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HomeMy WebLinkAbout46287-Z Town of Southold 10/14/2022 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43479 Date: 10/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 875 Royalton Row,Mattituck SCTM 9: 473889 See/Block/Lot: 113.-7-19.34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 46287 dated 5/20/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,partially covered front porch,rear raised patio,rear second floor balcony and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0613 9/30/2022 ELECTRICAL CERTIFICATE NO. 46287 8/ 022 PLUMBERS CERTIFICATION DATED 8/19/2022 0 ich r Cannarella //#I 31 0i d Si nature �SUFFo��-�o TOWN OF SOUTHOLD Sao- aye BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • 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#: 46287 Date: 5/20/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 875 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.34 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 11/19/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,974.40 CO-NEW DWELLING $50.00 Total: $3,024.40 Building Inspector pF SO!/��ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 lyOOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 875 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46287 Section: 113 Block: 7 Lot: 19.34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 79 Ceiling Fixtures 12 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 18 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 84 heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights 62' Dryer Recpt GaS Emergency Fixture Time Clocks Disconnect 3 Switches 61 4'LED 4 Exit Fixtures �] Pump Other Equipment: Fridge, Mini Fridge, Oven, Hood, DW, W/D, Floor Heat 3, Septic Disconnect Notes: New Two Story Inspector Signature: � Date: August 5, 2022 S.Devlin-Cert Electrical Compliance Form *0 SOUryOro Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �O Southold,NY 11971-0959orC OUNT'f, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �q 70Z7-- Building Permit No. 4�e lV17 (Zvi Owner: �Zarra, lne e0-Pi7a I (Please print) Plumber: �16'4 A," (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i I r , t (PIum ers ignature) Sworn to before me this day of Azn0sf , 20-11-- Notary Public, L6- ju t, County Matthew Tempesta NOTARY PUBLIC,STATE OF NEW YORK Registration No.OITE6294435 County of Nassau Commission Expires Dec.16,2021. SOUIyo �o jlLsDl=_-TN OF SOUTHOLD BUDEPT. �y�0UNi1 765-1802 INSPECTION [ ] - FOUNDATION 1ST [ ] ROUGH PLBG. [° ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY- . [ ] FIRE SAFETY INSPECTION [ -] :FIRE RESISTANT CONSTRUCTION '[ ] FIRE RESISTANT PENETRATION �ELECTRICAL(ROUGH)- ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: AAA, ci,4f 2 o'✓YI �` r vf . n bm,&-e - . DATE $ Z INSPECTOR v" lqajjif so L4 �ul # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) } ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ] RENTAL REMARKS: DATE Z?/ INSPECTOR �aOF SO(/TyO TOWN ,OF SOUTHOLD BUILDING DEPT. Q Ulm,�' 631-765-1802 N-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [te�/FINAL (j! [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4Q<< 6eA `- ` e7� CIA-" �, VV DATE loll INSPECTOR Building Envelope and Duct Tightness Deport 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 87S Royalton 12aw,14Iattitack,N It 11F952 Test Date 8/1712022 Building Permit#: 46287 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check M. Floor Area Volume ❑ Conditioned Basement Basement ❑Conditioned Crawl Space 1st 2058 18935 sealed Attic 2nd 1693 17264 *The conditioned floor area of dwelling is calculated in 3`d accor ce wit ANSI 2765,except that conditioned floor Attic 8644 ar includes ar s where the ceiling height is less than 5 Total Volume 44843 CFM @50 pa 2141 Air changes/hr@50 a 2.86i© Code Compliance: Pass Duct Tightness: Post Constructiol T - tal Duct akage System-1: 1st Floor Duct Location Basement Floor Area Leakage CFM @ 25pa 80 CFW100 ft'CFA 3.89 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area _ _.__.._..._.__ Leakage CFM @ 25pa NIA CFM/100 ft-CFA NIA Code Compliance:I Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CF1VI/100 fiZ CFA Code Compliance: All building'envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC aserllded by 2020 New York State Supplement,Section 4033.4. Signature: y Date: 8/17/2022 Christopher Silvia,Home Energy Solutions Royalton Row, Lot 5, Design A HVAC Load Calculations for Marrcon.LLC Sic)&t www"k r R]E4SIoRN U41., HVAC L oADs Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Sunday,April 25, 2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-'Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Page 2 Pro"ect Report General Project Information Project Title: Royalton Row, Lot 5, Design A Designed By: Matthew Wynne Project Date: Monday, August 04, 2014 Client Name: Marrcon LLC Client Phone: 646-343-7400 Client E-Mail Address: marrconllc@gmail.com Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen Bu ildingConsulting.com Design Data - Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check Figures Total Building Supply CFM: 2,114 CFM Per Square ft.: 0.561 Square ft. of Room Area: 3,767 Square ft. Per Ton: 715 Volume (ft3) (Above Grade): 33,899 Volume (W) (Total): 33,899 Building Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 47,420 Btuh 93 % Total Latent Gain: 3,493 Btuh 7 % Total Cooling Required Including Ventilation Air: 50,914 Btuh 4.24 Tons (Based On Sensible+Latent) 5.27 Tons (Based On 75%Sensible Capacity) Notes. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday,April 25, 2021, 9:25 AM Rhvac-Residential.&'Light Commercial,HVAC Loads Elite Software Development,Inc.. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Ba Shore NY 11706 Page 3 Load Preview Report Has Net Rec ft? Sen Lat Net Sen Min Min Sys Sys Sys Scope ct AED Ton To /Ton Area Gain Gain Gain Loss CFM CFM CFM CFM CFM Building 4.24' 5.27 715 3,76-7- 47,420 3,493 50,914 62,534 798 2,114 798, 2,114 2,114 System 1 1 st No 2.32 2.89 676 1,953 - 25,994 1,812 27,806 31,446 406 1,184 406 1,184 1,184 Supply Duct Latent 761 761 Return Duct 0 185 185 296 Zone 1 1,953 25,994 866 26,860 31,150 406 1,184 406 1,184 1,184 1-1st FI Dining Room 132 3,442 91 3,533 3,727 49 157 49 157 157 2-1st FI Kitchen 300 1,374 114 1,488 3,498 46 63. 46 63 63 3-1 st FI Pantry 37 356 43 399 990 13 16 13 16 16 4-1st FI Parlor 14'2. 2,115 59 2,174 21176 28 96' 28 96 95 5-1 st FI Great Room 444' 6,545 64 6,609 4,599 60 298 60 298 298 6-1 st FI Bedroom#1 /Closet 359 5,217 163 5,380 5,703 74 238 74 238 238 7-1st FI Master Bath 99 1,838 123 1,961 3,119 41 84 41 84 84 8-1 st FI Powder Room/Mudroom/Hall 179 3,200 135 3,335 4,330 56 146 56 146 146 9-1st FI Foyer Area 261 1,908 74• 1,982 3,009 39 87 39 87 87 System 22nd Yes 1.93 2.38 762 1,813 21,427 1,681 23,108 31,088 392 929 392 929 929 Supply Duct Latent 706 706 Return Duct 1,027 171 1,199 940 Zone 1 1,813 20,399 804 21,203 30,148 392 929 392 929 929 10-2nd FI Bedroom#2 306 3,564 133 3,697 5,722 74 162 74 162 162 11-2nd FI Bathroom#2 127 1,848 94 1,942 2,977 39 84 39 84 84 12-2nd FI Bedroom#3/Closets 306 2,773 88 2,861 3,895 51 126 51 126 126 13-2nd FI Bedroom#4 273 3,922 191 4,113 6,164 80 179 80 179 179 14-2nd FI Living Room 192 2,601 133 2,734 4,395 57 119 57 119 119 15-2nd FI Front Hall 68 1,856 42 1,898 1,770 23 85 23 85 85 16-2nd FI Open-to-below/Hall 354 704 15 719 1,190 15 32 15 32 32 17-2nd FI Bath#3!Laundry/Hall 187 3,131 108 3,239 4,036 53 143 53 143 143 Sunday, April 25, 2021, 9:25 AM I'Bay Rhvac-Residential&Light Commercial HVAC Loads Elite,Software;Development,Inc:, Aberdeen Building.Cbnsulting Royalfon;Row;Lot 5,Design A Shore,NY'-11706 Pa a 4. System 1 - 1st -.Ade uate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- co 0,00030,000m 51.1% Diff.from Avg. (2,961 Btuh Excursion) 20,000 -- CZ m 10,000-- 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 rya Average Glass f 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED.Calculation:Summa --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY- System is on N, E, S,W rosette. Peak load exceeds 12-hour average load by 51.1%. AED Excursion (amount by which peak exceeds 1.3 x average):2,961 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding 1.5 x baseline)This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a zoned system or provide zone control (individual, motorized,thermostatically controfled dampers)for problem rooms. Single speed equipment may not be suitable for the application. Sunday,April 25, 2021, 9:25 AM Rhvae-Residential&Light,'CdMmercial HVAC Loads Elite Software Development;Inc: Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,W 11706. Page 5 System 2 - 2nd - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 25,000-- 20,000-- 15,000-- 12.6% 5,00020,00015,00012.6% Diff, from Avg. Cz 10,000 5,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm l 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 12.6%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. Sunday, April 25, 2021, 9:25 AM ,.Rhvac=Residential&Light Commercial HVAC Wads, "_ Elite Softwore'Development,lnc:;: Aberdeen Building.Consulting s Royalton Row,Lot 5,Design A 136y Shore;NY.11706 „•,Pa e'6: Total Buildin Summary Loads ComponentArea,.., Sen Lat Sen Total Descri tion` Quan Loss .: Gam i Gain t Game A:Glazing- 38.1 756 0 537 537 G:Glazing- 28.8 571 0 1,271 1,271 H: Glazing- 12.3 244 0 542 542 B:Glazing- 17.1 338 0 242 242 C: Glazing- 167.7 3,333 0 6,428 6,428 F:Glazing- 28 556 0 1,236 1,236 02:Glazing- 84 1,667 0 3,708 3,708 01:Glazing- 84 1,666 0 2,874 2,874 E:Glazing- 32.7 648 0 1,442 1,442 K:Glazing- 58.4 1,161 0 2,034 2,034 O: Glazing- 14.4 286 0 203 203 03:Glazing- 21 417 0 297 297 N: Glazing- 13.3 263 0 585 585 I: Glazing- 35.6 706 0 1,570 1,570 L: Glazing- 10 198 0 144 144 J: Glazing- 25.4 504 0 1,122 1,122 M: Glazing- 10.2 203 0 233 233 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 3471.3 14,633 0 6,869 6,869 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam R30.2xl 0-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10,vinyl covering Subtotals for structure: 35,542 0 35,128 35,128 People: 0 0 0• 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 16,231 1,823 7,470 9,293 Infiltration:Winter CFM: 158, Summer CFM:85 10,761 1,670 1,861 3,531 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,961 2,961 Total Building Load Totals: 62,534 3,493 47,420 50,914 Check-Figures Total Building Supply CFM: 2,114 CFM Per Square ft.: 0.561 Square ft. of Room Area: 3,767 Square ft. Per Ton: 715 Volume(ft3) (Above Grade): 33,899 Volume (ft3) (Total): 33,899 Buildih -Loads Total Heating Required Including Ventilation Air: 62,534 Btuh 62.534 MBH Total Sensible Gain: 47,420 Btuh 93 % Total Latent Gain: 3,493 Btuh 7 % Total Cooling Required Including Ventilation Air: 50,914 Btuh 4.24 Tons (Based On Sensible+Latent) 5.27 Tons (Based On 75%Sensible Capacity) :;Notes777 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:25 AM [''R hvac' Residential&;Light Eommercial HVAC L"oads:;";;, Elite Software Development,Inc: Aberdeen Building Consulting Royalton-Rdw,Lot 5,Design A Ba ;Shore,<NYi'11706 Page 7 Bwldin Bar Graph 20,000 15,000 Building 10,000 Loss 62,534 Btuh 5,000 0 Floor 7% Wall 23% Door 0% Infiltration 17% Roof 4% Glass 22% Ductwork 26% 25,000 20,000 15,000 Building Gain 50,914 10,000 Btuh 5,000 0 Floor 3% Wall 13% Door 0% Infiltration 7% Roof 4% Glass 48% Ductwork 18% AED Excursion 6% Sunday,April 25, 2021, 9:25 AM [Aber7deen hvdential&Light Commercial HVAC Loads Elite Software Development,Inc. ilding Consulting Royalton Row,Lot.5,Design A a Y 11706 Page 8 System 1 1st Summary Loads `Component Area Sen Lat Sen Total .Description Quan Loss Gain Gain Gain A: Glazing- 38.1 756 0 537 537 G: Glazing- 28.8 571 0 1,271 H: Glazing- 12.3 244 0 542 542 B:Glazing- 17.1 338 0 242 242 C: Glazing- 106.7 2,121 0 4,386 4,386 F:Gfazing- 28 556 0 1,236 1,236 02:Glazing- 84 1,667 0 3,708 3,708 01:Glazing- 84 1,666 0 2,874 2,874 E: Glazing- 16.3 324 0 721 721 Basic R5 door: Door-R5 Door 20 248 0 124 124 P27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 .7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 20,643 20,643 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,366 946 1,423 2,370 Infiltration:Winter CFM: 82, Summer CFM:44 5,579 866 966 1,832 Ventilation:Winter CFM: 0, Summer CFM:0 0 0 0 0 AED Excursion: 0 0 2,961 2,961 System 1 1 st Load Totals: 31,446 1,812 25,994 27,806 Check Fi ures' Supply CFM: 1,184 CFM Per Square ft.-. 0.606 Square ft. of Room Area: 1,953 Square ft. Per Ton: 676 Volume (ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 System Loads Total Heating Required Including Ventilation Air: 31,446 Btuh 31.446 MBH Total Sensible Gain: 25,994 Btuh 93 % Total Latent Gain: 1,812 Btuh 7 % Total Cooling Required Including Ventilation Air: 27,806 Btuh 2.32 Tons (Based On Sensible+ Latent) 2.89 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:25 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Say Shore,NY 11.706 Page 9 System 2 2nd Summary Loads Component Area Sen Lat Sen Total Description, Quan Loss Gain Gain ' Gain K:Glazing- 58.4 1,161 0 2,034 2,034 O: Glazing- 14.4 286 0 203 203 03: Glazing- 21 417 0 297 297 E:Glazing- 16.3 324 0 721 721 C: Glazing- 61 1,212 0 2,042 2,042 N:Glazing- 13.3 263 0 585 585 I: Glazing- 35.6 706 0 1,570 1,570 L: Glazing- 10 198 0 144 144 J: Glazing- 25.4 504 0 1,122 1,122 M: Glazing- 10.2 203 0 233 233 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,485 14,485 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,865 877 6,047 6,924 Infiltration:Winter CFM: 76, Summer CFM:41 5,182 804 895 1,699 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 2nd Load Totals: 31,0$8 1,681 21,427 23,108 Check Fi ures Supply CFM: 929 CFM Per Square ft.: 0.513 Square ft. of Room Area: 1,813 Square ft. Per Ton: 762 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 S stem Loads Total Heating Required Including Ventilation Air: 31,088 Btuh 31.088 MBH Total Sensible Gain: 21,427 Btuh 93 % Total Latent Gain: 1,681 Btuh 7 % Total Cooling Required Including Ventilation Air: 23,108 Btuh 1.93 Tons (Based On Sensible + Latent) 2.38 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Pae 10 System 1 1st Bar Graph 10,000 8,000 6,000 System 1 '1st Loss 4,000 31,446 Btu h 2,000 0 Floor 14% Glass 26% Ductwork 17% Wall 24% Door 1% Infiltration 18% 20,000 15,000 System 1 1st 10,000 Gain 27,806 Btuh 5,000 I 0 male Floor 5% Glass 56% Ductwork 9% AED Excursion 11% Wall 13% Door 0% Infiltration 7% Sunday, April 25, 2021, 9:25 AM Rhvac:T,Residential'&Light-ZommercialAVAC Loads ;';:..,'+ ' ': `. :; :;`Elit' c. e Software Uevelopment,in 'Aberdeen Building Consulting RooitonRow,Lot 5, Design A Ba'Shore,NY 11706Pas 11 System 2 2nd Bar Graph 15,000 10,000 System 2 2nd Loss 31,088 5,000 Btuh 0 Roof 9% Glass 17% Infiltration 17% Wall 22% Ductwork 35% 10,000 8,000 6,000 System 2 2nd Gain 4,000 23,108 Btuh 2,000 0 Roof 10% Glass 39% Infiltration 7% Wall 14% Ductwork 30% Sunday, April 25, 2021, 9:25 AM Rhvaa-Residential&Light Commercial HVAC Loads., Elite Software Development,Inc. Aberdeen Building Consulting' Royalton.Row,Lot 5,Design A Ba Shore,NY 11706 Pae 12 Equipment Data - System 1 - 1st Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748A32^.,... Indoor Model: BV**C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 - Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER ;. Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas-or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Sunday, April 25, 2021, 9:25 AM Rhvac'-Residential&Light`Comrhercial HVACGLoads'.. " Elite Sditware Development,Inc.' Aberdeen BuildingConsulti'ng. Royalton Row,Lot 5,.Design A Ba ',Shore,,NY 11170&,', Pa a 13 E ui ment Data - System 2 - 2nd Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV"*C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency:, 16 SEER Heating System Type: Natural Gas Furnace Model: W95TA1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A 'Bay Shore,NY 11706 Page 14 Manual S Performance Data - System 1 - 1st Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 25,994 Outdoor Wet Bulb: 71 Latent Gain: 1,812 Indoor Dry Bulb: 70 Total Gain: 27,806 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,446 Indoor Dry Bulb: 72 Entering Dry Bulb: 71.3 Indoor RH: 30 Supply Airflow: 406 Equipment Performance Data.at System Design Conditions' Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 25,994 138% Latent Capacity: 12,000 1,812 662% Total Capacity: 48,000 27,806 173% Heating: Model Type: Natural Gas Furnace, Model:W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,446 343% Sunday,April 25, 2021, 9:25 AM Rhvac�Residential&Light Commercial HVAC Loads Elite Software Development,Inca Aberdeen Building Consulting Royalton Row,Lot 5,Design X Bay Shore,NY 11706 Page A 5 Manual S Performance Data - S stem 2 - 2nd Loads and,Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21,427 Outdoor Wet Bulb: 71 Latent Gain: 1,681 Indoor Dry Bulb: 70 Total Gain: 23,108 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: _ 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31,088 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 392 E"ui meet",Performance'Data at S stem Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 21,427 168% Latent Capacity: 12,000 1,681 714% Total.Capacity: 48,000 23,108 208% Heating: Model Type: Natural Gas Furnace, Model:W95TA1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 31,088 347% Sunday, April 25, 2021, 9:25 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Pae 16 [System 1 Hourly Room Net Gain System 1 Hourly Room Net Gain 10,000 .... .... ........ ........................... .... ......... ................ .... ......... .......... . ........... ....... .. .. 8,000--..., ..........I............................ ........................... ................. 7,000 .... .... ........ ................. .............. .......... ............. .... . 6,000 .... .... ......................... .... ...... ........ ........ 2 5,000 .... ........ .... ................. .............. .... ........................................... 4,000...... .... ... O�-dip......... _...„ ... ........... ............ .............. .. .. " o 3,000 ....... ........ .... .. ............ .................. .o ..... .o. .. 2,000 ............... ............ ... .... .. ....`. �. ... =rte! 1,000 ................ ..................... .... ................... ............................... .. .. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of D'ay 1 st R Dining Room(670/4 1 st FI Kitchen(16%) ®� 1 st R Pantry(0%) 1 st FI Parlor(629/q) 1 st Fl Great Room(75°/4 1 st R Bedroom#1 / Closet(59%) 1 st FI Master Bath(371/o) 1 st FI Powder Room/ Mudroom/ Hall(51%) 1 st FI Foyer Area(51%) 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. Sunday, April 25, 2021, 9:25 AM Rhuac,-Residential&,Light GomnierciaLHVAG;Loads Elite Software.Development;Inc. Aberdeen$utltling Consulting Royalton Row,Lot 6,'Design A Ba Shore, Y;11706 Page 17 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 6,000 ... ......................... .... .... .... .. ........................................ .... ........ ... 5,000 .. ........ ........ ....... ...... ........ ................... ............... .. ......... . .. ...... . 4,000 ............ .... ............................. c3,000 . .. ------...... .................. .. ni'� ....... ...... . i.. �0El/ ®� o 2,000 ........ .... ........... .... ....... 1,000............................... .................................................................. . 0- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day --— 2nd FI Bedroom#2(459/4 2nd FI Bathroom#2(371%) 2nd FI Bedroom#3/ Closets(45/4 2nd FI Bedroom#4(38%) 2nd R Living Room(371/4 �— 2nd R Front Hall(59°/4 2nd R Open-to-below/ Hall(0°/4 2nd FI Bath#3/ Laundry/ Hall(49%) 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. Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A ,Bay Shore,NY 11706 Pae 18 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component ,Area Sen Lat Sen .Total 'Description Quan Loss Gain Gain Gain A:Glazing- 38.1 756 0 537 537 G: Glazing- 28.8 571 0 1,271 1,271 H: Glazing- 12.3 244 0 542 542 B: Glazing- 17.1 338 0 242 242 C: Glazing- 106.7 2,121 0 4,386 4,386 F:Glazing- 28 556 0 1,236 1,236 02:Glazing- 84 1,667 0 3,708 3,708 01: Glazing- 84 1,666 0 2,874 2,874 E: Glazing- 16.3 324 0 721 721 Basic R5 door: Door-135 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1820.6 7,676 0 3,602 3,602 R30 2x10-v: Floor-Over enclosed crawl space, Custom, 1953.4 4,334 0 1,400 1,400 R30 2x10, vinyl covering Subtotals for structure: 20,501 0 20,643 20,643 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,070 0 1,423 1,423 Infiltration:Winter CFM: 82, Summer CFM:44 5,579 866 966 1,832 System 1, Zone 1 Load Totals: 31,150 866 25,994 26,860 Check Figures Supply CFM: 1,184 CFM Per Square ft.: 0.606 Square ft. of Room Area: 1,953 Square ft. Per Ton: 778 Volume(ft3) (Above Grade): 17,579 Volume (ft3) (Total): 17,580 Zone Loads Total Heating Required: 31,150 Btuh 31.150 MBH Total Sensible Gain: 25,994 Btuh 97 % Total Latent Gain: 866 Btuh 3 % Total Cooling Required: 26,860 Btuh 2.24 Tons (Based On Sensible+ Latent) 2.51 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting Royalton.Row,Lot 5,Design A Bay Shore,NY 11706 Pae 19 S stem 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat . Sen Total Description Quan Loss Gain Gain Gain K:Glazing- 58.4 1,161 0 2,034 2,034 O: Glazing- 14.4 286 0 203 203 03: Glazing- 21 417 0 297 297 E: Glazing- 16.3 324 0 721 721 C: Glazing- 61 1,212 0 2,042 2,042 N:Glazing- 13.3 263 0 585 585 I: Glazing- 35.6 706 0 1,570 1,570 L: Glazing- 10 198 0 144 144 J: Glazing- 25.4 504 0 1,122 1,122 M: Glazing- 10.2 203 0 233 233 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1650.6 6,957 0 3,267 3,267 R-49: Roof/Ceiling-Roof Joists Between Roof Deck and 1813.2 2,810 0 2,267 2,267 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 spray foam Subtotals for structure: 15,041 0 14,485 14,485 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,925 0 5,019 5,019 Infiltration:Winter CFM: 76, Summer CFM:41 5,182 804 895 1,699 System 2, Zone 1 Load Totals: 30,148 804 20,399 21,203 Check Figures Supply CFM: 929 CFM Per Square ft.: 0.513 Square ft. of Room Area: 1,813 Square ft. Per Ton: 914 Volume (ft3) (Above Grade): 16,320 Volume (ft3) (Total): 16,319 Zone Loads 77 Total Heating Required: 30,148 Btuh 3p.148 MBH Total Sensible Gain: 20,399 Btuh 96 % Total Latent Gain: 804 Btuh 4 % Total Cooling Required: 21,203 Btuh 1.77 Tons (Based On Sensible+ Latent) 1.98 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A :Bay Shore,NY 11706 Page 20 S stem 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1, Zone 1 Loss 4,000 31,150 Btuh 2,000 0 Floor 14% Glass 26% Ductwork 16% Wall 25% Door 1% Infiltration 18% 20,000 15,000 System 1, Zone 10,000 1 . Gain 26,860 Btuh 5,000 I 0 . 07 muM . Floor 5% Glass 58% Ductwork 5% AED Excursion 11% Wall 13% Door 0% Infiltration 7% Sunday, April 25, 2021, 9:25 AM Rhvac=Residential&Light Commercial HVAC Loads- Elite Software Dedelopment,Inc. Aberdeen Building Consulting Royalton Row;Lot 5,Design A Bay Shore,NY 11706. Page 21 System 2, Zone 1 Bar Graph 10,000 8,000 System 6,000 2, Zone 1 Loss 4,000 30,148 Btuh 2,000 0 Roof 9% Glass 17% Infiltration 17% Wall 23% Ductwork 33% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 21,203 Btuh 2,000 0 Roof 11% Glass 42% Infiltration 8% Wall 15% Ductwork 24% Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Ba'Shore NY 11706 Page 22 Detailed Room Loads - Room 1 - 1st FI Dining Room (Average Load Procedure General Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 11.6 ft. Zone Number: 1 Area: 132.2 sq.ft. Supply Air: 157 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.9 AC/hr Volume: 1,190 cu.ft. . Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 575 ft./min. Percent of Supply: 0 % Runout Air Velocity: 575 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.274 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area - -U Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-R27 2x6 11.4 X 9 64.6 0.068 4.2 272 2.0 0 128 W -Wall-R27 2x6 11.6 X 9 63.2 0.068 4.2 266 2.0 0 125 S-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 N -GIs-A shgc-0.4 100%S (3) 38.1 0.320 19.8 756 14.1 0 537 W -GIs-G shgc-0.4 0%S 28.8 0.320 19.8 571 44.1 0 1,271 W -GIs-H shgc-0.4 0%S 12.3 0.320 19.8 244 44.1 0 542 Floor-R30 2x10 11.6 X 11.4 132.2 0.040 2.2 293 0.7 0 95 Subtotals for Structure: 2,532 0 2,759 Infil.:Win.: 8.6, Sum.:4.6 238 2.473 588 0.429 91 102 Ductwork: 607 188 AED Excursion: 892 Room Totals: 3,727 91 3,442 Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Pae 23 Detailed Room Loads - Room 2 - 1st FI Kitchen (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.6 ft. System Number: 1 Room Width: 14.6 ft. Zone Number: 1 Area: 300.2 sq.ft. Supply Air: 63 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 2,702 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 0 % Runout Air Velocity: 459 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg . Lat Sen D scri tion Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 9.6 X 9 86.2 0.068 4.2 364 2.0 0 171 N -Wall-R27 2x6 20.6 X 9 168.2 0.068 4.2 709 2.0 0 333 W -Wall-R27 2x6 3 X 9 27 0.068 4.2 114 2.0 0 53 N -GIs-B shgc-0.4 100%S (2) 17.1 0.320 19.8 338 14.2 0 242 Floor-1330 2x10 14.6 X 20.6 300.2 0.040 2.2 666 0.7 0 215 Subtotals for Structure: 2,191 0 1,014 Infil.: Win.: 10.9, Sum.: 5.8 298 2.472 738 0.429 114 128 Ductwork: 569 75 AED Excursion: 157 Room Totals: 3,498 114 1,374 Sunday, April 25, 2021, 9:25 AM 1=.'Residentlal,-&Light Commercial HVACLoads Elite Software Development;1nc:n Building Consulting Royalton.Row,:,Lot'5,Design A' TB .Shore,NY 11706 „_Page 24. Detailed Room Loads - Room 3 - 1st FI Pantry (Average Load .Procedure .General:- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.4 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 37.1 sq.ft. Supply Air: - 16 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 334 cu.ft. Req. Vent. Gig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 16 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 186 ft./min. Percent of Supply: 0 % Runout Air Velocity: 186 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.041 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item' Area -U Htg Sen CIg:: =" Lat ;; Sen: Desch tion` Quantity Value'_ HTM Loss HTM, G_ain, Gari, E-Wall-R27 2x6 5 X 9 45 0.068 4.2 190 2.0 0 89 N -Wall-R27 2x6 7.4 X 9 66.8 0.068 4.2 281 2.0 0 132 Floor-1330 2x10 5 X 7.4 37.1 0.040 2.2 82 0.7 0 27 Subtotals for Structure: 553 0 248 Infil.:Win.:4.1, Sum.:2.2 112 2.470 276 0.430 43 48 Ductwork: 161 19 AED Excursion: 41 Room Totals: 990 43 356 Sunday, April 25,'2021, 9:25 AM 1:,91vac-Residential&Light Commercial HVAC Loads Elite.Software Development,Inc:. Atierdeerj,Building Consulting Royalton_Row Lot 5,Design A 'Bak Shore,NY 11706 Oa a 25', Detailed Room Loads - Room 4 - 1st FI Parlor (Average Load Procedure [General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 13.7 ft. Zone Number: 1 Area: 142.4 sq.ft. Supply Air: 96 OFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 1,281 cu.ft. Req. Vent. CIO: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 96 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 491 ft./min. Percent of Supply: 0 % Runout Air Velocity: 491 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item •Area :U= Ht g Sen °,. ` CIg, Lat ° Sen; I.,Description `-d6antit Value ' HTM ,. `' ' Loss. -' HTM fi Gain"',..". Gain; S -Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 E-Wall-R27 2x6 13.7 X 9 92.5 0.068 4.2 390 2.0 0 183 E-GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 44.1 0 1,346 Floor-1130 2x10 13.7 X 10.4 142.4 0.040 2.2 316 0.7 0 102 Subtotals for Structure: 1,442 0 1,692 Infil.:Win.:5.6, Sum.:3.0 154 2.471 380 0.429 59 66 Ductwork: 354 116 AED Excursion: 241 Room Totals: 2,176 59 2,115 Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&LighYCommercial HVAC Loads - Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Ba Shore,NY 11706 Pa a 26 Detailed Room Loads - Room 5 - 1st Fl Great Room (Average Load Procedure -General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 18.5 ft, Zone Number: 1 Area: 444.0 sq.ft. Supply Air: 298 CrM Ceiling Height: 9.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 3,996 cuff Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 99 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 506 ft./min. Percent of Supply: 0 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 6 CFM Actual toss: 0.166 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area' -U Htg Sen Clg, lat. ,.