM CALCULATIONS: N�' t 0374 Q EXISTING LOT COVERAGE = 15.6% TOTAL. IMPERVIOUS ROOF COVERAGE = 1,525 S.F. Rd PLAN 1,525 S.F. x 2" RAINFALL EVENT = 220.8 G.F. STORAGE REQ.'D OF N S 1 TE PLA V MAXIMUM LOT COVERAGE ALLOWED: 2090 (1) 60 DRYWELL PROVIDES 22.55 G.F. PER FT. OF DEPTH SCALE: I" 10'-O" (2) V-P x 5' DEEP D.W. PROPOSED = 225.5 G.F. 5TORAGE PROVIDED = I f ' NOTES $ 5i=EG(F 1 GATI ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS 6LA55 WINDOWS AND DOORS A55RE Y I AT I ON,S IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. ::1 T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED BLD6. BUILDING K KIPS (1000 LB5) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN 18 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, ui 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 UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUI=AOTURER'5 5PEGIFICATIONS Ltl co APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 -! 2. ALL CON5TRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. " APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM m 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR MANUFACTURER'S SPECIFICATIONS. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL Iz •� L0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5• ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 0') 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES GYPSUM, HARDBOARD AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. Z) r- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL I MINIMUM '- FLOORS, ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _ � 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING 6LAS5 DOORS, WINDOW5, OR G.J. CEILING J015T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 •+-� } b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. L 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARINOSHALL PURPOSES, COL. COLUMN NYC. BG NEW PORK CITY BUILDING CODE N OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL a •- L0 � -1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. C6 � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GONT. ,CONTINUOUS O.G. ON CENTER C SHALL BE CLARIFIED WITH THE ARGHIT'ECT/ENCINEER BEFORE PROCEEDING „ WHICH PARTICIPATES A D DS CO ACCREDITATION PROGRAM, SUCH AS THE G 0 - N 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8• ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 0 0 � ,�, i WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY Cfl 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR _c 0 m �, q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE CRADIN6 AGENCY WHICH COMPLIES WITH THE 4-+ {-' L0 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c N 0 c'>3 UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE Q 0 a 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE EXTERIOR GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, P.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. REQUIREMENTS. EA. EACH PL. PLATE ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED w WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN6 AND MONITORING TEMPERED WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED 6LA55. 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL QUIP. EQUIPMENT P.T. PRESSURE TREATED GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE O EXTERIOR GLAZING SHALL BE PROTECTED FROM UIREMERNE DEBRIS. APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PCRTILLO, RA MISSILE TEST OF ASTM Elgg6 AND A5TM EI886 AS MODIFIED BY 2020 NY5 BG +J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN SECTION 501.2.1.2.1. 6ARAOE DOOR GLAZED OPENIN6 PROTECTION SHALL MEET EXT. EXTERIOR RI RISER V 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _ UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ANsI/DASMA IIS. F.A.I. FRESH AIR INTAKE �RM. ROOM 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF W 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOCUMEN, THE RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-O" AND AT EVERY 8'-O". 60VERNINC BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THIGKNE55 OF NOT LESS THAN I" AND A SPAN OF NOT MORE THAN v SHALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT STL. STEEL "I-J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAV AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LAS5 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS ME516N DRAWIN65, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11L PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP 6L. TEMPERED 6LA55 0 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PLUMBING FOUND. FOUNDATION THK. THICK L AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6YP5UM 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) _ CD FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM C3T SPECIFICATION FOR 6YPSUM LATH, OR A5TM C'Iq SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. FRIE - 1 FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL ■/ /� 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR 6YPSUM 5HEATHIN6 BOARD. V J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER lot. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FR. FRAME Tr TREAD /�'� �l COMPLETION OF PROJECT. AS PER PAGE 6-003. I.71. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL W MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FRPR. FIREPROOF TYP. � TYPICAL Q A THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD 51DIN6. AND AT BASE OF VERTICAL WASTE PIPES. A5AINSRCHI ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FT6. FOOTING U.O.N. UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRU5HIN6, DIPPING, OR 5OAKIN6 UNTIL THE WOOD FOOT. GYP. BD. 6YP5UM BOARD VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, 51CKNE55, DISEASE OR DEATH OR TO 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD MANUFACTURER SUCH AS: HANCER5, NAILS, SCREWS, FLASHING ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - DI5H WASHER.........................................2" ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - KITCHEN SINK........................................2" HDR 1 HEADER w/ _� 1^UTH � . 1114 WHOLE OR IN PART BY ANY NEOL16ENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - LAVATORY...............................................2" CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE - SHOWER/TUB..........................................2" HN6R HANGER WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - TOILET........................................................3" BE LIABLE REOARDLES5 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL - LAUNDRY .................................................2" HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC. 2.OE 6-P LAM LVL lh2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - FLOOR DRAIN..........................................3" 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET A. WEYERHAEUSER TRUE, JOIST 22E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" BUT NOT LIMITED TO FORMWORK, BLOK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED A5 PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT THROUGH ROOF. OF CONCRETE, ETC. ARE TO BE CAREFULLYULLY SU SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. '7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCE551BLE DRAIN 4 APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, DRAIN GOOKS AS READ. H05E 5155 SHALL BE PROVIDED WITH BAGKFLOW I NSULA71 ON $ FENE57RA71 ON REOU I REIMENT5 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PROTECTION. AUTHORIZATION OF THE ARGHITEGT/ENCINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED PROPOSED DESIGN GODS PRESCRIPTIVE VALUE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 WITH BACK FLOW PROTECTION. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NO NOTCHES IN THE TOPE BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT VALUE CITATION (PER 2020 NY5EGGG)1. COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL OUTERR THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL I.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 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 4 RELOCATE AS REQUIRED ALL EXISTING WORK U-VALUE = 0.25 MAX.u-VALUE = 0.52 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A57M C208 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR FENESTRATION U-VALUE AIR LEAKAGE = O.BO GFM/SF MAX.AIR LEAKAGE ■ 0.50 CFM/5F YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. To CONGEALMENT OF PLUMBING. PER R402.4.5 a TABLE R402.I.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. 1b.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN MIN.R-VALUE ■ 4q SPECIFICATIONS, UNLESS NOTED OTHERWISE. II 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. . NOTCHING AND 80RIN6 OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.I.2 -CLIMATE ZONE 4 YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED NOR ANY POTENTIAL DAMAGE THEREOF. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- U, THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL EXTERIOR(2"xb")WOOD MIN.R-VALUE ■ 20(CAVITY) REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION FR.-21 BAIT INSULATION 7 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE F��WALL R-VALUEPER TABLE R402.1.2 -CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. WATER CLOSET CONNECTION. WHERE A 3" BEND IS UTILIZED, A ACCEPTABLE FLANGE COPYRIGHT PROTECTION ACT OF IggO (AWGPA),WHICH HAS SEVERE PENALTIES, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. FLOOR R-VALUE R-30 BATT INSULATION �R������������ YE5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 22."f. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIREGT'ED TO THE APPLICABLE DETAILS, ELECTRICAL: COMPLIANCE STATEMENT: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING SCHEDULE 2.2,1, BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN to CONSTRUCTION;55TD 10-11 AND 2015 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING TO 2011 NATIONAL ELECTRIC CODE,NFPA 10 AND 2020 NEW PORK STATE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. P CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). ENERGY CONSERVATION CONSTRUCTION CODE. w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 515.2.1 SQUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLETION OF WORK. Q INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, - GENERALLY, VERIFY OR PROVIDE HARD WIRED It TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNINC BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS w/BATTERY BACK-UP IN: 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS 0 A. EACH SLEEPING ROOM W AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ~ 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, B. OUTSIDE OF EACH SEPARATE SLEEPING p WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL AREA IN THE IMMEDIATE VICINITY OF SHEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE TABLE R50 L-T PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY THE BEDROOMS (GENERALLY THE HALLWAY) CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S G. EVERY LEVEL OF DWELLING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, GORE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) GROUND SNOW LOAD 25 LBS 3/4 SPECIFICATION FOR DRIVEN FASTENERS:RAFTERS EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2"x4" LUMBER I5 w/b" RISE 4 w/ (2) "O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2. ST 2.5. NAILS: NAILS SHALL COMPLY WITH A : NAILS, F I STANDARD ALLOWABLE GLOVER „ , SPIKES, AND STAPLES. FOUNDATION, CONCRETE, AND MASONRY STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT DEFLECTION RAFTERS' ASPHALT ROOFING 5HIN6LE5 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE R ECO NSTR U CTI 0 N SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CAT'ECORY C 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. L/180 SHINGLES OR APPROVED EQUAL. MANUFACTURER'S GORE EVALUATION REPORTS. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48' AND EVERY 2. ALL FOOTIN55 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL SEISMIC DESIGN CATEGORY B lb" WITHIN 4' OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER I5# BUILDING FELT, UNLESS OTHERWISE 2.2•-1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 15.6.1 INTERIOR WALLS 4 PARTITIONS H/150 NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. WEATHERING SEVERE b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL wooDSGREws (INCH SERIES). 1300 BAILIE BEACH ROAD TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 4. FOOTINC75 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 FLOORS 4 PLASTERED CEILINGS L/360 MATTITUCK N.Y. 11952 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BCLT SHALL BE MECHANICAL CONNECTIONS: OTHERWISE NOTED FROST LINE DEPTH 3-O PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1" IN CONCRETE/MASONRY CONSTRUCTION. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ALL OTHER STRUCTURAL MEMBERS L/240 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN I2' OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPECIFICATIONS. BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. NO S TIER, OF FRAMING IS IN PLACE. 4. ROOFINO 15 To A FILL SHALL BE PLACED AINST FOUNDATION WALLS EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES GENERAL NOTES BY SIMPSON MANUFACTURER. UNTIL I CODES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 1. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRANIN05. I EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES11 L/240 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. CORROSION RESISTANT 11 6AOE ROOFING NAILS AND 16 6AOE STAPLES ARE INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE 5EVERAL 5. ALL OPENIN65 FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SOLID WITH CONCRETE. NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" STATE ENERGY CONSERVATION CONSTRUCTION CODE. -1• PROVIDE (2) LAYER-5 OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018, WOOD FRAME 8, ASPHALT SHINCLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5• INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2B 5TRUGTURAL DE51 C N LOAD5 PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. DAYS OF 4,000 P.S.I., U.O.N. (AF4PA) AMERIGAN WOOD COUNCIL (ANC). THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. GYPSUM WALL BOARD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER 6 MONO. SLABS TO POLYETTHYLENEEST ON MIN. OF b" FINE VAPOR BARRIER UNDER RAVEL OR SAND WITH USE LIVE LOAD DEAD LOAD ®® . 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED w PLUMBING CODE. I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT OO COMPOUND METHOD. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. ALL 6YPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLE55 ARCHITECT 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - MECHANICAL GORE AND 2020 NEW PORK STATE FUEL OAS CODE. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE (1) WALL TIE PER (5) 50. FT. DECKS 40 psf 15 psf DEEMED APPLICABLE. 8. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM p 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED DATE: 10/24/24 2 OF 14 CODE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, PA55ENOER VEHICLE CARA6E5 50 psf AS PER PLAN CONSTRUCTION CODE. 3. 5/8 , ONE HOUR RATED, TYPE X 6YPSUM BOARD ON GEILIN6 AND WALLS MAX. 32-O O.G., TO DIRECT ANY CONDEN5ATION TO THE EXTERIOR. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SITE WORK IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUGIN6 INSULATION 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ATTICS WITHOUT 5TORACE (MAX CLEAR HOT < 42"9 10 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FROM FOOTING TO 2" ABOVE FINISH GRADE. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FOIL TO BE PLACED TOWARD WARM SIDE. I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. VERIFY ALL DATA ON DRAWINGS. THERE IS A DISCREPANCY, 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE •'` F 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY STOCKPILE TOP501L OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING FOUNDATION WATERPROOFING. � SLEEPING ROOMS 30 psf 15 psf Y ` a,• 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ARCHITECT/ ENGINEER. - _ . . '�'. a <;•�• , SITE. STOCKPILE ALL EXCAVATED MATERIALS. ALL OPENIN65. ,s;:h:C)' 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION HALLS AND STAIRS 40 psf 15 psf , 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 9" R-50 FOR FLAT GEILIN65 '( �' ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE C-003. WHERE EVER APPLICABLE. `I - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS GUARDRAILS AND HANDRAILS 200 psf 15 psf °" FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A p p .. - 5.25" R-21 FOR 2 xb WALL CONSTRUCTION MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. ` ''.;`" 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. - 5.25" R-21 FOR FLOORS PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ . •<; -`' ' CONCRETE SLA55 TO HAVE bx6 10/10 WELDED WIRE REINFORCING. ROOF LOADING (LIVE = 6ROUND SNOW LOAD) 25 psf 15 psf • .: ,.., - . ,� 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - -, AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DEEP 4 3'-O" BELOW GRADE. ASGE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS T` F I CAL NAIL I NO/STRAFF I NO REOU RF_MF_NTS FOR FASTENING 5GHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC,'s;MANUFACTURER U F L I F T, SHEAR, I$ LATERAL WIND RESISTANCE NOTE: TH 1 S SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD GAPAGITIES ARE MATCHED (SEE PAGE 57-003 FOR STRAPPING AND NAILING REQUIREMENTS, a Q "ALL 5TRAPPIN5 TO BE V4"x 20 GAUGE** -- "SIMP50N" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *U5E IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC. 2018 WOOD FRAME GONSTRUCTIDN MANUAL TABLE 5.1) J cu HOEDOWN 'A' HOEDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER Q c N GONNEGTION A NAIL NO OR D AND QUANTITY SPACING c 'E LO FOR NEW 4 EXIST. O FOUNDATIONS AT RAFTER TO RIDGE ,ry ROOF I$ GE I L I NO FRAM I NO _ I.DIM's ARE ALL MIN.kb BASED ON USE OF ONLY A Ibd ""-.✓•"' CONNECTION: COMMON NAIL w/o PREBOREP HOLES. a--+ ENDWALL ENDWALL Y M- .„-"" V RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER L Z (3) 2x FULL (5) 2x FULL CORNER STUD �` 2.WOOD 15 ASSUMED TO BE Dr,#2 a BTR. IN DRY USE 0 0 N O HEIGHT 57UD HEIGHT STUD CONNECTED TO " � """" FOR STRAP - 3 8 d* COMMON R.R. 2 SERVICE n_ — Ln � CORNER CONNECTED STUD B.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > "2 U � TRANSFER SHEAR "SIMPSON" HD05 �N • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 0 0 ate-+ N FOR ROOF SLOPES UNDER 5:12 WITH ;�v HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP C9 HOEDOWN ANCHOR® 2-Ibd COMMON , . . . 0 m �, 2-I6d COMMON ROOF SPANS OF 24 OR GREATER LOCATIONS NOTED NAILS ® 6" O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED � � Ln NAILS ® 6" O.C. $ ♦ USE 4 .5 d COMMON NAILS ® EA. N C6 10" O.G. IF BLOCKED ON PLANS 10 D.G. IF BLOCKED �,_.... � • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-16d COMMON EACH LAP Q O a � O CORNER POST CORNER POST END OF STRAP. r? 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO 0 e 6RRAPH G BEL ND THr=END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE "51MP50N" HDoB THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® " SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS a SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END n , GR4-I. ON PLANS °, FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: , CONNECTION: - FOR NEW P. GONG. FOUND.'s --" ° ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. �2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT HOLDOWN CAST IN PLACE w/"1/8"O THREADED ROD ,.