° Sen .''Description 7'Manfity Value HTK , Loss. . HTM,' Gain,-, Gain. W -Wall-R27 2x6 18.5 X 9 54.5 0.068 4.2 230 2.0 0 108 W -GIs-F shgc-0.4 0%S (4) 28 0.320 19.8 556 44.1 0 1,236 W -GIs-02 shgc-0.4 0%S 84 0.320 19.8 1,667 44.1 0 3,708 Floor-1330 2x10 18.5 X 24 444 0.040 2.2 985 0,7 0 318 Subtotals for Structure: 3,438 0 5,370 Infil.:Win.: 6.1, Sum.: 3.2 167 2.474 412 0.426 64 71 Ductwork: 749 358 AED Excursion: 746 Room Totals: 4,599 64 6,545 Sunday, April 25, 2021, 9:25 AM Rhvae-Residential&'Light Commercial HVAC Loads' Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A 'Bay Shore,NY 11706 Page 27 Detailed Room Loads - Room 6 - 1st FI Bedroom #1 /Closet (Average Load Procedure) General , Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.7 ft. System Number: 1 Room Width: 15.2 ft. Zone Number: 1 Area: 359.0 sq.ft. Supply Air: 238 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 3,231 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 581 ft./min. Percent of Supply: 0 % Runout Air Velocity: 581 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.280 in.wg./100 ft. Actual Summer Infil.: 8 CFM ,Item,: Area -U-- Htg Sen Clg- Lat Sen Description., Quantity Value HTM Losse . HTM Gain Gain N -Wall-R27 2x6 8.4 X 9 75.8 0.068 4.2 319 2.0 0 150 W -Wall-R27 2x6 15.2 X 9 64 0.068 4.2 270 2.0 0 127 S-Wall-R27 2x6 23.7 X 9 213 0.068 4.2 898 2.0 0 421 W -GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 44.1 0 1,346 W -GIs-01 shgc-0.4 0%S 42 0.320 19.8 833 44.1 0 1,854 Floor-R30 2x10 15.2 X 23.7 359 0.040 2.2 797 0.7 0 257 Subtotals for Structure: 3,723 0 4,155 Infil.:Win.: 15.5, Sum.:8.3 425 2.474 1,052 0.428 163 182 Ductwork: 928 286 AED Excursion: 594 Room Totals: 5,703 163 5,217 Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 'Royalton-Row,Lot.5,Design A 'Bay Shore,NY 11706 Page 28. Detailed Room Loads - Room 7- 1st FI Master Bath (Average e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 98.8 sq.ft. Supply Air: 84 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 889 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 614 ft./min. Percent of Supply: 0 % Runout Air Velocity: 614 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.312 in.wg./100 ft. Actual Summer Infil.: 6 CFM item, Area -U- Htg Sen Clg Lat : Sen- Description Quanti e Value HTM Loss HTM Gain Gain W-Wall-R27 2x6 13.8 X 9 108.2 0.068 4.2 456 2.0 0 214 S-Wall-R27 2x6 7.8 X 9 70.5 0.068 4.2 297 2.0 0 139 E-Wall-R27 2x6 13.8 X 9 124.5 0.068 4.2 525 2.0 0 246 W -GIs-E shgc-0.4 0%S 16.3 0.320 19.8 324 44.1 0 721 Floor-1330 2x10 1 X 98.8 98.8 0.040 2.2 219 0.7 0 71 Subtotals for Structure: 1,821 0 1,391 Infil.:Win.: 11.6, Sum.:6.2 319 2.473 790 0.429 123 137 Ductwork: 508 101 AED Excursion: 209 Room Totals: 3,119 123 1,838 Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light'Commercial HVAC Loads Elite Software Development,Inc.. Aberdeen Building Consulting Royalton'Row,Lot 5,Design A Ba 'Shore,NY 11706 Page 29 Detailed Room Loads - Room 8 - 1st F1 Powder Room/Mudroom/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.4 ft. System Number: 1 Room Width: 17.2 ft. Zone Number: 1 Area: 178.8 sq.ft. Supply Air: 146 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 1,610 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 73 CFM Percent of Supply.: 0 % Runout Duct Size: 5 .in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 0 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.238 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U= Htg Sen Clg Lat _ Sen DescriptionQuantity Value Hl M Loss HTM o=. Gain Gain, N -Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 E-Wall-R27 2x6 17.2 X 9 124 0.068 4.2 523 2.0 0 245 S-Wall-R27 2x6 10.4 X 9 78.5 0.068 4.2 331 2.0 0 155 W -Wall-R27 2x6 8 X 9 52 0.068 4.2 219 2.0 0 103 W -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 '248 6.2 0 124 E-GIs-C shgc-0.4 0%S.(2) 30.5 0.320 19.8 606 44.1 0 1,346 S-GIs-C shgc-0.4 0%S 15.2 0.320 19.8 303 22.8 0 348 Floor-R30 2x10 17.2 X 10.4 178.8 0.040 2.2 397 0.7 0 128 Subtotals for Structure: 2,757 0 2,510 Infil.:Win.: 12.8, Sum.: 6.8 351 2.473 868 0.427 135 150 Ductwork: 705 175 AED Excursion: 365 Room Totals: 4,330 135 3,200 Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Ba Shore,NY 11706 Page 30. Detailed Room Loads - Room 9 - 1st FI Foyer Area (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 15.5 ft. Zone Number: 1 Area: 260.9 sq.ft. Supply Air: 87 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 2,348 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 638 ft./min. Percent of Supply: 0 % Runout Air Velocity: 638 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.336 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item, Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 11.3 X 9 60 0.068 4.2 253 2.0 0 119 S-Wall-R27 2x6 10 X 9 90 0.068 4.2 379 2.0 0 178 E-GIs-01 shgc-0.4 66%S 42 0.320 19.8 833 24.3 0 1,020 Floor-R30 2x10 15.5 X 16.8 260.9 0.040 2.2 579 0.7 0 187 Subtotals for Structure: 2,044 0 1,504 Infil.:Win.: 7.0, Sum.:3.7 192 2.474 475 0.427 74 82 Ductwork: 490 104 AED Excursion: 217 Room Totals: 3,009 74 1,908 Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design.,A, 'Ba Shore,NY 11706 Pae 31" Detailed Room Loads - Room 10 - 2nd FI Bedroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.2 ft. System Number: 2 Room Width: 15.2 ft. Zone Number: 1 Area: 305.9 sq.ft. Supply Air: 162 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 2,753 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 81 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 595 ft./min. Percent of Supply: 0 % Runout Air Velocity: 595 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.294 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area. U Htg Sen Clg Lat Sen Description , Quantit Value HTM Loss HTM G_ain Gain N -Wall-R27 2x6 20.2 X 9 146.1 0.068 4.2 616 2.0 0 289 W -Wall-R27 2x6 15.2 X 9 97.5 0.068 4.2 411 2.0 0 193 W -GIs-K shgc-0.4 46%S(2) 39 0.320 19.8 774 30.1 0 1,174 N-GIs-O shgc-0.4 100%S 14.4 0.320 19.8 286 14.1 0 203 N -GIs-03 shgc-0.4 100%S 21 0.320 19.8 417 14.1 0 297 UP-Roof-R-49 20.2 X 15.2 305.9 0.025 1.6 474 1.3 0 382 Subtotals for Structure: 2,978 0 2,538 Infil.:Win.: 12.6, Sum.: 6.8 318 2.704 860 0.469 133 149 Ductwork: 1,884 877 Room Totals: 5,722 133 3,564 Sunday, April 25, 2021, 9:25 AM -Rhvac-Residential&Light`Cidmrhercial HVAC Loads..: Elite.Software-Development,Inc: Aberdeen Building Consulting . Royalton Row;Lot 5,.Design'A Ba Shore,.NY 11706 . Paige 32' -Detailed Room Loads'- Room 11. - 2nd FI Bathroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. v Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 126.5 sq.ft. Supply Air: 84 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 1,139 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.316 in.wg./100 ft. Actual Summer Infil.: 5 CFM 'Item, Area U Htg Sen Clg Lat° . Descri tion ;4Quanti _ Vatue Loss _ HTM. an, Gain: W -Wall-R27 2x6 15 X 9 118.7 0.068 4.2 500 2.0 0 235 S -Wall-R27 2x6 9.8 X 9 88.5 0.068 4.2 373 2.0 0 175 W -GIs-E shgc-0.4 0%S 1.6.3 0.320 19.8 324 44.1 0 721 UP-Roof-R-491 X 126.5 126.5 0.025 1.6 196 1.3 0 158 Subtotals for Structure: 1,393 0 1,289 Infil.:Win.:8.9, Sum.:4.8 223 2.702 604 0.465 94 104 Ductwork: 980 455 Room Totals: 2,977 94 1,848 Sunday, April 25, 2021, 9:25 AM :,Rhvac:Residential&Light Commercial HVAC,Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot•5,Design A Ba Shore NY 11'706. Page 33 Detailed Room Loads - Room 12 - 2nd FI Bedroom #3/Closets (Average Load Procedure) General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.2 ft. System Number: 2 Room Width: 25.2 ft. Zone Number: 1 Area: 306.2 sq.ft. Supply Air: 126 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 2,756 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 0 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.179 in.wg./100 ft. Actual Summer Infil.: 4 CFM [Description" Item Area -U= Htg Sen Cig _Lat •~.j'. -: Sen: . ' - Ouantit Value_ - HTM toss.• HTM Gain'." W -Wall-R27 2x6 11.2 X 9 87.3 r 0.068 4.2 368 2.0 0 173 S-Wall-R27 2x6 12.2 X 9 79 0.068 4.2 333 2.0 0 156 S -GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 22..8 0 696 W -GIs-N shgc-0.4 0%S 13.3 0.320 19.8 263 44.1 0 585 UP-Roof-R-49 12.2 X 25.2 306.2 0.025 1.6 475 1.3 0 383 Subtotals for Structure: 2,045 0 1,993 Infil.:Win.:8.3, Sum.:4.5 210 2.705 568 0.467 88 98 Ductwork: 1,282 682 Room Totals: 3,895 88 2,773 Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd FI Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.3 ft. System Number: 2 Room Width: 13.5 ft. Zone Number: 1 Area: 273.4 sq.ft. Supply Air: 179 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 2,460 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 89 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 455 ft./min. Percent of Supply: 0 % Runout Air Velocity: 455 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.134 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item . • Area -U Htg Sen Clg. Lat Sen 'Description '` Quantit Value` HTM Loss HTM Gain.: Gain S-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 E -Wall-R27 2x6 13.5 X 9 85.9 0.068 4.2 362 2.0 0 170 N -Wall-R27 2x6 20.2 X 9 182.2• 0.068 4.2 768 2.0 0 361 W -Wall-R27 2x6 13.5 X 9 121.5 0.068 4.2 512 2.0 0 240 E -GIs-I shgc-0.4 0%S (2) 35.6 0,320 19.8 706 44.1 0 1,570 UP-Roof-R-49 20.2 X 13.5 273.4 0.025 1.6 424 1.3 0 342 Subtotals for Structure: 2,902 0 2,744 Infil.:Win.: 18.1, Sum.: 9.7 456 2.704 1,233 0.467 191 213 Ductwork: 2,029 965 Room Totals: 6,164 191 3,922 Sunday, April 25, 2021, 9:25 AM Rhvac,-ResiderltiaM Light Commercial HVAC Loads , Elite Software.Development;Inc.:; Aberdeen Building Consulting Royalton Row,Lot 5,-Design A Ba'Shore,NY 11706 Pa a 35 Detailed Room Loads - Room 14 - 2nd FI Living Room (Average Load Procedure General- 3 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.6 ft. System Number: 2 Room Width: 14.2 ft. Zone Number: 1 Area: 192.4 sq.ft. Supply Air: 119 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 1,732 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 59 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 679 ft./min. Percent of Supply: 0 % Runout Air Velocity: 679 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.522 in.wg./100 ft. Actual Summer Infil.: 7 CFM item Area -U-. Htg` Sen Clg -Lat. Sen Descri`tion Quanttt Value.' HTM Loss _ HTIUI. Gain ` Gain, E -Wall-R27 2x6 14.2 X 9 108 0.068 4.2 455 2.0 0 214 N -Wall-R27 2x67.4 X 9 66.8 0.068 4.2 281 2.0 0 132 S -Wall-R27 2x6 13.6 X 9 112.2 0.068 4.2 473 2.0 0 222 E-GIs-K shgc-0.4 0%S 19.5 0.320 19.8 387 44.1 0 860 S-GIs-L shgc-0.4 95%S (2) 10 0.320 19.8 198 14.4 0 144 UP-Roof-R-49 13.6 X 14.2 192.4 0.025 1.6 298 1.3 0 241 Subtotals for Structure: 2,092 0 1,813 Infil.:Win.: 12.6, Sum.: 6.7 317 2.705 856 0.468 133 148 Ductwork: 1,447 640 Room Totals: 4,395 133 2,601 Sunday,April 25, 2021, 9:25 AM 'Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inc; Aberdeen Building Consulting Royalton Row,Lot 5;Design A Bay Shore,NY 11706 Page 36 Detailed Room Loads - Room 15 - 2nd Fl Front Hall Avera e Load Procedure General' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.2 ft. System Number: 2 Room Width. 