-� • • END OF STRAP. • • U FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s " . . s� WHEN IN TOWN OF ISLIP OR NAILING • • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� B� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 SIMPSON #H2A (OR EQUAL) RAFTER TIE +J I 1 1 (HIGH STRENGTH ACRYLIC ADHESIVE) "~"" "�. HEADER TO HEADER (FACE-NAIL) 16d COMMON 16" O.G. ALONG EDGES • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD w/-1/5"0 THREADED ROD CONNECTION ~--- ti" �� FOR G.J. TO R.R. - "1 16 d COMMON NAILS REQUIREMENTS FOR --. ,_ , RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. CONNECTION: BOTTOM PLATE TO FLOOR JOIST, SAND JOIST, $ ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON I,2 PER FOOT HOLDOWN 'C' HOLDOWN 'D APPLICABLE) 2 I6 d COMMON NAILS FOR G.J. TO G.J. - 0 I6 d COMMON NAILS FLOOR FRAM I NO . — < FOR NEW 4 EXIST. V J FOUNDATIONS ; JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n 1 FOUNDATION ® ONE STORY ONLY FOR NEWLY POURED CONNECTION CI s C2 V (3) 2x FULL NDWALL • HE16HT STUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q CONNECTED TO TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "SIMPSON" HDQB (5) 2x FULL ,.--""" • HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD �i2 "-"" '" """" TO STUD CONNECTION: BLOCKING TO SILL or LOCATIONS NOTED NAILS ® 6" O.G. 4 ""' �"� 3-16d COMMON EACH BLOCK ON PLANS 10" O.G. IF BLOCKED �� ° TOP PLATE (TOE-NAIL) CORNER POST G I/ FOR STRAP - 3 8 d COMMONJ7 LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF — 0 STRAP FOR EA. PLATE TO STUD ABOVE 4 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST 2-16d G MC N BELOW - 2 I6 d COMMON NAILS NAILS ® " O. . BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON PER JOIST �_- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON 1 PER FOOT ROOF SHEATHINO ° d d ° STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T 14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE ° 8d COMMON 6" EDGE / 6" FIELD HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. FOR NEW P. GONG. FOUND,'s UP TO 01" RAKE OVERHANG HOLDOWN CAST IN PLACE w/"1/8"O THREADED ROD - , - """-" • FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO '7/5`0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "51MPSOW 5ET(HIGH STRENGTH EPDXY p 1/2" MIN. --_---- ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD CORNER ° ° FOR STRAP - B 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR '•-ti,_•". • END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL 5HE,4THINO SPECIFIED ON L/ ° FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/"1/8"4' THREADED ROD 2 6 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO . . „,ti P.STRAP w/(5) G -1 GYPSUM WALLBOARD 5d COOLERS " EDGE / 10" FIELD ° • FLOOR CONNECTION w/ # LPT4 SIMPSON (OR .,�"""" 8d NAILS m EA.END Z NAIL I NO/STRAFF NO @ WINDOW/DOOR HEADER 5TANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES OF EA.STRAP To W AL ALTERNATE U E FLOOR SHEATHINO (SUBFLOOR) 2 NOTATION: SIMPSON H2.sA) U A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.77,P. ISq);WHEN 5TRAPPIN6 CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE 51MP50N 0516 STRAPPING (OR EQUAL). "" I" or LESS: 8d COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255, P. 2ql) „.. --"" - • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3 23G,P. 2q2; ALTERNATE AS PER TABLE 5.250,P. 2,15) • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE, w A D D - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL Lu (2018 WFGM,TABLE 3."1,P. IBq) a ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED. Q E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2018 WFGM,TABLE 5.22F,P. 255) a PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2015 WFGM, TABLE 5.22F,P. 288) ° d ° ° ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS.SHALL BE DOUBLED, OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE �d d ' ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B •::: °: �° ° <d 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. M� END OF STRAP (WRAP STRAP UNDER SILL PL.) 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B ""'`--•• ° d e ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE GLOVER F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " `""`"-., ° 9 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. (IN ACGORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) �`""-..� 2 16 d COMMON NAILS RECONSTRUCTION A MAX NOTATION 5 ONAGE FOR TRUSS TYPE, PRE—ENGINEERED R UGH AB G D (2 PLY (s PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDR) THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1300 BAILIE BEACH ROAD 2'-0" 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK N.Y. 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 1 3 G I I G I I o TO FL ATE GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE .J L 1 V L BRACING/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR LE55 PROVIDE HOEDOWN ANCHOR BOLT 8'-0" 6 2 3 5 I I 5 r - SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® <TO LOCKING m 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL ' ' LENGTH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B$G - 4'-0' O.G. AGHEIVE RAKE O.H. BE "I'll "11", "Ill", "IV", OR "V/" TO INDICATE STRAPPING, & NAILING DETAILS 10'-O" 7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF. FASTENING SCHEDULE I THE STRUCTURE UNDER SECTION 602 OF 12'-O" 8 2 5 8 2 I 8 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE'-2''-4 THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) Sd NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12-O 2-O%2-(0 12=0 3-O OF EA. STRAP OP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-O" 3'-0"/3'-q" I6'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD OR TIMBER G-003m00 ANCHOR BOLT Si= G I CATIONS CONSTRUCTION AS FOLLOWS: 20'-0" 4'-0"/�'-o" 2a'-o" 5'-0" - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS I$ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2B, P. 15'1-160) 24'-0" 4'-0"/5'-0" 24'-0" 6'—O" BACK® 4'-0" O.G. - "RIP = ROOF FRAMING GOR R sa° - "FR" = FLOOR & ROOF FRAMING DATE: 10/24/24 3 OF 14 CONDITION FOR ALL STRUCTURES: 5/5"0 ANCHOR BOLTS ® 5,11" D.G. iv • 52'-0" 6'-O"/i'-6" 32--0" SECOND FLOOR 36'-0" -I'-O"/8'-q" 56'-O" q'—o" I y NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-16d NAILS PER FOOT.FOR SHORTER SPLICE „ LEN6TH5,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-O" II'-O" r+ • f. MIN. "1 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-O" O.G. n 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50' END -O" 10'-O"/I2'-6" 50'-O° 13'-O" -:�% " CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID 5d NAILS EA. END " tV 8.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT wALL 60'-0" 12'-0"/15'-01, 60'-O" I6'-O" OF EA.STRAP ( "' `s 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HE16HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT iI i LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE -10'-O" 14'-O" PLAN DIAGRAM OF ZONES '10'-O" IQ'-OH FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN6 FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), I e>01_0 1116-O 80-O :2:21-011a ` FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lo'WALL 1.25 BLOCKING 2 BO.GAYS II'WALL--1575 THIS COLUMN w/MULTIPLIER BACK® 4'-O" RED PANTONE WHITE .4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- 15FOR Io'-O"WALL #181 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANF-OUS FRAM I NC GRAPH I GS CONTINUOUS BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ D FOR FRAMER TO HAVE A F I REBL_OGK I NC FOR fi LATFOR1�'1 MOOD FRAM NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREM>=NTs: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION t 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-5TOPPIN6. W NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS a 12"O.G. < P LLI CD THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J co STUDS STD B (3)ROWS IOd NAILS• 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPINS. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 1 4-+ (V SUBFLOOR G (2)ROWS 1/2' m BOLTS• 12"O.G.STA66ERED; 7WO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE p DBL.• ENDS PLATE SERVE AS FIRESTOPPINO. O 50LE PLATE BUILT UP GIRDER P MAX.52" NAILING: O '- D (2)ROWS 1/2" 0 BOLTS• 16'O.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ � O JOIST SERVES AS FIRE5TOPPINS. SIDE WITH 106 NAILS, TWO NEAR EACH END OF �4-J E (2)ROWS I/2" �BOLTS• 24"O.G. L Z r— BETVEEN 1/6 EACH PIECE, OTHERS STA55ERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O O N O F (2)ROWS 3-5/8"TRUSSLOGK SCREWS® 12"O.C. 4 v4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. a '- SCREWED ON(I)SIDE OF MEMBER LINE; OR 51RDER5 ARE TO BE NAILED FROM EACH cCi3 .- Y G (2)RoWS s-s/s"TRU55LOGK SCREWS a 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G x (�J 1 5GREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAOOERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKINO PLACED BETWEEN c: O p a--� 1 H (2)ROWS B-s/8"TRUSSLOGK SCREWS® 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRESTOPPING. O m z; JOIST SCREWED ON(1)SIDE OF MEMBER + .N MAXIMUM OFFSET I (2)ROWS 5"TRUSSLOGK SCREWS® 12"O.G. THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND p N Q cu J BUILT UP GIRDER MAX.52" THREE-PIECE OIRDER5 ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH, d 5CREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q a 2 O MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS® I6"O.C. 4 UNDER NON-LOAD BEARIN FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I Elf SCREWED ON BOTH SIDE OF MEMBER PARTITIONS 0 52" O.G. BLOCKING STUD OTHERS 5TA55ERED w/ A DISTANCE OF NOT MORE 5 6. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L SCREWED ON BOTH SIDE O MEMBER O.G. BE/14^!EO IA/6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q.TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE SIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GE I L I NG BRAG I NG 5TRINOER TO SERVE AS FIRESTOPPING. �✓ GANTI LEVERED FLOOR 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN W OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRE5TOPPE17) AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER S IRDER5 ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE &ABLE END FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLooR 2'x4 CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE• V O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN(S SHALL BE U JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 j,,,� G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON V/ IO) 8d NAIL NG FATTERNS FOR SIDE LOADED BEAMS (ie . FLUSH I B MJ> -LOCATIONS REQUIRUN& FIRESTOPPIN&- AS FIREBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE NAILS AS FIRESTOPPIN6. 4-1 • FIRE- FIRE- WOOD FIRE5TOPPING PIRE5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE FA5TENIN5 RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST " 5d COOLER NAILS® 10"O.G. NAILED' BOLTED' U c 2"x4" BLOCK NAILED TO EA.BRACE �' �' VERTICAL BLOCKING 2 ROWS Ibd BROWS Ibd 2 ROML9)5" 2 ROWSX=" 2 ROW514" ill I I W/(4) lod NAILS COMMON COMMON DOLTS•24' BOLTS BOLTS STUD 20 ga.STRAP a 12"O.G.• • 12"O.C.• oG.SrA •12.O.G. •6"O.O. C011/ERIN 'APPLIED . GYPSUM BOA TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO'�1�JOISTS IDE Or Q (n DOUBLE PLATE * 5d COOLER NAILS m loll Oz. (lo) 8d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 li vnn``' NOTE: ENDNALL STUDS AS NOTED IN NOTES '7 4 8 ° ° ° ° 5ru ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY . ° ° LOCATION NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING Q VER STUDS, UNLESS TOP PLATE IS 4" ® EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM Rows SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS K6 - lYa° TYPE W OR 5 FIREsroPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA&6ERED TWO ROWS 6"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O 0 0 O O O OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". © O O O 0 0 © O O 2"SPACE NOT 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING® ATTACHMENT ® �IALLEY pl APPROX.I IH THICK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOFPIN6 NC BOTH SIDE OF THE MEMBER. \6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED ' FOR 4"O.G.NAIL SPACING. OGATION -I L NX STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: SIR _ \ STRAPPIN&W/ R.2 ROWS OF Ibd COMMON NAILS 02"OZ)FOR DEPTH' 12"OR LESS FIREsroPPING LOCATION 4 8d NAILS LOCATION 8 �( ® EA.END o R.R. 6.B ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS OF 14",16"4 I6". LOCATION 10 FULL WIDTH 2" BLOGKI 0 1- CONSTRUCT 1 ON DETAILS N ND LOAD FATH GONNF_GT 1 ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST.OR NEW NEN R.R.SET w/ R.R.BELOW UFPER TOP PLATE LAPS 4 lod NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'5 ALIGN NEW 4 EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR IG 'SHED' WOOD JOI S NOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOGKI NG JOIST HANG E HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADE WOOD GIRDER JACK STUDS MAIN MEMBER NOOD JOIST W —� JO 15T FRAMING OVER NOOD G 1 RDER JOIST FRAMING FLUSH NI TH G 1 RDER/HEADER 71'P I GAL HEADER CONNECTI ON I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° w/ THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, GLOVER I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RECONSTRUCTION MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R BE (INAVID 5PLITTNC7, NO MORE THAN 2 TOE NAILS SHALL STALLED IN EA. SIDE OF A RAFTER OR CEILING J015T NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BOTTOM PLAT BOTTOM PLAT BATHTUB SUB FLOOR 1300 BAILIE BEACH ROAD DOUBLE JOIST DOUBLE JOIS TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SECURING © STD. SIDE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. c CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING HALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/5TUD5 TO ATTIC FLOOR 4 BLK'G TO R/L 51DE5 w/5TRAPPIN& TO R/L 51DE5) PAGE: 0TOP PLATE 0 o Q N I ND RES 1 STANT CONSTRUCT ON CONNECTORS GHIM. CHASE WALL CONNECTION LOCATION: PART NUMBER: NOTES: G-00 ' ■ OO R I DOE-TO-RAFTERS CS20 ® 21 It APPLY TO EACH PAIR OF RAFTERS o� Q Q o ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER a Z DATE: 10/24/24 4 OF 14 Poor o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER -1� O Ul REQ:D BLOGKIN& O PLATE-TO-NALL STUD 0520 ® 1811 APPLY TO EACH NALL STUD TO ALIGN w/STRAPPING ® EA L ABOVE THE FIRST P z K 2ND. FLOOR WALL-70-157. FLOOR NALL LFTA or G520 @ 56" APPLY TO EACH NALL STUD ® HEADER-TO-JACK STUD 0520 @ 12" FLoowcL6. O APPLY TO EACH JACK STUD � •'`'>, CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD .: SHEAR NALL HOLDDONN ANCHOR 55T816 APPLY TO EACH SIDENALL END NRAP UNDER DOUBLE SILL PLATE 157. FLOOR-UNDER-SILL PLATE C520 SIDE VIEN PLAN VIEN (USE KITH 3" SQUARE HASHERS) 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. 0ENEF�AL_ 5"r �50L <F-`i' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J coSTL. WHEN APPLICABLE) C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O Lo WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL O P05T FOR 6" WALLS), U.O.N. } 0 NEW 2-HR FIRE RATED :N _ WOOD FRAME (L.G. 5TL. Lp O N z O WHEN APPLICABLE) d •� Lr) ,C c '2- X :3 N OO 4 m Z (� N 4-1 Q o W DEMOLITION NOTE: EXI5TIN6 ROOF, ROOF STRUCTURE S GEILIN6 JOISTS TO III ---------�, BE REMOVED IIII-----------in uL----------A III III U ---_ -------- EXIST. WOOD DECK III I II�4 STRUCTURE TO BE DEMO. T M III III 1 1 1 III III III III ■ III III � I III III T III III j i l DILCO EXIST. WOOD I I EXIST.BE REMOVEDO I DECK T11 F_== Z_-171 III loo S.F. III I 1 II I I i..� III III I I II I I EXISTING A.C. CONDENSER TO BE REMOVED III III I I II I I _� •— III III II r- --7 < III III I I II I I I I nV l J III III I I II I I I i W III III I II I I DEMOLITION NOTE: III III II Q PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I I I II STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT ------_---- ----- OF ANY DEMOLITION OR CONSTRUCTION. ---- --------- -------- ====------- -====z--- I I II i------ Aum - I I I I i II I I I I I\\ TEMPORARY 5HORING/DEMO 5EQUENGING NOTES: 1. INSTALL TEMP. POSTS $ ORDER PER DEMOLITION I I-------------------1---�______--- PLAN $ PER DETAILS. I 2.REMOVE EXIST. GIRDER. 5.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE I I 11\ p EXIST. FLOOR JOISTS TO NEW GIRDER. I EXIST EXIST. , I I L__J BATHROOM 4.REMOVE TEMP. POSTS GIRDERS. BEDROOM I I BEDROOM 1 r�---_ bb I 'ib S.F. S.F. 116 S.F. I I I I r------ I L-----------� 1 \ DEMO NOTE. -ALL WINDOWS AND DOORS TO III \ I \ BE DEMO. -ALL PLUMBING AND CABINETRY / L- ___ ___ L�___ TO BE DEMO. L-- --- ---�-- REMAIN FLOOR JOISTS TO I II \ I I I I II \ I I II i II ----J ---�7 F-----------7LL II -------� L- J j �� --- II I I III TO BE \ I I r III III rEXI5TIN6 50 GALS. WATER HEATER REMOVED lI L I1 1I TO BE REPLACED EXIST, G III ITGHEN - III - / 2e O S.F. IIII N H r- F z w EXIST. LIVING I I 1 ( ROOM 0 I81 S.F. O rEX15TINO TRANE XE9O FURNACE --- 1 TO BE REMOVED I I r 7 r-7 EXISTING I I ABANDONED III I I 1 ( WATER HEATER III i l -----____-- 1 11 TO BE REMOVED III I III W L__J L__Jf- / �I III �\ IIII p 1 IIII I I II \ HI-fi------- PROJECT: -== _ ------- It- _______- _- I1 GLOVER I1 N RECONSTRUCTI EXISTING 200 AMP 11 II 0 ELECTRIC PANEL II TO REMAIN EXIST. DEGKIN6 4 RAILING 11 TO BE REMOVED II 1300 BAILIE BEACH ROAD EXIST. WOOD 11 MATTITUCK, N.Y. 11952 DECK 525 S.F. II II DRAWING TITLE: II l I1 �I PROPOSED DEMOLITION PLANS EXISTING PUBLIC I WATER CONNECTION TO REMAIN PAGE: A-10100 FRCF05E17 FOUNI7)ATI ON 1::)EMOL I TI ON FLAN FRCFOSEI7 FIRST FLOOR 17EMOL I TI ON PLAN 50ALE: 114 - I -O 50ALE: 114 1 -o DATE: 10/24/24 5 OF 14 f . 9 (5E NEfP-,AL_ 5 I �550L_ <E) : _ EX15TINO TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) O �-{ NEW WOOD FRAME (L6. NEW FOUNDATION WALL uj J t6 �-I STL. WHEN APPLICABLE) Cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL ��,• WOOD FRAME (L.6. 5TL. P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED }, a _ WOOD FRAME (L.6. 5TL. LO c cv z 0 WHEN APPLICABLE) a •CD c 2 X � CV O 4-, i _c O Om z � FOUNDATION PLAN NOTE Q S POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O 4-1� O � 6 27'-2° .- a � O FREEZE PROOF H05E BIB: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 12'-4y2" {� 6'-O" 8'-qy2" (� FASTENED w/ MASONRY ANCHORS (PRECISE FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND (-I / \ LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN65. • ( 1 NEW MECH. AREA: 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION S < O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s HALL BE DE-WATERED. THE POUR 5ITE SHALL REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3 2.MAINTAIN 50 x50 CLEARANCE IN FRONT OF MECHANICAL ENCOUNTERED. D -I UNITS AS PER NYE, MG 506.1 I J 5. MAINTAIN ALL APPLICABLE VENTING CLEARANCES 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I ® = I T REQUIRED PER NYS MG 804. 27_2 -Kv 5_T 'T"� 4.IF APPLICABLE,DISCONNECT, REROUTE, 8 RECONNECT 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT - = - - `,J EQUIPMENT TO EXIST. PIPING AS REQ.'D. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. - - - - - - - - - J U TYPICAL MECHANICAL AREA NOTE5: 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL _ ❑I I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY ASTMA615 GRADE 60. WWM FOR SLA55 DO NOT NEED TO BE - - - - - - - - - - - - - "DUROCK" (OR EQUAL) COATED. `✓ - M 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/&' I 2 IT - J ..'...J 1 1 1 TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) 6. U.O.N.,REBST LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PROP�g��5�IG 5 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. SHALL BE STAGGERED. ( 12'-4Y2" 4'-8" DRAIN GONNEC:�ON I A-4oi SPEC.' AND AS PER NYE, MECH. AND FUEL GAS CODE 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYE, MECH. AND FUEL OAS CODE PLACE AT TIME OF POURING k MAINTAIN REQUIRED CLEARANCES, ' ` 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE COVERAOE5, AND PLUMBNESS. 2- I I -401 2- V FRESH AIR INTAKE FROM EXTERIOR 5. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT A-501 I I I A-501 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL CONCRETE. EMERGENCY SHUT OFF SWITCH Irn �' I r- - -I ■/-/� 8. LOCATE MECH.VEQUIP. T ICE, PROVIDE rvA5 SHUT OFF ITCH O ALLOW FOR PROPER I 7 I I I V J 3 A-401 CLEARANCES AS PER cf. PROVIDE 5" FLOOR DRAID COE F REQ'D BY EQUIPMENT d GONGETE - GOLD WEATHER POURING 3 CONCRETE MIXTURE I I PROPOSED NEW CRAWLSPACE: CONNECT TO SANITARY SYSTEM AS PER NY5 I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 5'-7' HEIGHT Q PLUMBING CODE CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I PROV. LEDGER 10•DRAFT VENTIN615YSTEM SHALL COMPLY WITH ALL THROU6H A COMMON NATURAL HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. P EMBED -1" INTO I I SEE PLBELONAN NOTE 5 `I I I I EMBED#q" INTO R SECTIONS OF 2020 NYS RG 62427. 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. E 15TINOALL FOUND.NEW I '. I 2 I I EXISHALTINO AND FOUND BURIED PROPANE TANK: NEH 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL FOUND. WALL 12" 5 FOUND. WALL 12" O I. PROVIDE NEW 500 GALLON BURIED PROPANE TANK CONFORM TO AGI 506. O.G. VERTICAL. O.G. VERTICAL. 2.5.INSTALL MIN. 10'-O" FROM DWELLING,SANITARY # STORM 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / REBAR AT FT6. REBAR AT FT6. WATER STRUCTURES, E BURIED UTILITY LINES;REFER TO SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO (TYP. EMBED) (TYP. EMBED) 51TE PLAN FOR INSTALLATION LOCATION. TEMPERATURES WITHIN 10° F OF CONCRETE. 12'-4" 10'-2" HYDRONIG AIR HANDLER: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. O I. PROVIDE (1) NEW 5-TON HYDRONIG AIR HANDLER(5), BY REMOVE AS REO'D. "RHEEM" OR APPROVED EQUAL 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE _ ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). PERMITTED WHEN NECESSARY. 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT _ WATER/BOILER COMBO TO NEW COIL. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR H16HER i, _ SEPTIC DRAINAGE COMBINATION BOILER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. LINES ABOVE O NEW NAVIEN NOB-1110/060H CONDEN51N6 PROPANE WALL-HUNG BOILER(OR APPROVED EQUAL). 8, CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. / I. VENT THROUGH WALL. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE q'-(Y2" / 8'-5y2" 2. F.A.I. THROUGH WALL. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 5. INSTALL PER MANU. SPEC.'S (ASTM C4g4/04g4M, TYPES G AND E). TYPICAL LEDGER BOARD ® EXT. DECK: - / O O6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 10. CONSULT EXCEED ONE WHEN STEEL EMBEDDMENT GR055 SECTIONAL _ -d 2. SECURED w/(2) 5/5" 4) x 5" LONG H.D. GAL. LAO BOLTS AREAS EXCEED ONE SQUARE INCH. dJ ® 16" O.G. II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXP05ED �t 5. INSTALL H.D. 6ALV. JOIST HANOER5 BY '51MP50N' (OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS m EQUAL) REACHED A COMPRESSIVE 5TRENOTH OF 800 PSI. 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 5DIN6 d EXIST. GRAWLSPAGE;5'-7" HEI6FiT BENT OVER TOP EDGE OF LEDGER BD. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. 5. SEE NOTED DETAIL (V NEW REINFORCED P. GONG, SLAB OEXISTING I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE 5M/GO Z W EXISTING 200 AMP ELECTRIC PANEL O 0-1 0 V A-5o I A-501 H Q i d� EXISTING PUBLIC PROJECT: WATER CONNECTION - - -� GLOVER - -I RECONSTRUCTION =ry 1300 BAILIE BEACH ROAD MATTITUCK, N.Y. 11952 - I DRAWING TITLE: � EXIST WOOD DECK TO BE REPLACED; PROPOSED FOUNDATION PLAN PROPOSED WOOD DECK TO BE DETACHED FROM HOUSE PAGE: ® ® ® © ° - - - - - - - - - - - - - - - - - - - - J A-102m00 o, 6'-Ioy2" 6'-1oy2" o DATE: 10/24/24 6 OF 14 FRCFOSEI7 FOUNDATI CN PLAN SCALE: 114" = I'-O" _ t 4 C i l 0E I ` E F� AL ALL NEW WINDOWS SHALL BE MARVIN ELEVATE COLLECTION; INSTALL AS PER MANU, SPEG.'s. SEE PAGE 116-005" FOR NAILING 8 STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER Q. WOOD FRAME (L.6. STL. CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q EXISTING TO REMAIN WHEN APPLICABLE) WINDOW CHART uj NEW WOOD FRAME (L.6. NEW FOUNDATION WALL EGRESS J cu STL. WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL QUANTITY OPENING PROV OF ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT M NEW I-HR FIRE RATED ® P05T FOR 4" WALLS TAG TYPE MODEL # TEMP . PROV. Q + N WINDOWS WIDTH REQ'D: 20" PER PER � c W WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24° UNIT UNIT 0 „ _ OPEN REQ D: 5."I 5. � r- WHEN APPLICABLE) POST FOR b WALLS , U.O.N. V_ A MARVIN I ELGA5555 8'-1" 4'-'7 8'-O" 4'-7 �" [✓1 q.3 a.8 = _0 �- 0 NEW 2-HR FIRE RATED CASEMENT 5W E WOOD FRAME (L.6. 5TL. NEW PLUMBING WALL WHEN APPLICABLE) GA EMENT ELG21253q „ „ „ B I 4-I 3-3 4-O 3-5 [Jf 4.5 4.8 L O .C n J z 0 co G MARVCL IN I ELGA555q 5'-5" 4'-II i" 5'-4" 4'-II �" 10.0 10.6 >' x U CASEMENT 2W E O O O N D MARVIN I ELGA5551 8'-1" 4'-II 8'-O" 4'-II �" 10.0 10.6 m �+, LO FLOOR PLAN NOTES CASEMENT 5W E J � O � MARVIN ELGA335q „ C N O cc DOOR NOTE: NEW LAUNDRY ROOM: THERMOSTAT: PT CASEMENT I 5Vy E 8-O 4-I I [J1 lo.0 10.6 Q O d O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O5 1. NEW WASH / DRY HOOK UP 13 I. PROVIDE THERMOSTAT FOR I ZONE: MARVIN ELGA2g5q ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s - ZONE I: FIRST FLOOR E CASEMENTF I 2Y1 4'-q" -IF3'-3 4'-8" 3'-3 �" 5.4J 5.5 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. 2. H.O. TO SELECT MODEL; INSTALL AS PER ON PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS A5 REQ'S PER MANU. MANUF. SPECS MARVIN ELGA3355 3.NOTE DOES NOT INDICATE EACH NEW DOOR F CASEMENT I 2W E 5'-5" 4'-'I " 5'-4" 4'--1 PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. A/G CONDENSERS: _ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 14 I. PROVIDE NEW 3-TON A/C CONDENSER BY "RHEEM" OR MARVIN ELGA3'I51 „ DRYER EXHAUST NOTE: G 2-'7 1 (,-0 :2'-'7 5b 5.q WALLS, U.O.N. APPROVED EQUAL. CASEMENT 2W 5. INSTALL AS PER MANU SPEC.s I. DUCT SHALL TERMINATE TO EXTERIOR 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 3-O„ FROM ANY ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). H VELUX 4 FIXED FGM OPENINGS SKYLIGHT 2246 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 3.INSTALL AS PER MANUFACTURER SPECS. DUCT 51ZF AS PER MANU. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 3. 4.INSTALL UPON LEVEL GROUND $ PROVIDE GROUND J 4.DUCT SHALL BE EQUIPPED w/ w/WE16HT RATING 4- 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OSMOKE DETECTOR / GO DETECTOR NOTES: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM CONDENSER. • SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED SINGLE EXHAUST 5, NOT TO 5. ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY 6A5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES IN ACCORDANCE WITH UL 2155A. WHENEVER POSSIBLE. M SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID w ARE NOT INTERCONNECTED,AS PER NY5 R514.4. METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 3.PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND SOUND BARRIER WITHIN INTERIOR WALLS: PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. RUNNING IN THE DIRECTION E AIR FLOW. EXHAUST 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SCREWS SOUND TRANSMISSION CLASS (STG) FOR AIR-BORNE HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCT5 1, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER NOISE OF NOT LE55 50 AS MEASURED IN ACCORDANCE PROP05ED S OPENINGS TO BATHROOMS w/SHOWER OR TUB. BILGO DOOR PROPOSED / , 5. INSTALL ALL AS PER MANU. SW 5H LOCATION TO THE WALL OR ROOF TERMINATION.THE WITH ASTM E qO. v (� MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 PROP. 14 MUDROOM i.� d-� PROPOSED 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 0:. b"1 S.F. Q COVERED IN COMPLIANCE WITH LOCAL GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES HIGH EFFICIENCY LAMPS: 14 S.F. - PORCH WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. NOT LESS THAN a0% OF THE PERMANENTLY INSTALLED L16HTIN6 2'f'-2" sb S.F. • - FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER - ' ^ O I. ALL NEW WINDOWS 6 DOORS SHALL BE MARVIN ELEVATE 2020 NY5 EGG R404.1 5'-a" L/J CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). INSTALL AS PER MANU. 5PEG.'S. bO NEW ATTIC. ACCESS - PULL DOWN LADDER: 6 6 n 1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. MIN. 550 # CAPACITY HOT WATER PIPING INSULATION: W SEE DESIGNATIONS b WINDOW SCHEDULE. 2.PROVIDE UNIT BY 'FAKR0' MODEL#LWP INSULATED ATTIC MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE Ohl Q 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS LADDER;OR APPROVED EQUAL NATURAL LIGHT VENTILATION AND DOORS ON PAGE 6-002. INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 4'-O" q'-6" 2.1. ROU6H OPENING 25" X 41" 11'-l0° (HABITABLE SPACE) 2.2. CEILING HEIGHT 7'-5" - V-II" FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 R403.5: 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. - VENT O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 5.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLOOR AREA 6-1 S.F. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 4.DBL. FRAMING WHEN NEW OPENING FLUIDS >105°F OR <55°F (R405.4) 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 101 2. PIPING " AND LARGER IN NOMINAL DIAMETER SWINGING, SLIDING, 4 BIFOLD DOORS INSULATION ABOVE w/HD. FR. (OR EQ) BAFFLE OR i - S.F. REQ. S.F. PROV. 6.2. WITHIN 15" OF F.F. RETAINER TO PREVENT INSULATION FROM ENTERING 5, PIPING 5ERVIN5 MORE THAN (1) DWELLING UNIT 6.3. WITHIN 24" OF A DOOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE a `1LIGHTING;MIN. 896 5.4 S.F. 5.6 S.F. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD OF FLOOR AREA 6.4. WITHIN 5TAIRWAY5 6 WITHIN 56" OF A LANDING (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 2-SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS 2- 6. PIPING LOCATED UNDER A FLOOR SLAB 6.5. WITHIN TUB/SHOWER ENCLOSURES THERMAL ENVELOPE OF BUILDING). A-501 lOa A-501 VENTILATION;MIN. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 6. INSTALL AS PER MANU. SPEC.'S 7. BURIED PIPING =ry 108 4% OF FLOOR AREA 2.