11.0 ft. Zone Number: 1 Area: 67.8 sq.ft. Supply Air: 85 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.3 AC/hr Volume: 611 cu.ft. Req. Vent. Clg: b CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 620 ft./min. Percent of Supply: 0 % Runout Air Velocity: 620 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.318 in.wg./100 ft. Actual Summer Infil.: 2 CFM ,,Item,, Area.. -U- . Htg., ' Sem:_ Clg. ,Lat Sen `Descri tion Quantit Value HTM Loss HTM twain Gaih E-Wall-R27 2x6 11 X 9 73.6 0.068 4.2 310 2.0 0 146 E-GIs-J shgc-0.4 0%S 25.4 0.320 19.8 504 44.1 0 1,122 UP-Roof-R-49 6.2 X 11 67.8 0.025 1.6 105 1.3 0 85 Subtotals for Structure: 919 0 1,353 Infil.:Win.:3.9, Sum.:2.1 99 2.707 268 0.465 42 . 46 Ductwork: 583 457 Room Totals: 1,770 42 1,856 Sunday, April 25, 2021, 9:25 AM Rhvac Residential.&Light Commercial HVAC Loads Elite'Software.Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,`Design A 'Bay Shore NY 11706 Pa e'37 Detailed Room Loads - Room 16 - 2nd FI Open-to-below/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.7 ft. System Number: 2 Room Width: 25.9 ft. Zone Number: 1 Area: 354.2 sq.ft. Supply Air: 32 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 3,188 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 32 CFM Percent of Supply.: 0 Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 368 ft./min. Percent of Supply: 0 % Runout Air Velocity: 368 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.156 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item. Area -U- - Htg Sen Clg 'tat Sen: Description. Quantit Value HTM Loss HTM Gain Gain W -Wall-R27 2x6 4 X 9 36 0.068 4.2 152 2.0 0 71 UP-Roof-R-49 13.7 X 25.9 354.2 0.025 1.6 549 1.3 0 443 Subtotals for Structure: 701 0 514 Infil.:Win.: 1.4, Sum.: 0.8 36 2.694 97 0.472 15 17 Ductwork: 392 173 Room Totals: 1,190 15 704 Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light CommercialHVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,'NY 11706 Page 38 Detailed Room Loads - Room 17 - 2nd F1 Bath #3/Laundry/Hall (Average Load Procedure General Calculation Mode: Htg, &clg. Occurrences: 1 Room Length: 9.4 ft. System Number: 2 Room Width: 19.8 ft. Zone Number: 1 Area: 186.8 sq.ft. Supply Air: 143 CFM Ceiling Height: 9.0.ft. Supply Air Changes: 5.1 AC/hr Volume: 1,681 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 0 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.228 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat - Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 19.2 X 9 142 0.068 4.2 599 2.0 0 281 S-Wall-R27 2x6 9.4 X 9 74.5 0.068 4.2 314 2.0 0 148 E -GIs-C shgc-0.4 0%S (2) 30.5 0.320 19.8 606 44.1 0 1,346 S-GIs-M shgc-0.4 0%S 10.2 0.320 19.8 203 22.8 0 233 UP-Roof-R-49 9.4 X 19.8 186.8 0.025 1.6 289 1.3 01 233 Subtotals for Structure: 2,011 0 2,241 Infil.:Win.: 10.2, Sum.:5.5 257 2.705 696 0.466 108 120 Ductwork: 1,329 770 Room Totals: 4,036 108 3,131 Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A .Bay Shore NY 11706 Page 39 Room Cooling and Heating Loads Bar Graphs 1st FI Dining Room 1st FI Kitchen Cooling 1 st FI Pantry 1 st FI Parlor 1 st FI Great Room 1 st FI Bedroom#1 /Closet 1 st FI Master Bath 1 st FI Powder Room/Mudroom/Hall ® Heating 1 st FI Foyer Area 2nd FI Bedroom#2 p i 0 2,000 4,000 6,000 8,000 Btuh Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Ba 'Shore NY 11706 Page 40 Room Cooling and Heating Loads Bar Graphs 2nd FI Bathroom#2 Cooling 2nd FI Bedroom#3/Closets I" III I 2nd FI Bedroom#4 2nd FI Living Room 2nd FI Front Hall 2nd FI Open-to-below/Hall Heating 2nd FI Bath#3/Laundry/Hall 0 2,000 4,000 6,000 8,000 Btu h Sunday, April 25, 2021, 9:25 AM Rhvac-Residential.&Light Commercial-HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5, Design A Bay Shore,NY 11706 Pa e`41 Room Cooling Loads Bar Graphs 1st FI Dining Room I I I 1st FI Kitchen Sensible 1 st FI Pantry 1 st FI Parlor 1st FI Great Room 1 st FI Bedroom#1 /Closet 1 st FI Master Bath 1 st FI Powder Room/Mudroom/Hall Latent 1 st FI Foyer Area 2nd FI Bedroom#2 0 2,000 4,000 6,000 8,000 Btuh Sunday, April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A Bay Shore,NY 11706 Paq2 42 Room Cooling Loads Bar Graphs 2nd FI Bathroom#2 ® Sensible 2nd FI Bedroom#3/Closets 2nd FI Bedroom#4 2nd FI Living Room 2nd FI Front Hall 2nd FI Open-to-below/Hall ® Latent 2nd FI Bath#3/Laundry/Hall 0 1,000 2,000 3,000 4,000 5,000 Btuh Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting Royalton Row,Lot 5,Design A 'Ba Shore,NY 11706 P8 e,43; System 1 Room Load Summary Htg= Min Run Run Cig- Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh _ CFM Size ,Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1 st FI Dining Room 132 3,727 49 2-5 575 3,442 91 157 157 2 1 st FI Kitchen 300 3,498 46 1-5 459 1,374 114 63 63 3 1 st FI Pantry 37 990 13 1-4 186 356 43 16 16 4 1 st FI Parlor 142 2,176 28 1-6 491 2,115 59 96 96 5 1 st FI Great Room 444 4,599 60 3-6 506 6,545 64 298 298 6 1 st FI Bedroom#1 359 5,703 74 3-5 581 5,217 163 238 238 /Closet 7 1 st FI Master Bath 99 3,119 41 1-5 614 1,838 123 84 84 8 1 st FI Powder 179 4,330 56 2-5 535 3,200 135 146 146 Room/Mudroom / Hall 9 1 st FI Foyer Area 261 3,009 39 1-5 638 1,908 74 87 87 Duct Latent 761 Return Duct 296 0 185 System 1 total 1,953 31,446 406 25,994 1,812 1,184 1,184 System 1 Main Trunk Size: 12x17 in. Velocity: 836 ft./min Loss per 100 ft.: 0.102 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons, Split Btuh Btuh B#ufi Net Required: 2.32 93%/7% 25,994 1,812 27,806 Recommended: 2.89 75%/25% 25,994 8,665 34,658 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heatin4 System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV*'C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btph Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Sunday,April 25, 2021, 9:25 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row,Lot 5,Design A 'Bay Shore NY 11706 Page 44 S stem 2 Room Load Summar Htg,• Min a Run Run Clg` Clg Min Act Room Area Sens Htg "Duct Duct Sens Lat Clg•' S,YS No Name SF Btuh CFM Size Vel Btuh Btuh CFM ° CFM ---Zone 1--- 10 2nd FI Bedroom#2 306 5,722 74 2-5 595 3,564 133 162 162 11 2nd FI Bathroom 127 2,977 39 1-5 617 1,848 94 84 84 #2 12 2nd FI Bedroom 306 3,895 51 2-5 463 2,773 88 126 126 #3/Closets 13 2nd FI Bedroom#4 273 6,164 80 2-6 455 3,922 191 179 179 14 2nd FI Living 192 4,395 57 2-4 679 2,601 133 119 119 Room 15 2nd FI Front Hall 68 1,770 23 1-5 620 1,856 42 85 85 16 2nd FI Open-to- 354 1,190 15 1-4 368 704 15 32 32 below/Hall 17 2nd FI Bath#3/ 187 4,036 53 2-5 523 3,131 108 143 143 Laundry/Hall Duct Latent 706 Return Duct 940 1,027 171 System 2 total 1,813 31,088 392 21,427 1,681 929 929 System 2 Main Trunk Size: 12x14 in. Velocity: 797 ft./min Loss per 100 ft.: 0.103 in.wg Cooling System Summa "Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.93 93%/7% 21,427 1,681 23,108 Recommended: 2.38 75%/25% 21,427 7,142 28,569 Actual: 4.00 75%/25% 36,000 12,000 48,000 E 'ui ment_Data Heating System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TA1151524MSA RA1748AJ2 Indoor Model: BV"`C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12;000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Sunday,April 25,2021, 9:25 AM nationalgri This document MUST be completed and signed by the Installer prior to your natural gas service being turned on by National Grid_We appreciate your cooperation. CUSTOMER OWNED GAS PIPING INSPECTION CERTIFICATE The undersigned installation contractor herby represents and warrants that all gas piping and related appliances, appurtenances and equipment installed at the premises described herein have been installed in accordance with all applicable codes,regulations and standards in effect as of the date of this Certificate including,but not limited to,the Fuel Gas Code of New York State,the National Fuel Gas Code,the National Grid Blue Book and the original equipment manufacturer's specifications,guidelines and installation instructions. The undersigned installation contractor further represents and warrants that all gas piping installed at the premises described herein has been subjected to and passed the pressure test requirements as outlined in the Fuel Gas Code of New York State and National Grid Specifications and Requirements for Gas installations as written in the Blue Book.The installation contractor MUST include a historical sketch of the underground piping location as required per the Blue Book,Section 8.4 with this Certificate. The undersigned installation contractor acknowledges that National Grid is relying upon the installation contractor's representation and warranties,as well as the accuracy of the informafion contained in this Certificate,as a condition to turning on the natural gas services at the premises descanted herein. Customer Name l kfrOAAle 81*aan*4?e �'iac) Sav,CC- (Please ce (Pleaseprint) ServiceLocation il� promti4t7 —G/L Street-City) Daytime Phone r Evening Phone Cell Phone 5d p'wo--? Sri Contractor Name �'t 1 ��C.dVAIA1�1 (Please print) orhmd Signature Business Location (Street-City) Daytime Phone 0(-7.s-67 q? Cell Phone ONE! 5 66- License#_AV-416 q L County: 9f Suffolk ©Nassau The installation contractor MUST check and complete the following information for all underground gas piping that has been installed at the subject premises in accordance with this Certificate.Please include the name of the pipe manufacturer,lot number of the pipe installed and the size of the pipe installed. Installed Pipe Size r ❑ p � /T Pipe Installed at Minimum Depth of 18°? (7�Yes No Plastic. Pipe Manufacturer Ot� Alii—p'� Lot Number R'A71'��/Z�fJ�SDR Mechanical Fittings Used? O,Yes ❑No Plastic Fusions? ❑Yes ❑No #Made._ Tracer Wire Installed? [ ,Yes ❑No Metallic Caution Tape? es ❑No Non-Metallic Caution Tape? Yes �No Pressure Test @ '° p.s.i. Duration Time /10 (Hrs/Min) Historical Sketch Provided? © Yes No (Refer to Blue Book Appendix D,Section 5.0) Local Municipality/Town Pressure Test Certificate Provided? ❑Yes E�No Plumbing Permit# Coated Steel.Anode(s)-Number/Weight Cadweld ❑ Yes ❑ No Equipment/Appliances Instaffetp Generator ❑Yeso Pool Heater ❑Yes �No House Heat [ Yes ❑No Barbecues ❑Yes No Water Heater Yes ❑No Meter Header JoYes ❑No Other(Specify) NATIONAL GRID USE ONLY Technician/Responder Meter Number (Employee Name/Number) Turned On Grid# ❑Residential ❑Non-Residential (Date) NG0326(2.10) SHOW NORTH ARROW ,\\JAEORES* . r .d-70R# STREET NAME EXAMPLE k4 POOL INSTRUCTIONS: iim 1. SHOW METER IN RELATION TO BUILDING.