-f S.F. 5.a S.F. PROPOSED 0H__1'7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND '1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 8. OTHER THAN DEMAND RECIRCULATION SYSTEMS. z � WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM _ O T BEDROOM (2) 2"xIO" HEADER U.O.N. NEW PLUMBING FIXTURES: NATURAL LIGHT $ VENTILATION o E 152 S.F. �rg� 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER O m p NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 7 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. p LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN-72" SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. HABITABLE SPACE) Q q_6 ABOVE GRADE OR THE ADJACENT SURFACE AT THE NEW FLOOR: FLOOR AREA 152 S.F. BUILDING EXTERIOR. - 4'-O" O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE b SCREW); 50REW PERIMETER OF SHEATHING 6" O.G. S 12" O.G. ® S.F. REQ. S.F. PROV. • F-ORE55 NOTE: INTERIOR. M/G O5 F IN COMPLIANCE WITH NEW YORK STATE BUILDING 2.NEW FINISHED FLOOR To BE 6" OAK-STAINED WOOD LICWTIN6;MIN. 5% 6 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF OF FLOOR AREA 12.2 S.F. 14A S.F. EGRE55 SHALL BE FOLLOWED: O NEW TILE FLOOR: lob - �C 3 q VENTILATION;MIN. I. NEW TILE FINISH (H.O. TO SELECT) UPON b.l S.F. 15."f S.F. NET CLEAR OPENING........... 5.'1 S.F. 4% OF FLOOR AREA = - m NET CLEAR HEIGHT............... 24" MINIMUM 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON cV PROP. 1 � I PROPOSED 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON - BEDROOM 5-6 5-II NET CLEAR WIDTH................. 20' MINIMUM ! _ p ATTIC � 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); m - 12 S.F. ��HATCH 152 S.F. NATURAL LIGHT 8 VENTILATION TYPICAL BATHROOM NOTE: 5CREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. m PROPOSED Q - (HABITABLE SPACE) O 1. WALL BOARD INTERIOR. BATHROOM 2 in FLOOR AREA 152 S.F. I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN ALL BATHROOMS NEW 4"x5" ALUM. DOWNSPOUT (TYP.) log S.F. 1 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER 10 S AND 5M/GO S.F. REQ. S.F. PROV. TUB SURROUNDS 2. SHOWER FLOORS 3 2 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON II NEW GUTTER HIGH POINT (TYP.) 7 r 104 LIGHTING;MIN, b96 2.2. CONCRETE MUD-5ET(SLOPE I/8 PROP. WALL " PER FOOT • OF FLOOR AREA 10.6 S.F. 10.'1 S.F. TOWARDS DRAIN) UPON MOUNTED TUB 5M/GO 6'-O" N �, ���eZ �t O VENTILATION;MIN. F- 2.3. WATER PROOF MEMBRANE TO COVER SHOWER �J FILLER 102 5.5 S.F. 11.2 5.F. Z FLOOR, WRAP DRAIN # ATLEAST IS" UP WALLS B 4 496 OF FLOOR AREA w 4'-6" 4'-0" 4 103 PROP. 2 SOFFIT Q GL. �, 0 VENT ® 13 N 5,-�„ II S.F. v IF (V LINEN I.M. REF. BUILT-INS _ J PROPOSED - - - 12'-3" - - - 4-�' QUARTZ COUNTER 0 Q : 411'-8° PROP. cv w - - - - - - - - - I - - - - - TIES T PROJECT: S L CATHEDRAL J 8 I I S.L. I = ® E GLOVER - - J CEILING `� I L _ _ PROP. DBL. RECONSTRUCTION MODIFIED I 7- FARM SINK LIVING ROOM _ _ - + - - i- p I-I - 190 S.F. - - - - - - - r _ I-I A-501 I m A-501 1300 BAILIE BEACH ROAD MATTITUCK, N.Y. 11952 VENT $ DRAWING TITLE: c I MODIFIED `�a PROPOSED FIRST FLOOR PLAN KI-TCH#EN - - Q - - - - - - I *GP - ?OAF. - - - J GENERAL NOTES: 3 I.EXTERIOR TRIM ON ALL j _+_1b_[ WINDOWS d DOORS DOOR SCHEDULE2. INTERIOR TRIM ON WINDOWS AND DOORS 5.BASE MOLDING TO BE A FLAT DOOR MATERIAL DT D STYLE WITH 8"BASE 6'-Oy2" 6'-Oy2" 3'-O" 6'-Oy2" 6'-Oy2" PROP' 4.PRICE OF PRIVACY GLA55 TO PAGE: PROPANE BE REFLECTED IN BID TAG DESCRIPTION MANUFACTURER Ll Q RAITI�NG NOTES 2'1'_2" STOVE WIDTH HEIGHT < DECK 4 RAILING 103000TO BE TIMBERTEGH FIRST FLOOR DECK TO BE DETAG H�r=D FROM HOUSE;PROPOSED 2 101 FRONT DOOR: THERMATRU 5'-O" 6'-8" LEFT HAND iv FOOTINGS WITHOUT HOUSE A-�� DATE: 10 24 24 SINGLE SWING INSWING - LEDGER � � 7 OF 14 102 IN DOOR: JELD-WEN 2'-4" 6'-8" • LEFT HAND SINGLE SWINGJ INSWING MODIFIED r - 105 INTERIOR DOOR: JELD-WEN 2'-6" 6'-V, • RIGHT HAND WOOD DECK 51NOLE SWING INSWING 565 S.F. 104 CLO5ET DOOR: DOUBLE SWING JELD-WEN 4'-0" OUBLE JELD-WEN LEFT HAND JE 8 105 INTERIOR DOOR: 2'-6" 6'-8" • SINGLE SWING INSWING 1067F CLOSET DOOR: LD-WEN 4'- " 6'-8" • 2q'-1Y" -� , DOUBLE SWING I: r � 10'1 INTERIOR DOOR: J ELM-WEN 2'-b" 6'-8" LEFT HAND • ;t I, +. SINGLE SWING OUTSWING fi='R OPOSED FIRST FLOOR FLAN 105 INTERIO JELD-WEN 2'-8" 6'8" POCKET DOOR R DOOR: IOq SINGLE SWING THERMATRU 3'-O" 6'-8" 10:1=L • 1,060 S.F. Hf�5IT5LE SF' G ; 1,128 S.F. GROSS RE SCALE: I/4" = I'-a" h,.., . •J,� 0E I ERA ALL NEW WINDOWS SHALL BE MARVIN ELEVATE COLLECTION; INSTALL AS PER MANU. 5PEG.'s. SEE PACE "0-003" FOR NAILING & STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 12 WOOD FRAME (L.G. STL. CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q � EXI5TIN WHEN APPLICABLE)� C TO REMAIN WINDOW CHART NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W EGRESS J CO STL. WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT (o QUANTITY OF OPENING TEMP PROV. PROV. Q N MIN. (2) 2"x4" STRUCTURAL TAG TYPE MODEL # -' NEW I-HR FIRE RATED ® � WINDOWS WIDTH READ: 20' PER PER � � Lo WOOD FRAME (L.G. STL. POST FOR 4" WALLS HEIGHT REQ'D:24" UNIT UNIT WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.7 5. � _ r- P05T FOR 6" WALLS), U.O.N. A MARVIN I ELGA3355 8'-11, 4'-T 8'-O" 4'-'7 �" [J1 a.3 a.8 NEW 2-HP, FIRE RATED CASEMENT 3W E }, �; CO WOOD FRAME (L.C. 5TL. B MARVIN I ELGA253ci �E 4'-1" 3'-3 4'-0" 3'-3 �" [J1 4.5 4h 0 L0 Z O WHEN APPLICABLE) CASEMENT ELGA335a � .� � U � G I 5-5J 4-I I 5'-4" 4-I I lo.0 10.6 2 X N CASEMENT 2W E � FLOOR PLAN NOTES MARVIN ELCA335cl „ 0 O 0 a-J O FD I 8-I 4-I I 8-O 4-I I lo.o lo.b m Z; CASEMENT 3W E O a DOOR NOTE: NEW LAUNDRY ROOM: THERMOSTAT: MARVIN ELGA335�i Q C6 DTLIF I 8-I 4-I I 8-0 4-I I [.7� lo.o 10.6 O Oj 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O5 I. NEW WASH /DRY HOOK UP 13 1. PROVIDE THERMOSTAT FOR I ZONE: CASEMENT A E Q p_ Q ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s - ZONE I: FIRST FLOOR MARVIN ELGA2�13a „ , „ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ 51ZE OF EQUIP. 2. H.O. TO SELECT MODEL; INSTALL AS PER E CASEMENT I 21„1 4-a 3-3 4-8 3-3 5.4 5.8 ON PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REQ'S PER MANU. MANUF. SPECS 3.NOTE DOES NOT INDICATE EACH NEW DOOR MARVIN ELGA3355 PROPOSED;SEE DE516NATION5 $ DOOR SCHEDULE. A/G CONDENSERS: F I 5'-5" 4'-7 11.2 CASEMENT 2W E ^ ` 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 14 I. PROVIDE NEW 3-TON A/C CONDENSER BY "RHEEM" OR W IF DRYER EXHAUST NOTE: MARVIN ELGA3731 „ WALLS, U.O.N. APPROVED EQUAL. G 2 6-i 2--1 6-O :2'--7 J 5.6 5A I. DUCT SHALL TERMINATE TO EXTERIOR 2•PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH CASEMENT 2W 5. INSTALL AS PER MANU SPEC.s 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 6.PROVIDE (2) 2 xl0' HDR., U.O.N. ZONE (SEE THERMOSTAT FOR ZONE DE516NATION).DUCT SIZE AS PER MANU. VELUX FIXED FGM141 '7. SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENIN65 3.INSTALL AS PER MANUFACTURER SPECS. H 4 26'- " 50'-J" 25'-�" 401 ELEMENTS AROUND DOORS (T1'f'. FOR ALL) U.O.N. 3. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND SKYLIGHT 2246 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING 5. TRANSITION DUCTS SHALL NOT BE CONGEALED CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO WITHIN SUFFICIENT 70 OSMOKE DETECTOR / GO DETECTOR NOTES: SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUGS SYSTEM CONDENSER. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO 5• ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 • HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED APPLIANCE, AND AT LEAST 5' FROM WINDOW5/DOOR5 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES IN ACCORDANCE WITH UL 2155A. WHENEVER POSSIBLE. SHALL NOT BE REQUIRED WHERE EX15TINO ALARMS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ARE NOT INTERCONNECTED, AS PER NYS R314.4. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 4-1 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST SOUND BARRIER WITHIN INTERIOR WALLS: PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. SCREWS BOUND TRANSM155ION GLASS(STC) FOR AIR-BORNE 'E- HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER N015E OF NOT LESS 50 AS MEASURED IN ACCORDANCE 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. LOCATION TO THE WALL OR ROOF TERMINATION. THE WITH ASTM E 010. 5. INSTALL ALL AS PER MANU. SPEG.'s MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U c 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° I'-2" TYP. OVERHANG _ IN COMPLIANCE WITH LOCAL CODE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES HIGH EFFICIENCY LAMPS: Io i-- WINDOW NOTE: NOT INCLUDE THE TRANSITION DUCT. NOT LE55 THAN 110% OF THE PERMANENTLY INSTALLED LIGHTING - FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER - -� O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN ELEVATE 2020 NYS EGG R404.1 CASEMENT,DOUBLE-HUNG, OR GLIDING (A5 NOTED). O NEW ATTIC, ACCESS - PULL DOWN LADDER: 10 I I I I II 11 I y►. N i I I, III II IINSTALL AS PER MANU. SPEC.S. .I I I I I (v 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. MIN. 350 # CAPACITY HOT WATER PIPING INSULATION: I ,�. i. SEE DE516NATIONS # WINDOW SCHEDULE. 2.PROVIDE UNIT BY 'FAKRO' MODEL#LWP INSULATED ATTIC f I I I ( ® MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE ,, 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "6LA55 WINDOWS LADDER;OR APPROVED EQUAL INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE AND DOORS" ON PAGE 6-002. 2.1. ROUGH OPENING 25" X 41" 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2.2• CEILING HE16HT'I'-5" - V-II" FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H 3.ENSURE SIZED TO FIT MECH. EQUIP. THRU OPENING I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 4.MEL. FRAMING WHEN NEW OPENING FLUIDS >l05°F OR<55°F R403.4) 6.1. FOR ALL 5KYLI&HTS d OPERABLE PANELS OF 5. WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q ( INSULATION ABOVE w WD. FR. OR EQ BAFFLE OR 2. PIPING AND LARGER IN NOMINAL DIAMETER SWIN61N6, SLIDING, d BIFOLD DOORS / ( RETAINER TO PREVENT INSULATION FROM ENTERING 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 6.2. WITHIN IS OF F.F. DWELLING WHEN OPENED, 5 G 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 6.3. WITHIN 24 OF A DOOR PE A PER NYSE G R402.2.4 S. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 2- 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56 OF A LANDING (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE I O4 OOOO10 THERMAL ENVELOPE PE OF B UILDI N G). 6. PIPING LOCATED UNDER A FLOOR SLAB A--5I0 1 l(l IlI III+I!!IIIIIIII�I!,I II,,II!'iI',�lI,jI'II!Ii(I1I'i�!,"1!lIiIIIiI!Il►ril,�I;p,II,II�1I,'l I!j;I:;�It.pl;:';i'.i'I!,(i,�i,I!I'IIII'II.I)III�i!lI,;;'IiIsI� Illl�P.p�h°I�'atlP,'I,.IIIJ(II(I,III,I';III I II,I1IIIII'lI l!I!;I1 I II,Ii,�!l'{IIIII.l I lIIIIIuiIIII!;.I IIU';liI'6,I j!iI I lII IlI(I l,,II:II!lL��!IIIIIIII,III I�IIIIi1II lIl1,II I!IIiIII !IIIjIIII '�lII I! - - - - I:(10kriII4r h._I , IIIIIIlIIlI III, I-I A2-- 5016.5. WITHIN TUB/SHOWER ENCLOSURES -• BURIED PIPING6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 6.INSTALL AS PER MANU. SPEC.'S 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. OTHER THAN DEMAND RECIRCULATION SYSTEMS.WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2 xl0 HEADER U.O.N. NEW PLUMBING FIXTURES: 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6H75 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002.LE55 THAN 24 ABOVE F.F.,THAT ARE MORE THAN 72„ ABOVE GRADE OR THE ADJACENT SURFACE AT THE NEW FLOOR:BUILDING EXTERIOR. I. NEW J" PLYWOOD 5UBFLOOR BENEATH (BLUE 4 5CREW); SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® EGRESS NOTE: IN COMPLIANCE WITH NEWPORK STATE BUILDING INTERIOR. .NEW FINISHED FLOOR TO BE 6" OAK-STAINED WOOD CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ECPRE55 SHALL BE FOLLOWED: NEW TILE FLOOR: 1. NEW TILE FINISH (H.O. TO SELECT) UPON NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HE16HT............... 24" MINIMUM 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON NET CLEAR WIDTH................. 20 MINIMUM 5.NEW DUROCK CEMENTBOARD (OR EQUAL) UPON 4.NEW PLYWOOD SUBFLOOR BENEATH (CLUE t SCREW), TYPICAL BATHROOM NOTE: SCREW PERIMETER OF 5HEATHING 6" O.G. 4 12" O.G. ® 1. WALL BOARD INTERIOR. I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS NEW 4"x3„ ALUM. DOWNSPOUT (T P)1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TOSELECT) UPON NEW CUTTER HIGH POINT (TYP.) HIGH POINT j2.2. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT TOWARDS DRAIN) UPON 2.3. WA PROOF MEMBRANE TO COVER SHOWER W�Z FLOOR, WRAP DRAIN ATLEAT 18 UP WALLS �W IIIJ�,Milli1 I' P R1OJ ECT: OHS.L. GLOVE R RECONSTRUCT ION A-501 A-501 300 BAILIE BEACH ROAD MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED ROOF FLOOR PLAN I PAGE: Amil.04iiiii, 00 DATE: 1 /24/24 8 OF 14 L - - - - - - - - - - - - - - - - - - - - - - � FROP05E1� ROOF PLAN, � 5CALE: 114" = P-O" �' ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM d CONSTRUCTION 5TANDARDS Q 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION BEFORE FURCHASIN6 Q W IA ASPHALT; DARK GRAY J m TYPICAL SIDING: Q +-' CV O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O !- O BEFORE PURCHASING - } 0 ® HARDIE SHAKE SIDING; BLUE GRAY O O C�1 z 0 CD Lo NEW 4" SEAMLESS GUTTERS B DOWNSPOUT5; WHITE C X CV \ \ ALUMINUM 0 00 m . (9 TYPICAL, WHITE 5/4"x&" 'AZEK' (OR EW: 4 N Q Ccu W O4 I. PROVIDE AT ALL FASCIAS Q 0 p. G O 2. PROVIDE AT ALL SOFFITS 5. PROVIDE AT ALL WINDOI^UDOOR CASINGS 4. PROVIDE AT COLUMN CASING FREEZE PROOF HOSE BIB: O FASTENED H/ MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT H/OWNER) O INSTALL AS PER MA NU. 5PEECHANICAL UNIT FRESH AIR INTAKE: D ONEW MECHANICAL UNIT VENT. INSTALL AS PER MANU. SPEC.'S n0 15' SIDE YARD W SETBACK LL Li c Q OD .� p 1 iLLdLjL0� Ilk LLLLi L=J L [i 1�2 i LLLL FF F.F. i- : SOUTH ELEVATION (FRONT) NEST ELEVATION (LEFT SIDS) 50ALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" z w O V / F— Q PROJECT: GLOVER RECONSTRUCTION FRONT YARD 300 BAILIE BEACH ROAD SETBACK MATTITUCK, N.Y. 11952 IA ---�_� —__- -- -_ - ---- — DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS — — — — s -- ----- PAGE: LLLL L LL/�� 4 O O _2- 0 ■ ®® u LULILa a-iL �� � LLULi o Qal� I�I �ILLL]iii Liu-dL I L LLJI iiLLLUL r iiLLLLt LLLdil-i III I II 1 ® 11 ,-I „11 I 1\��a �ILJ I DATE: 10/24/24 9 OF 14 O r zJ 1J Lu LJ L LLl I Ii 56" COUNTER H\\ BE ON m II I I F.F. F.F. MIN. r'y e 1 PROP. CONDENSER '1 6 EAST ELEVATION (R I O HT SIDE) NORTH ELEVATION (REAR) SCALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" BU I LD I NO SECTION NOTES NEW ROOFING NOTE (TYP.): d O I. INSTALL NEW ASPHALT SHINGLES. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 0 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) LLJ 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) ui C6 6.PROVIDE RIDGE VENT(AS REOV) J -1. FLASH ALL VALLEYS (y) S.INSTALL DRIP EDGE AS REOV Q t (\J cl. INSTALL ALL AS PER MANU. SPEC.'S �i 'c Lf) O TYPICAL ROOF 4 CEILING CONSTRUCTION: _ b- O >: C9 • NEW ROOFING AS NOTED 0 • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) O C (\J z 0 • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER CONNECTION 'A' A5 CL � ,Y 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N PER PAGE 6-005 T r- U •— • PROVIDE '7" THK. SPRAY FOAM INSULATION (R-44 ® PROPOSED RIDGE HEIGHT NEW RIDGE O X O N R-T/INCH) 0 O O 4- PROVIDE• 2" THK. SPRAY FOAM INSULATION ® EAVES ELEV. +I'1.4' ---------------------_-_--------------- m -Z Lr) NEW EXTERIOR WALL CONSTRUCTION (TYP.): CV O CD C O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 12 Q a O • I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD �? SEAMS) UPON • 2"x6" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE MIN. R-2I BATE INSULATION EXPOSED RAISED O.J. • 5/8" GYPSUM BD. WALL FINISH . CONNECTION 'BI' ASPER PAGE 6-005 W NEW SIDING NOTE (TYP): [� NEW R.R. TO G.J. I. INSTALL NEW 5IDIN6 AS PER ELEVATION NOTES 2."TYVEK" HOUSE WRAP (OR EQUAL) p 5.INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR PROPER in pC INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL U • - TYPICAL FLOOR CONSTRUCTION: Ip O 1. FINISH FLOORING AS PER HO APPROVAL W 2. 5/4" T46 COX PLYWD. SUBFLOOR GLUED 4 SCREWED �✓ 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST e o e FLOOR AND FOUNDATION) FF Ip r 5. 2" THK. SPRAY FOAM AT BLDC. PERIMETER RIM JOISTS EXISTING_FIRST RINI_SHED_FLOO_R CONNECTION 'G2' AS ••L� ELEV, +2+2.ci' —�� PER PACE 6-005 --------- LIVING ROOM G 05ET ITGHEN X NEW STUD TO U F.J. PER PLAN FLOOR TO STUD EXIST. GRAWLSPAGE Q • BASELINE (AVERAGE GRADE) TYP. 6RADE V J ELEV. +0.0' T; -cv Allk EXISTING GRAWLSPACE ELEV. -3.3' ------------------- SECTION I - I/A-301 50ALE: 1/4" = P-O" in z W CONNECTION 'A' AS 0 O PER PAGE C5-005 U PROPOSED RIDGE HEIGHT NEW RIDGE ELEV. +I'T.4' ATTIC ACCESS GORE I • MINIMUM OPENING 5IZE 22"X50" • MINIMUM HEAD CLEARANCE 50" FROM UNDERSIDE OF CEILING TO 12 FW- ATTIC STRUCTURE �Q�-A`N (PROPOSED —�S a ��. EXTEND WALL ` ATTIC TO R.R. PROP. RIDGE PER PLAN CONNECTION 'BI' AS PROP. ATTIC 2 PROJECT: PER PAGE 6-005 HATCH NEW R.R. TO G.J. S PROP. G.J. .J. PER PLANJI GLOVER J. PER PLAN RECONSTRUCTION � I 2 � I � I w 3 1300 BAILIE BEACH ROAD 4 ° _ _ MATTITUCK, N.Y. 11952 CONNECTION 'G2' A5 I I PER PACE 6-005 00 1 I I EXISTING FIR5T FINISHED FLOOR NEW STUD TO ❑ ❑ ELEV. +2.Q DRAWING TITLE: ' —�� FLOOR TO STUD 5 I I -------- MASTER BEDROOM G_L05ET A DRY F.J. PER PLANC g NG SECTIONS PROPOSED CRAWL5PACE BASELINE (AVERAGE GRADE) ELEV. +O.O' rT ------------------- i- m PAGE: GRAWLSPAGE -'� ------------------- A-301m00 SECTION 2-2/A-50I DATE: 10/24/24 10 OF 14 SCALE: 1/4" = I'-O" - 4r l 11 � PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. d FOUND. WALLS d P. GONG. FT615. PROVIDE 5TRAPPIN6 4 NAILING Q AS PER CONNECTION 'D' IN Lu TYPICAL NAILING/STRAPPING W PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, LLI BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" J Ca PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. ty) (WHEN APPLICABLE) Q �.� N •O Ln FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES NOTED ON PLAN UPON SILL SEAL UPON COPPER O TERMITE SHIELD - 0 L v— NEW 5/8"cP HOOKED ANCHOR O O N z 0 BOLTS ® 59" O.G. w/5" 5G2UARE d - L0 WASHER # ENDNUT z O O o (V IF? - - )) - �p x< � Yw � -J N L0 � wN$$ Q O a. O 1 m �YQ #4 HOOKED VERT. II 0- MIN. 4" BETWEEN EDGES OF REBAR ® 45" O.G. 011, A m cj 1-1/2" SOUARE BALUSTER II (STYLE TO SELECT) W I 4. II 5IMP50N H2.5A RAFTER II TIE (OR EQUAL) ASPHALTIC DAMP kill 6RADE 5/4"xb" P.T. DECK PROOFING TO EXTERIORI _ __ BOARDS 1 I I , I P. GONG. FOUND. WALL II -� (2) 1/2"0 HOT DIPPED 6ALV. 1 , (MIN. 4,000 PSI) BOLTS ® EA. POST w/OVERSIZED �. °jl P.T. D.J. AS = z = WASHERS d END NUT PREBORED T . ' 8 PER PLAN N- INTO BEAM, POST, DECK TIE 4 PERMAGAST COLUMN AS PER -L _ PLANS; INSTALL AS PER MANU. + RIM BOARD ASSEMBELY #4 HOR. FONT. REBAR ® II' P.T. BEAM AS NOTED SPECIFICATIONS d II ry z - SOLID BLOCK ® 12" O.G. TOP, MIDDLE, d BOTTOM OF II. - Z (V WALL (5 TOTAL) —(- JI _ (2) 51MP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU 6RADE DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER 11. - 4 END NUT PREBORED INTO EA. POST n ' POST d DECK JOIST TIE 12"� 'SONOTUBE' FILLED ''j1 II•` �: < P. GONG. FONT. FT6. 1W SOLID w/ P. GONG II II: (MIN. 4p00 PSI) 11 .a _ "SIMPSON" ABA44 41II.• (3) #5 HOR. FONT. REBAR II - ® COLUMN BASE - (MIN. 4p00 P51) n l 1f 11 . V/ 11 (V POST AS PER PLANS III z Q 4" P. GONG. SLAB 11 .d 6RADE (2) #5 BENT REBAR 0 I I ° ° 11 12"0 'SONOTUBE' FILLED SOLID w/ P. GONG. oll ��I (MIN. 4,000 P51) o Z NEW 24"x24"x12" l • ' . 