® �� Z. SHOW UNDERGROUND PIPING AND INDICATED 'Se DIMENSIONSAND PIPING ROUTE. 3. SHOW LOCATION AND TYPE OF REMOTE APPLIANCE ADDREW 108 SAYIlVENUE (GENERATOR,POOL,HEATER,ETC.) HICKSVILLM NY 11801 4. INDICATE NORTH ARROW. CPR#140003M m S. INDICATE STREET&ADDRESS. SAYAVENUE �µ sT X246; �--•_�- �>��- - q p g .�pyo •ryp 5,� rg� GAS S`i9 Ptlie i�t9'A"A Sv INS ALLA�� � CERTIFICATION Divisjonof Richard j Cann zrefla Inco 14� ZOZ� DATE; 1�1LD11�1�� PERMIT NO; Master P9�a�[l�ces����an�� - SLic#47692-MP Isliplip Lic# I!76Prolse��,�ddr°ess°___—� Huntington#2395 Suffolk Back Flow 952408-BF `� Babylon Lic# 1789 Owner:! &rra Southampton Lic#RP 10036 Plumber- Y f-C,E 1 certi that the Gas Su.pply lines have been installed and tested in accordance with the Fuel Gas Code of NewYork State including P H 0 E section 4 and 406. F,;X Installation: _Residential Installation MAIL Commercial Installation Please Check Combustion Appliance Installed: y Heating Equipment -�4 HotWater Heater Fireplace/Stove Other: - Test Pressure' Duration -z-4 hj-5 Results: 1 cer°tifi/ 1 ars the licensed plumber (License # �I P-4102 that installed all Gas pply lues on the above referenced premises. r i Plumbers Signature COUNTY OF SUFFOLK C�,w) STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD, MPH Commissioner ANTHONY PORTILLO August 9, 2022 P. 0. BOX 152 MATTITUCK, NY 11952 Marra-Royalton Row Lot 5 R-21-0613 Inspection Completion Report ANTHONY PORTILLO, The Office of Wastewater Management has performed an inspection of your site on 08/05/2022. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: CONSTANTINO MARRA Li~ DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT '`v+J 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 �R j':4t' (631)852-5700 1 Fax(631)852-5755 A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build D 5 August 23, 2022 AUG BUILDING DEPT RE: Royalton Row-Lot 5 TOWN OF SOUTHOLD 875 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 875 Royalton Row,the foundation,framing and strapping, insulation and caulking, rough plumbing, and the thermal barrier and fire protection assembly for the floors were all completed and installed per NYS Building Code. Please contact our office if you have any questions. Thank you, .- 4� Anthony Portillo, RA, LEED AP do \ t 2z (i � q& 8-7 AM P Architecture Add ress:10200MainRoad.Unit 3A,POBox 152,MattituckNY11952 Phone:(631)603-9092 Design + Build August 26, 2022 4 OCT 0 4 2022 a 6 'iL& RE: Royalton Row-Lot 5 TGV 875 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 875 Royalton Row,the foundation, framing and strapping, insulation and caulking, rough plumbing, and the insulation barrier and fire protection assembly for the floors were all completed and installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP Q �{ '9j, . �374(?� ��0� PwA,4+ ' Royalton ' • Lot 5 Tax .• 1000-113-07-19.34 Foundation: �r 41 rte'. -� � Bre•'! '; r • •� Strapping: w Insulation & Caulking: fth y i I • M Rough Plumbing: x ' t 10/4/22, 10:30 AM 875-royalton-row-exterior-9.JPG F �j� 1L 11 II 4� "1 �(1'►1'f �T��$7 — $1S T ID i 0 C 0 4 2022 � r4 https://mail.google.com/mail/u/0/#inbox/FMfcgzGgQmWgcTcNmmfTGtmSLZSBjrJG?projector=1 1/1 10/4/22, •- 1 1 i c; • :' • If bII http .google.com/mail/u/O/#inbox?projector= I 1 1 FOUNDATION(IST) FOU�OAXION'(2NP) PLUM : 1 INSULATION.PER N.Y. • 1 IMIFUIUKIMM s r 11 • • t 1 DIY.� /. Mal rod MIAMI Mollo W - o�SufFf2t��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.jzov y off. Date Received APPLICATION FOR BUILDING P RMIT - ((_., j �or Office Use Only •"-'�`� 1� — PERMIT NO. 1`/-ICBuilding Inspector: MAY 3 2021 Applications and forms must be-filled out in theiventirety. Incomplete. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be'completed. - t Date:4/26/21 OWNER(S) OF PROPERTY: Name:Constantino MarrascTM #Z000-113-07-19.34 Project Address:Cox Neck Rd, Mattituck, NY 119527 Lot 5 Phone#:646-343-7400 Email:marrc_onllc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name*-AMP Architecture, Jessica Magee Mailing Address: 1075 Franklinville RD., Laurel, NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address: 1075 Franklinville Rd., Laurel, NY 11948 Phone#:5l6-214-0160 Email: aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes EJ No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property:v0Ca� of Intended use of property:S)rq1L Famlty teyw— Zone or use district in which premises ls`situated: Are there any covenants and restrictions with respect to — G this property? ❑Yes YNo IF YES,PROVIDE A COPY. RrCheck Box After Reading: The owner/contractor/design.profes'sional is responsible for all drainage and storm water issues as provided by Chapter Z36 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 alLapplicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors;;- p ' is' and in.building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section Z10.45 of the New York State Penal Law. Application Submitted By(print name): uJl`� a Jo l� ` kCL e'e authorized Agent ❑Owner Signature of Applicant: �I Date: I l U STATE OF NEW YORK) 5 : COUNTY OF-suekI�- ) �•�e� �e ,eSsic� being duly sworn, deposes and says that(s)he is the applicant (Name of individu al siigni1ngg contract)above na ed, (S)he is the �.1�( ,1 IJ— (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 the Ith. Sworn before me this BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 00 da of Qualified In Suffolk County dayof- 20 01-1 COMPAIRgion xgirgs Notary Public PROPERTY CWHER AUTHORIZATION (Where the applicant is not the owner) I, ��ld� l1�711 1��,lht residing at lVel Yol-1L 115,"I do hereby authorize �� e/?,ye��L�r'2 � _ to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date /4-c- I Print Owner's Name ! 2 i SW¢>Fpj I DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a� C= ��� 1 Town Hall Annex- 54375 Main Road - PO Box 1179 co a 8u%�-V Sov pi.o�o Southold, New York 11971-0959 O -cow0 o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerla southoldtownny.gov — seandO—southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 Company Name: 390 Operating Corp Name: Marratime Cap LLC _ License No.: 35594-ME email: 390operatingco@optonline.net Phone No: 6315890535 ❑✓ I request an email copy of Certificate of Compliance Address.: LOT#5 - 875 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT #5 - 875 Royalton Row, Mattituck Cross Street: Phone No.: 6315890535 Bldg.Permit#: 46287 email: 390operatingco@optonline.net Tax Map District: 1000 Section: I Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) n n n Check All That Apply: Is job ready for inspection?: XY ES ®NO ❑Rcugh In [:]Final Do you need a Temp Certificate?: EYES ❑NO Issued On 7/14/21 Termp information: (All information required) Service Size ✓❑1 Ph ❑3 Ph Size: 200 A # Meters Old Meter# Z New Service ❑ Service Reconnect [] Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �W I DING DEPARTMENT-_Electrical Inspector. yQ �Q22 TOWN OF SOUTHOLD` ; N SEB Town•.Hall, Annex - 54375-,Main Road­ P.O Box 1179 ,,,�ovD - Southold,'New York 11971;-0959 o�So Telephone'(01) 765-1802 - FAX (631) 765-9502 . rogerr(aDsoutholdtownny.gov seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INF.ORMATION. (All Information,Required) Date: 7/14/21 Company-Name' : 390 Operating:Corp' Name:Marratime Cap LLC License No.: 35594-ME email: 39Ooperatingco@optonline.net Phone No: 6315890535 R]1-request-an email copy of Certificate of Compliance, Address.:-,LOT#5 - 875 Royalton Row, Mattitu,ck. . . JOB SITE INFORMATION (All Information Required):.. Name: Marratime Cap LLC Address: LOT#5'.--875 Royalton Row;'Mattituck-" Cross Street: Phone No.: 6315.890535 Bldg.Permit#: 46287 email: 390operatingco@optonline,' et Tax Map District: 1000 Section: Block: 77 Lot: IL7. BRIEF pES.CRIPTION OF WORK (Please Print Clearly) n: Check All-That Apply: :isl& read dor inspection?: !ES. ®NO ❑Baugh In ❑Final .Do you need a Temp.-Certificate?: RYES ❑NO Issued On 7/14/21 TdAmp Wormation: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters- Old Meter# -Q.New Service ❑ Service Reconnect 0 Underground ❑Overhead Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ON Additional Information: PAYMENT DUE WITH APPLICATION a 4 Orb Electrical Inspection Form 2020.xlsx \ ''C ' PERMIT# ` s , Switches Outlets GFI's 1 a Surface Sconces H H's UC Lts 1.. Fans :..... HW r Exhaust_ Oven W .._.......: . .... : .... r........ .. . .... ...... ... _.Smokes-- - -- - - -- DW �--•., Mini. Carbo - :I1lIJcrd .'Generator: Combo.;.:. . .: _..,, j'_.:...:_. _... Co'oktop .Transfer AC. . : AH , 1 . � -- . Hood l ., - ,.. , ' . -•Service . l s ' . • Amps. Have:. `t9setl.