11 11 ' b MIL POLY a -� DEEP P. GONG. PAD 4JJ•LL�.. ; MOISTURE RETARDER I p - FT6. (MIN. 4,000 PSI) 4" GRAVEL BASE ,- NEW (5) #5 HOR. PROV. GLEAN - 141 REBAR UPON (5) #5 COMPACT FILL c ° HOR. REBAR (b TOTAL) 0 2 EXTERIOR V400D DECK DETAIL fi ERMACAST OOULM FOOT I NO DETAIL FOU1NDATION NALL DETAIL A-401.00 SCALE: 5/4„ - IO A-401.00 SCALE: 5/4" = 1'-O" - A-401.00 SCALE: 5/4" = 1'-0" 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 5/4" x REO'D HE16HT P.T. RISER ° EXTERIOR 5HEATHIN6 AS 11 5/4"xb" P.T. °- -° ° - -- ----- - - PER SECTION NOTES DECK BOARDS SIDING MATERIAL AS 2"x BLOCKING ® EA. PER SECTION NOTES STRINGER TO MATCH SIZE 8" THICK REINFORCED CONCRETE to OF P.T. DECK JOISTS BUILDING PAPER 4 HOUSE WRAP w TO FULLY OVERLAP FLA5HIN6 6RA5S SHOULDER AREA (TYP) 24" DIAMETER CAST IRON OR FINED SURFACE COVER INLET ORATE 4 FRAME FASTEN STRINGER TO v BLOCKING (MIN. b i^ FASTENERS) "Z" FLASHING 5/4"x6" P.T. DECKINCG NOSING N.O.N. ON PLAN/ - (�) CAP FOR 5EGTION/DETAILS) -� VAV P.T. STRINGERS ® 16" DRAINAGE —-- 4 THK. x 8 WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® _ -I OF STAIR P. GONG. PAD EA. STAIRWAY) U1 Q -III=I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i - \ �a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III-III- 2 xb P.T. BLOCK IN BETWEEN I I-_I I-I PROJECT: EA. STRINGER. FASTENED TO m X NOS - Q ALL DEGKIN6 SHALL BE FASTENED ff P. GONG. PAD w/ la/64" x i w/COATED DEGKIN6 5CREW5 BY METAL DTT DECK TENSION 3-I/2 CONCRETE SCREWS BY t' Z DECK MATE (OR EQUAL) JOISTS AS PER PLAN FASTENED w/(2) TIE BY SIMPSON (OR ' PRECAST r-ONIS. "CALIBURN" (OR EQUAL) - MIN. 5/8" (P x 5" LONG HEAVY DUTY GAL. FLASHING EQUAw LGHIN6 RING. SEE GLOVER (5) SCREWS PER BLOCK 0" MIN. LA6 BOLTS ® 16" O.G. INTO MUD SILL b WATER CALCULATIONS ON RIM BD.;WHEN ® FOUND. WALL FASTEN FLUSTER SITE PLAN FOR REOV RECONSTRUCTION 6RADE 6RADE w/(2) 5/8"4, x 5" LONG APPROVED FLASHING P.T. DECK J015T EFFECTIVE DEPTH MASONRY ANCHORS ® 16" O.G. AS PER PLAN 2'-O" DIAMETER AS 2'-O" I FOUNDATION WALL MIN. PER SITE PLAN MIN. EAN SAND S GRAVEL FILL 4 EXTERIOR MOOD STAIR DETAIL � LEDO E OONNEOT I ON DETAIL ( D MA R-i-`NELL DETAIL 1 BAILIE BEACH ROAD TTITUCK, N.Y. 11952 A-401.00 A-401.00 A-401.00 SCALE: 5/4" = I'-O" SCALE: I" = I'-O" SCALE: I/4" = I'-O" DRAWING TITLE: DESIGN DETAILS PAGE: A-40mimOO DATE: 10/24/24 11 OF 14 SENDRAL 5"*r��50L < "*r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 uj NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J t0 STL. WHEN APPLICABLE) (y)NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,• t � WOOD FRAME (L.G. STL. El POST FOR 4 WALLS = O WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O POST FOR 6" WALL5), U.O.N. } c NEW 2-HR FIRE RATED :ice _ WOOD FRAME (L.G. STL. LO O N z O WHEN APPLICABLE) CL Lo X N O O O � O m N ca � c O Q a O — — a=�, _ _ _ • — — — — — — — — — — — — ++ L — — L — — _ — 7 (2) 2"xl0" HDR EK . - - - - - - - - - - - - - - - - —• • I RAP — xAZ (3) 2"XIO" P.T. H R. rt I L _ J (3) 2"xi0" HDR. U 0) O to O NEW 211x6" Q ® O N V J w} w I F' . F.J. ® Ib" O.tl NEW 2 xb �_ z G.J. ® I6" O.G. �p m N O W ry Q �p0 a_ x � III oiv X m � � I° X ® a — ': I I L — J m (2) 2 N IO" HDR. [A " RAP W/ Ix AZEK G.J.E® 161, x 11 O.G. 12) 2"XIO" P.T. HD d cl.j. a 161, _ — F T Q I 2 ATTIC =X HATCH N m _ — SM/CO c!) L)EXI5T. 2"xb" I zp Q / F.J. ® 24" O.G. NEW 2 xb" SM/GO 1 i x G.J. ® Ib" O.G. cV DBL. PO T TO LVL m O RIDGE ANp DBL. TO 2x RI15 E E • LINEN 4I 2"xlO" HDR. $� z tu am r, Ohl r,,,i,;'„'•.n�fh>.�\;.�� � Tl� r T - W — — — — — — — — — — o — — — X �2"x8" G.T. SANDWICH— BETWEE— DBL—R.R. c� cV O I WRAP W/ Ix P.P.P ° �' dJ l�L - C— — ® Q LL1 SM/co I I III o m _ _ — = J ^m ►n 05" CENTER 5KYLIC7HT 1 EXISTING (TYPJ ( — —BTWN. C.T.. (TYP) — — — — — — i— p - - — — — — — — — - - - PROJECT: (2) 2"x8" G.T. SANDWICH BETWEEN DBL R.R. WRAP W/ Ix P.P.P _ _ GLOVER 1 1 I I I ° ° RECONSTRUCTION = = J = = J o0 —� — — — (2) 2"xb" G.T. SANDWICH B WE N DB R.R. — — — — — — 1300 BAILIE BEACH ROAD (5) 2"xlo" HDR. WRAP W/ Ix P .P (5) 2NIO" HDR. MATTITUCK, N.Y. 11952 (2) 2"XI2" P.T. HDR. — — — — �(2) 2"XI2" P.T. HDR. — (3) 2"xl0" HDR. _ _ DRAWING TITLE: PROPOSED STRUCTURAL PLAN v _ o 3 ® PAGE: S-101000 (2) 2"XI2" P.T. HDR. (2) 2"XI2" P.T. HDR. — — —� — — ®- — — DATE: 10/24/24 12 OF 14 �— — — — — — — — — — — — — — — — — — — — — -� b'-Ioy2" b'-loy2" PROP05EP FOUNDATION STRUOTURAL. PLAN FROFOSE7) FIRST FLOOR STRUOTURAL FLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" Ty. aJ.W. CENEAL SY1�1�OLY : ' EXISTING TO BE DEMOLISHED NEW PART HEIGHT, WOOD FRAME (L.G. STL. Q 0 WHEN APPLICABLE) W EXISTING TO REMAIN -----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W cc F— i STL. WHEN APPLICABLE) 'J (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL // c u') WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS !� O � WHEN APPLICABLE) (MIN. (2) 2 xb 5TRUGTURAL P05T FOR 6" WALLS), U.O.N. — 0 WOOD FRAME(.O. STL.L. p C N z O WHEN APPLICABLE) a. 'O u') 2 X N O O a-J i 0m -� C4 N cj c(3 Q 0 L 2: W D - - - -J -� DBL. POST TO RIDGE �I ! li;l_ I�,i,'! i• 'I II I! I 'Ill; (I ;� Id !I( 1 'i I I � I jl I ; �� ! ' �, , I` ! ! :I ,ij II II 'i 'u! III'll�;;;�!fl ' IIII CU m ❑� � ,n� ; I �j j !i ( ! it { !� I' I I!; i i' I I I'll I I � �J W 'Ij� I!'i III ,ll I ! i l i ';1 I''I� i�!I� I � i`t_JJ�i � ■ �_ I i''i� !II!i � ' 1i ! ! li' ,, I I I I I !• � i,li� II� '''� I� � ! >. I I till DBL. POST I I!II IIIII — TO RIDGE ' I , i ,h , � i ; I ; �� II E Iki EW x O I ! i , II I IMI I IIll, :, it ! I I• ,. ! I I li l I 1',I ,I !'' III B . R l ! H IIII $ • li ! � I il'il I ; III I'' I II� I!I j II � ii I I I � I I Il I �� � I!I!I i I ! I�III�I !I I � l � � � I ► NEW �I� it i I I � II , >I� � �0 l i!l R I6" Obi U I ! I II'I !, I I' .�•r.: F"° f :L, I>�c, I i' 'I I ; I ,i LI�I . 1 .I , ,, I• I ' I � h I. I I jl� �, I I! ! , I; ; IIII PROJECT: ! �I•I I '; 1 ' j I ! � ' `II' II ' ;!'! li � ! I!• i i ! ! � I II I ! � ! !!!III 11!!'�; I I� GLOVER RECONSTRUCTION fl1300 BAILIE BEACH ROAD DBL. POST TO RIDGE I MATTITUCK, N.Y. 11952 i I DRAWING TITLE: PROPOSED STRUCTURAL PLAN I I I I i PAGE: I I S-:102m00 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� DATE: 10/24/24 13 OF 14 FROFOSE17 ROOF STRUCTURAL PLAN 50ALE: 1/4" 1'-0" O ell k . . Q 0 W J � ui Q 1N-' �i 1)c L O L � • az6 . Yin 10 � O PROVIDE "ABESGO FP200 FR 4" FRESH AIR VENT EXPANDING FOAM" (OR EQUAL) Q THROUGH ROOF RATED PENETRATIONS IN FIRE W FLOORS/CEILINGS. PRODUCT 5111 CONFORMS TO A5TM E 514, NOTE 1 A5TM E &4, AND UL I4-701 ►L p ALL PLUMBING $ 1 FUEL GAS WORK U SHALL CONFORM TO LOCAL I Q PLUMBING GORE # FUEL GAS LAUNDRY ROOM BATHROOM 2" -----_ --_-___ 2" -------7--------�---- �-------T--- --------------- NOTE: r I I 1 I KITCHEN ALL PLUMBING WORK 4-1 m I I I I SHALL CONFORM TO I I I I LOCAL PLUMBING CODE PIPING PENETRATIONS: EXPANDING FOAM (OR EQUAL) O I I I 2„ I. PROVIDE "ABE5G0 FP200 FR 0 1 I 2 1 2'1 1 AT ALL PENETRATIONS AT WALLS � I I I 1 1 GLEAN OUT KITCHEN E 12 12,E I 1 1 3 A5 REQ D AND FLOORS/GEILINC5. I i ► I I S REM p 2.PRODUCTTM E 54, AND 14 11 E EXIST. F.A.I. TO 1 p W.�. AIN rl:SHER I TUB ISHOWER I- 1- DW !^ �_ •VJ G.O. W G.O. RANGE Ilk cl 411 m 4" HOUSE EMAIN DRAIN G.O. U Q �� 4 TO SEPTIC SYSTEM m w U QWALL HUNG COMBINATION VERIFY SIZE BOILER/WATER w/MANU. HEATER U PROPOSED BURIED 500 GALLON PROPANE TANK FLUM51 NC RISER - DRAIN / NASTE / TNT OAS RISER - SUPPLY` 5GALE: NT5 5GALE: NT5 z w O CU 0 w a 0 V QALL PLUMBING WORK PROJECT: SHALL CONFORM TO LOCAL PLUMBING GODS GLOVER RECONSTIRUG EG ND LAUNDRY ROOM BATHROOM KITCHEN HOT WATER 1300 BAILIE BHA E) -----� SUPPLY MATTITUCK,I9Ma 0 �••-,•-•.� GOLD WATER IL Q i 4 �� SUPPLY DRAWING TITLE: _F Qi qa qa I I I i V j INTERIOR SHUT-OFF PLUMBING RISER @ GRA E1 :x 1 I p� v I •3 1 .x 3 FOR HOSE BIB *I I v1 I� 1 IC W.G. I vI Iv - Iv REF. Nj I iv1 Uv ivy 1= SHOWER m - I �i i" n i� ICE GAS RISER DIAGRAM KASHEP. �I .N[E:;aJ �I I \ DW MAKER NEW FREEZE PROOF HOSE BIB -----------___1 : J w/VACUUM BREAK FASTENED .._.._.._.l_.._.._.._.._..L.._.._.._.._.._.._..L.._..1.— ._.._.--�I.._. _.. _.._..�.._.._.._.._.._.._.. w/PIPE FASTENERS (PRECISE LOCATION T.B.D. IN FIELD - . CONSULT W/OWNER) MECH. ROOM PAGE: I U I TO STREET Q L- � m WATER MAIN P-10EX r- Ix - I 1 PROVIDE "ABESGO FP200 FR W EXPANDING FOAM" (OR EQUAL) lii I l a � AT ALL PENETRATIONS IN FIRE DATE: 10/24/24 OFF p RATED WALLS AND FLOORS/rECONFORMS ITO A5TM E 814, A5TM E 54, AND UL 14'19 f"..t-w�6`...�"'AE'"•4. p.fie. SCALE: NT5 a Q Lu LLI co J m Q +-' CV O. Lr) O O � O ); C9 L � � O C N z O CL 'C-0 � � �' C X � CV O O O +- 1 O m z W NO c Q a O u PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR EQUAL) Q 4" FRESH AIR VENT AT ALL PENETRATIONS IN FIRE `THROU GH ROOF RATED WALLS AND FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E b14, 3 I A5TM E b4, AND UL 147q NOTE: ALL L FLUMBINO 4 I SHALL CONFORM U TO LOCAL 4J PLUMBING CODE d ' 1 Q FUEL GAS V l LAUNDRY ROOM BATHROOM 2" _____ —______ 2" n_ W m _____ _ --r---- 1--------T---- -------------- NOTE: —�� W r— T I I I ALL PLUMBING WORK I I I I KITCHEN SHALL CONFORM TO I I I LOCAL PLUMBING CODE PIPING PENETRATIONS: I I I. PROVIDE "ABE5CO FF200 FR43 "� 1 I 2::1 2„1 12 KITCHEN ILL I AT ALL PENETRATIONS AT WALLS 11 EXPANDING FOAM" (OR EQUAL) / 1 1 I I GLEAN OUT AS REQD AND FLOORS/CEILINGS. v 1 2,: 1 2 1 1 I S 3 2.PRODUCT CONFORMS TO A5TM E 1 EXIST. F.A.I. TO O 614, A5TM E 84, AND UL 14711 i••� L I I W.�. REMAIN it 2 w,asHER I TUB IfSHOWER I-� I 14, DW �_ < 2 3 W G.O. G.D. RANGE G.O. 4" \ m 4" HOUSE MAIN DRAIN C.O. ua v N 411 TO SEPTIC SYSTEM m v U Q WALL HUNG Ul COMBINATION VERIFY SIZE BOILER/WATER w/MANU. HEATER U PROPOSED BURIED 500 GALLON PROPANE TANK FLUME I NC RISER — r7)RA I N / NASTE / VENT CAS RISER — SUPPLY SCALE: NT5 SCALE: NT5 z W O tL O V NOTE: PROJECT: 4 ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE GLOVER RECONSTRUCTION LAUNDRY ROOM BATHROOM KITCHEN EGEND HOT 1300 BAILIE BEACH ROAD -----� SUPPLY MATTITUCK, N.Y. 11952 �..—.._. GOLD WATER SUPPLY Q DRAWING TITLE: Q, Qa Qa 1 ! I j � INTERIOR SHUT-OFF PLUMBING RISER DIAGRAMS �I IU 31 I� �1 I WG• '� I !U I IV Iv FOR H05E BIB I xl ,, o =I z1 REF• GAS RISER DIAGRAM WASHER N1 T N1 !� TUB �I �ry SHOWER m (III !N cVI I� IN ICE — —I I DW ` MAKER NEW FREEZE PROOF HOSE BIB L_____�_-------i---------------1 ' ----- J w/VACUUM BREAK FASTENED .._.._.._.l_.._.._.._.._..L.._.._.._.._.._.._..L.._..1.._.. _.--�i.._. _.. _. _..J.._.._.._.._.._.._. w/PIPE FASTENERS (PRECISE LOCATION T.S.D. IN FIELD - I — — CONSULT W/OWNER) 1 PAGE: MEGH. ROOM I TO STREET Ll L._ m? j 1 [HATER MAIN P- 00 1010 _ ..J.._.._.._.._.._. Q 1 � � PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR EQUAL) v 1 w AT ALL PENETRATIONS IN FIRE DATE: 10/24/24 14 OF 14 J 1= D_ RATED WALLS AND Qr J -a p}� FLOORS/CEILINGS. PRODUCT J N CONFORMS TO A5TM E b14, A5TM E 84, AND UL 147q A UME3I C SE — UP t,a Vie} . L N fiz I � S SLY SCALE: NT5