` p ' Comments: _ o Town Hall Annex Telephone(631)765= 802 54375 Main Road Fax(631)765-9502 P. O. Box 1179co Southold, NY 11971-0959 Pr! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTIONPRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: April 30,2021 Owner: Constantino Marra Location of Property: Cox Neck Road, Mattituck NY 11952 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and roof framing (FIR 1 P Signature: Name (person submitting this form): AMP Architec re, Jessica.Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 LOT COVERAGE Q . i PROJECT 1 ZON I NC DATA TAX MAP # — _ --- 1000-113-D7-19.34 - 90 LOT W DESCRIPTION (FOOTPRINT) AREA --- _ - -= COVERAGE J - - - - - - TOTAL LOT AREA 31,'105.0 S.F. -_- - -— -- - - = - - -_ _-_ - -- ZONING DISTRICT A G Q LOT AREA 0.-1 ACRES - - -- - - _ WETLANDS DISTRICT N N/A PROPOSED BUILDING 2 058.0 S.F. 659 0 -- - - - _ -_- 622.0 S.F. 2.090 J •` PROPOSED GARAGE - I --- I � i -- -- - L i PROPOSED PATIO 4'76.0 S.F. 1.59 DEG DISTRICT N N/A O I; - i 'I - - '! 0 RESIDENTIAL - _ -- •' SUFFOLK COUNTY HD APPROVAL R-21-0613 5 I: d _ -- I 10.09b _ VACANT LAND _ - TOTAL AREA OF ALL STRUCTURES LOT -"- .__ -_ _ _ _ • ALLOWED - 20% - - O EL. 45.89 � �QO �•�2 HABITABLE SPACE PROPOSED BASEMENT AREA O S.F. Z tL4 FIRST FLOOR AREA 2,058 S.F. W.59' SECOND FLOOR AREA II 1686 S.F. J \•�� TOTAL BEDROOM COUNT - - - =-4 = 00 > -- Z O J O Y Q Z � I \ toIM �T1 O = ' \ 04.04.2016 NW DRAINA C5E 5Y✓TEI I GALGULATIOI `5 TEST YOUNe LYOUNQ YOUNG a YDUN6 \ / I/VI 400 05TRANDER AVENUE V \ DRI X EY `4AY (FROFOSED) = 20a, .& S�. Ft. RIVERHEAD.NY 11901 W Ft. X O. 1 I = 555 . 631.f212303 0 50 REAR YARD �, U = J 8.4 VERT I GAL. FT. OF 8 ' DIA FOOL RE-OU I RED J Q V \ �>�� O X I is (I) 8 ' DIA. X Of ' S T O R I ' DRAIN FOOL• SILTY SAND 3 - �o �� LOAMY _ 1 - HAY BALES AND/OR SLIT FENCING -- cj A m , DRA I NAO E SYSTEM �ALOULAT I ON5 "V Z; (� STOCKPILE STORAGE S/ RO 0 /` U AREA Dw ofi / AREA (FROFOSED) = 5156 Sod. Ft. //� +}��y may/ M X 0. 1 V .✓L SAND a GRAVEL 600 S.F. Q �,tio,, 556 .52/42 .2 = 12 .7 'VERTICAL FT. OF 8 ' DIA FOOL REOU I RED , ,� - •,,,f.{,.-,,;..:�;,� .A{F,. .,,{,{. :rr. .' ',;f,. . DIA. X 4' STOfi�M � (I) 81 X 5 ' DRAIN FOOLS ��^ .r .r�.��,.J;,,f,�F•'.•^./%:•.{{ {.%r`,{'. Ff:�, .: {^{ ,r`,,.'`{'`f'..X—, COMMENTS: ;F,.^''J•' FE \ 1'1.0' ! -/, i f;.' ' /.�'',rA;^''' r' �,,!�/ i%:Ff 'r;:rr,/,^^:,',�,f J.{`i `'� ,"f'f✓'%= ,F,f'{,.y,,✓` '` v^_ COMMENTS: NO WATEREN000NTERED I I zv ro � %f "-'VARAVE;-` ,,�' ''^, 'f'lr`�,`` ' `'',`'.�r,,"'' ' .tt',.• /: {',.,.F,.,,: . , /�` `'WELL/DRA I NAO TURF NOTE 622 SF .�✓',^ `'%:;.��,' .. . {;;-�``.�=�`'';%;..^,'f,= � \ D R 5 TRU G I ✓.'r '{ ..Y,. -. 2 STORY HOUSE - F:.,,. M I N I MUIv( 10' SPi�, T I ON 15 - rr, ;2058 SF FOOTPRINT:. Dw •r,F '''`.' ``'' ,,f^'.^{,.r. : {j'' . .^,r r�;: ; 'r 'F^.j{` '^ '� I O, d,f r .1`Y f, „+'r ,'.`'�"'r',.^^r''{ .r✓% '"'!,'.%,'�',r r�%. ..F/,rr ` .t� j' , .,'! ✓' YF'�f' {"`. .^'`,^' ,f,,r{'f"s``,.=^' r�,r{f{i. {'r,.'`.r{:,,Y.',,.,,. ^f.+ !/:' \\' 68.2 f";= /L TRALS MAINS " �:�`�� / /S�i�T I G/L�AGH I NO r,:'.,�".;`.��;%^~,fi f.' .F'>�`.` 56.7 F " /SEWER AND THE EDOE OF ALL RMWATER DRA I NAOE LEACH I NO ' II `o''o° l PORCH iw 4' STRUCTURES DW--• MSN c.o. 2�1 SF 0 WALKWAY $ ^'/�' m LEADS w R NOTA' � ! I 1 � POLYLOK NEW 20"4) E_. 40.23 �ONNEGT ALL LEADERS GO1�I NC NEN NORwEco `-ROM O UTTERS TO NEAREST W rnxl DIST. BOX SINGULAIR BIO-KINETIC I, I = rn z D� 40' FRONT YARD 3I �g WASTEWATER - t� TREATMENT SYSTEM MODEL TNT-500 �a Q 60 D 0 Z 'PROPOSED , PROP. '_._.2' 2' NEW EL. 44.'14' \ 00 1 rn TEMPORARY f1O M�N. ' E.P. MIN. MIN. L.P. \ CONCRETE N WASHOUT PROP.WATER 8, ? 47 / �_ O AREA SUPPLY LINE r'>! .��'� / PROJECT: NEw y � L.P. ,/ , SITE LAYOUT NOTES: ROYALTON ROW 1 . THIS 15 AN ARCH I TELT S SITE AN 15 LOT 5 DESIGN A 8' MIN. 3�` I I � EXIST. L ( SUE3JECT TO VERIFICATION 5Y A L I GENSED WATER - � � O ----------------"---- --- - NcHb =_ 6 , - _ METER �20� ��� SUi�YYOR. THE INFORMATION COX NECK ROAD--- - '! � 00.00 REPRESENTED ON THIS SITE FLAN 15 TO THE MATTITUCK, NY 11952 ARCH I TECT'S 5EST OF KNOWLEDOE. DRAWING TITLE: 2. SURVEY INFORMATION WAS 05TA I NED PROJECT DATA ; LOT COVERAGE FROM A SURVEY DATED NOV. IT 2020 AND SITE PLAN S I TE FLAN PREPARED 3Y STORMWATER CALCULATIONS SCALE: 1'-0" PETER A. O ROBEN PAGE: LAND SURVEYOR P.O. 5OX -704 RI DOE, NY 11ci& I !5,w J-AL 0 0 TELE HONE: (C 5I) 84�-4-750 DATE: 04/27/21 1 OF 2 AP\00 .� C� �FT F .^ t.. ✓�. 'n SOF N�� ; Q 50' MIN. W BUT 5UFFIOIENT TO KEEP SEDIMENT ON 51TE HAYBALE5 AND OR SILT FENCING 50 .01 OW J I— Ll O O � 0 ti y 0lu � H O 0 oy w 00= Z � tfl O Z >: 4 Q Z V-4 V- w C4 00.0 Lo Ix %H Lo CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED SUBJC ET 5/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. O J O FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE W TEMFCRARY OONSTRUOTION ENTRANOE --- 00.01 W SCALE: 1/4" = 1'-0" F- V = J 8" THICK REINFpRGE� CONCRETE 24" DIAMETER CAST_jRON TRAFFIC BEAR NG 5 A RA d FRA ORA55 SHOULDER AREA TYP. Dropbox\ 2_Private Jobs Projects\02_North Fork Marra, Dan_RoyaIto Row_O'13020\Lot b_I7asign 0\05—Cons ruction Document! � n - z _c13 Ll r.lu s , l.........�I€. r• W.E. "... ."..1 1 _�I€3....._._ 50 .01 '.4.'.. €. ... '€ _ &' DIAMETER PRECAST p CONCRETE LEACHING RING. WATER SEE CALCULATIONS ON PAGE SN-100 FOR POOL HEI6HT5 I MIN. DIAMETER MIN. GLEAN SAND It GRAVEL FILL j TYP I OAL SECTION ® LE AOH I NO POOL SCALE: 1/4" = 1'-0" I 500' S 1 TE BOUNDAR)' ��, ` �'� - -- ------ -- - --- SCALE: NTS I ISI I Z 4" VERTICAL FACE uj � I o BEDD I NO DETAIL w SCALE: I/4" = I'-O" LLI I Q 0 PROJECT: 18' MAX. G. TO G. - o 4 ROYALTON ROW -I i L 5 SIGN A w.� t j ! ..n N� ..3..."i......a € t i - ._ 3 ....b.... .._d__}....-i...... E .._i. I_..5....a�..... _.!_^ IF. DE ! i ._ ! *— ...E. ,....a _.. '... .._1.....3...._L.....i.....i..a 'e...6.....!•.'...d :.-1.....'...r..._a.... EMBED FILTER GLO ,..; -- - --- - --- --- � g � �_.�.""."a.......-{--.--�`-}-_< ;.."".;.. ! _ : : : : § � " MIN MIN. 6' INTO GROUND �...�'......E.... 4' ' COX NECK ROAD MAX MUM DRAINAGE AREA FVO\A Fv011k MATTITUCK, NY 11952 1/2 ACRE / 100 LINEAR FEET -DRAWING-TITLE: STORMWATER MANAGEMENT 51 LT FENOE 1::)3=TA I L5 CONTROL DETAILS SCALE: 1/4" = 1'-0" PAGE: w— 0 0 PREVIOU5I.Y LAID S f~♦'. r� r ", `~` rr DATE: 04/27/21 2 OF 2 FLON APC �`� r: y ON CONTOUR RE-DAR.5, 5JEFL PICKETS OR 2"x2" STAKES IV TO 2' IN GROUND. ~ w ~M DRIV= 5TAKE5 FLUSH KITH TOP OF HAYBALES. ANOHOR I NO DETAIL/5TRAN E3ALE PIKE DETAIL F. SCALE: 1/4" = 1'-0" 34 4 ,, rd7E*1r;V r n LOT COVERAGE ELEVATIONS REFERENCE NA\/D 1988 SITE LAYOUT NOTES: "T Industry TION BY A LICENSED ir Cleanse pursuant to SITE PLAN 4 IS I/A OHM INSTALLATION STANDARV5: I. TH15 15 AN ARCHITECTS x, • it I.The installer must hold a current Liqvid P43sto _t SLBJECT TO VERIFICATION Suffolk County Code Chapter 565,Article)(11 (Septic I 'NX 0 ek*lnesses)through the 50folk County Department& Labor,Lk:cmhg I. Install I/A OHTS tanks according to manufacturer's re�commendcrtlons SUFFOLK COUNTY TAX LOT No. 1000-115-01-1ol.54 ALL OF THE FOLLOWING LOTS WITHIN 150' e $ I 5URVEYOl;?_ THE INFORMATION -00 while conforming Nth these standard.All applicable recommendations OF PROPERTY UTILIZE FVBLIC, HATER end Conftvw_r Affairs,pursuart to Suffolk Courty code §565--mThe PRESENTED ON THIS 51TE PLAN 15 TO THE 00�1 Ilk Department of Labor,Licensing,and conwner Affairs, maintains a list of Provided by the manufacturer Moll be Implemented. ZONE AC, OR 5HALL UTILIZE PIMLIC KATER ONCE ARCHITECT'S BEST OF KNOWLEDGE. licensed I/A OKM Maintenance Providers. DEVELOPED. w. 2.The I/A ONTS tank--.hall be Installed at level In all directions (with a % LOT DESCRIPTION AREA 2.SURVEY INFORMATION K46 OBTAINED accordance direction of +/one quarter " on a minimum J,( A.Ar I 2.All I/A ONTS must be registered with ties Department in aocoi -c moxinn tolerance in any dire CoOVERAOE A, -inch thick bed of properly leveled and compacted sand(free. from FROM A SURVEY DATED NOVEMBER 1-1, A. 2020 AND Pl-'EPARED BY- otion on "as built' a grovel. TOTAL LOT AREA with Article Iq of the Suffolk County Sonttarij Code prior to &to 5 1000-115-1-IcI35 (CURRENTLY VACANT) Deportment granting certification of compla-ted construe rocks) or pe 31705.0 S.F. 1000-113-144-35 (CURRENTLY VACANT) 5UE3,.ECT PROPERTY plans. , C7ROE 5. I/A ONTS Tanks shall be provided with a single outlet.A distr1boAton 1000-113-"T-19.36 (CURRENTLY VACANT) PETER AEN PROP. HOUSE wl GARAGE Zbc!5.6 5F. N.Y. STATE LAND SUIRVEYOR xn ,e� C�ontraat between the box/manhole or distribution leaching structure may be required for all - , A I 5. An executed Operation and Haintenonc 1000-113-7-Iol-51 (CURRENTLY VACANT) Maintenance Provider and Prop" owner mus systems with multiple leaching structures LIr,_ #0509*q 7 t be submitted to the tures, unless on alternative design Is V L Deportment prior to approval of the I/A ONT5 registration by the approved by the Department. PROP. PAT105/PORC44 -462.4 S.F. 15% 1000-113 7-19.38 (CURRENTLY VACANT) C74A LAND SUIZVEYINC, INC. 4.The top of the I/A 0KrS tank Shall not be located greater then 2.5 P.O. E30X Deportment in accordance, with Article, lel of the Suffolk County 1000-113--7-Ict.5cl (URRENTLY VACANT) 5mi" code. TOTAL AREA OF ALL STRUCTURES 5156.0 S.F. 10.0% RIDGE, NY llqbl W­ 0,1�lr 4.All installed I/A ONTS are required to have on Initial 5-goor warranty Ir A MAXIMUM COVERAGE ALLOWED :20% Or After S.At a minimum,all Sampling manholes Shall have 20-Inch Covered operation/moirtenonce service contract.Af r the Initial feet or less than one foot below final Tacle- (651) 84q-4150 and ion and maintenance service contra.];has expired,prop" access openings to grade located over the Inlet and outlet.Covers operat 04j04_22016 owners aro expected to maintain on operation and maintenance shall be either 20-Inch diameter watertight and Insect-proof locking NOTE: "Nor V '. -, A 7 1 1 , contract in accordance with Article III of t1ke Suffolk County Sanitary cost Iron covers or thermoplastic covers at final grade.All covers TEST HOLE DATA I. FLOOD MAP DATA FROM FE.M.A.: Shall be designed in accordance standard. YOU14e 4 Y0LN4Q7 Code. �0 -111 of this Star 400 05MANDUR AVENJE 7% ,- i X, with section 5 MAP : 56105004-5114 MAP DATESEPT. 25, 200cl SEP 127-2505 FLOOD ZONE: X C2.H-on somp"manholes cre approved to be installed In a drive" S.p+h.,n an I/A OWS requires a vent,the unit shall be vented to the 651, roof of the residence being served.Vent p1pos, Shall extend a minimum or parking area,the manhole, shall be designed to be traffic bearing to it" of i& Inches above the roof line and the top of the vent shall have 0 meet the requirements of AASWO H-20 or HS-20 loading- minimum horizontal Separation of 12 Inches Io the sloped portion of the, 2.SITE PROTECTION/SILT FENCING TO BE AERIAL PHOTO roof. In cases where It Is not practical to vent the system to the -T.The outlet invert elevation Shall be a minimum of 0.1 foot below the INSTALLED AS REQUIRED BY SOUTHOLD residence roof,a vent pipe, may be piped to the exterior of th,, inlet invert elevation. os TOWN. rosiclo--noo and terminate a minimum of 16 hrhes obovo grade and at SCALE: NTS least I foot from prop" lines.These vent pipes shall be located a Sampling manholes shall have an Inside diameter of 2 fact or on 5.ANY SURFACE WATERS OR PiETLAND5 mInIrnum of 5 feet from any window or doorHay and mist terminatewith a inside area of 2 foot by 2 foot. SILTY SAND carbon filter device.All vent pipes must heave a minimum diameter of 2 LOAMY LOCATED HITHIN 500' OF THE PROPEfZ7Y inches. cf.There Shall be a maximum retention depth below the outlet Invert ARE DEPICTED ON 51TE PLAN. W elevation of Six inches. 5.01- 6. Installation and useof the I/A ONT5 Must conform to the Deportment's )proved I/A OWrS guidance document prepared In 10.All se-Ker pipe penetrations in the sampling manhole shall be SMDIV1510N INFORMATION:A the Standards for 'Approval and Management of watertight. accordance w '5UBDIVI510N MAP ESTATES AT ROYALTON' W Innovative and Alternative Onsite Wastewater Treatment System." ELIREGUIRZMENM: LOT 5 MAP NO. 12105 MINIMUMDEVON RMOUIRT"NM: Control Panels FILED FEBRUARY 22, 200 _J I. I/A ONTS tanks shall be constructed Of precast concrete,fiberglass, 1.The control pono-I box must be placed outside on -a Suitable pedestal polgethylowpolypropyleno,thermoplastics,or other materials In near the structure that it serves.Alternatively,the panel box may be L accordance with Department Standards and IONYC-M Appendix 75-A- mounted on on outside wall of the structure(preferable a utility room, SAM 4 MAVIML The use of steel torks Is prohibited. and not a living space).Other locations for mounting the panel box will RESIDENTIAL be considered by the Department on a case-by-cast basis cincl with I/A 2. Hhen an [/A ONTS requires a septic tank for pretreAcrtrnent the septic OHM monupoeturer approval. VAirANT LAND tank shall be Su"olk Co"Vapairrient OF Heafth S&-Vlaos I2/29/r? Page 151 designed in accordance- Ntth sections 5-107 and 5-10cl of this 2.The name of the I/A ONTS 04M Provider must be clearly Identified EL. 45 8Q'Standard. on the outside, of the panel or,%d Include a phone number to contact In Of case of alarm. 64-65 5 an I/A ONTS shall be designed In accordance with section 5�-101 and 5.Exterior panel placement enables the system to be Serviced at anyna )0.0 Unless otherwise, Specified,the, teaching structure/system that follows I/V 5-110 of this standard. time,eliminating the, need to access the Inside- of the, building. col_ l .NO KMER rl+cauNT>3� 4.The panel box must be Htthln view of the, system location to help ' _. ._ ...-=- /` \ 4. At a minimum,all I/A OHTS treatment tcr*,s shall have 20-Inch facilitate operation and maintenance. cove-red access, openings to grade located over the inlet and outlet. -e 20-inch diameter watertight and insect-proof -d at a comfortable height Covers shall be- either 20 . 5.The control panel Shall be placed for looking cast Iron covers or thermoplastic covers at final grade.All access in accordance with Federal Emergency Management Agency `vw'l covers and chimneys/risers shall be des" In accordance with section (fElW flood zone roclulremonts. 5-111 of this standard. 6.The pawl shall meet National Electrical Manufacturers Association 5.Hien a I/A ONTS is approved to be Installed in a drive"or (NEMA)4X Specifications. par" area,the unit shall be designed and/or Installed to withstand WS-20 or H-20 loading as designated by AASHTO. 1.All below grade wiring must be, run in electrical conduit.The conduit must have appropriate seals to prevent gases and moisture from 6.eparboge grinclars shall not be pormltte�d when on I/A ONTS Is utilized reaching the control panel or Junctlon boxes. 05 means of Sewage disposal. 7.Hater softeners shall not discharge Initc, on I/A OHT5 and the 6.Each System shall be equipped with a function" warning system which will activate audible and visual alarms that can be readily seen cirod Deportment recommends water softener backwash be connected to on hoo-cl by the occupants of the building served.The Department onsite drywoll acceptable to Town or Village building Departments. recommends a telemetry device be Installed to provide Irnmocilote remote b. [/A OHTS tanks shall be watertight and constructed of sound and aalarm notification to the 04M provider covered by the 04Mgreement. durable materials that are not Subject to excessive corrosion or clocay. Q.Systems which are not designed to flow by gravity are recommended to be equipped with a control panel with means of connecting a 9.All tanks must be Hatertight.Two methods of on-suring tanks are portable generator to operate the system during a power outage. watertight shall be other vacuum testing cr water pressure testing methods as follows- PUMPS.BLOWERS,LEVEL SENSORS.AND CONTIROL5- 10.Vacuum testing.- Seal the o"teak and apply a vcw-wm to four(4) 1.The electrical Junction box serving the pump motor and floats must be ` � Inchos(loOrwO of mercury.The tank is approved If 410%of vacuum Is watertight and located outside the I/A OW5 tank chamber. Z V held for two minutes. -Y 2. Any blowers located outside of the I/A OW5 unit must be placed on 11.Pieter test": Seal tank,fill tank with o-u3ter to outlet invert a pad Suffolk County Vepa-bnmt a Health Services 12129M Page 145 > elevation, let Stand for 24 hours.P.--flil the; tank to the outlet Wort (concrete,plo5tic, or fiberglass) and have a soundproof enclosure [��? � ' ` % ��� after the 24-hour period is complete.Let the tank stand for an cover. additional 10-hour period. The, tank Is approved if Hater level Is held for the 10-hour period.Harter pressure testing Is recommended to be 5. All pumps and float trees must be accessible and Serviceable from done onsite after Installation. access open". I/A OWS TAW,CONSTRUCTION MATERIAL REGUIREMLIt : 4.The floats shall be attached to a Schedule 40 PVC float tree, that 0 can be easily removed for Service or adjustment.The floats shall not be attached to the, force main. I.ReInforcod concrete,shall have a minimum cornpressive,strength 3,000 pounds per square Inch (ps!)at 28-dogs set. 5.The Deportment shall observe the purnp system operate through a 2ND STORY LU 2.Hall thickness shall be a minimum, of threeInches unless the design normal operating cycle. Z OVERHAN 6.-, has been certified by a New York Licensed Professional Engineer as b.inspoctlon for leakage of the, force main fittings, will be moclo during 0 complying with all appropriate requirements for thin Nall constrvotion. All the pump test procedure. PROP_ walls,bottom and top shall contain reinforcing to resist an applied DECK force of 500 pounds per Square foot 1psI9. iii 5.Pre-cast concrete, Sections Shall be sealed with one, (1) Inch butyl ` `t rubber joint Sealant which conforms to A617-1 C-qW. 4.All Sower pipes Shall penetrate the vertical sIdewall of the tank and Shall be Sealed with grout or other moons acceptable to the d Department such as watertight sealed flexible joint aid the pipe PROPOSED 2 STRY gasket fastened to the pipe with stainless steel retractable cl'ornp(s)_ klsv. M DWELLING NEW SANITARY LINE 4 PROP4 GARAGE CONNECTION 5..All joints shall be sealed so that tune .e tank Is watertight.See Section (5BEDROOMS) 5-114,B.10.Tanks that are cast In place require prior approval from the DRI anEL. 46.1' Department and must be certified by a Licensed Professional Engineer. CED A At a minimum,the floor ani walls of a concrete tank must be GAR EL. 4413' ♦ monollthically poured. M. 6.Whenever practical,concrete I/A OHT5 shall not be loccbacl within groundwater-For Installations that are placed within groundwater,the- bottom and side portions,up to 15 hdws 4above highest recorded/expected groundwater elevation,of the I/A OW5 unitshall LU ♦ be monolithic-oily constructed. In cases where, this is not practicable,the NEW SERVICE PRO 'A I/A OKTS unit shall be water-proofed up t,2 M inches above the highest k4ASP CONTROL 4 recorded/expected groundwater olevatkm and look tested to ensure 2ND STORY' PROP. )NE1,4 CENTER 37405 tightness prior to operation. PORCH C.O. 1. In cases when concrete tanks are, installed in groundwater,the design0 professional Shall Submit buoyancy colculatlons to prove the He�ght of b VENT TO ROOF (NO HOUSE the tank(with or without anchoring or the addition of ballast) will be of PROP_ WALKWAY TRAPS SHALL 13E INSTALLED Vo least 1.5 times more than the weight of the water displaced. The ILI UPSTREAM Or- TREATMENT UNIT) ♦ (0010 PROJECT: buoyancy calculations shall be done using highest expected/recorded groundwater elevation with the tank empty.Soll cover on top of the NEW 20nO 0 EL. 40-25' oro tank(5)Shot[ not be considered when detai-mInIng the amount of POLYLOK ROYALTON ROW anchoring or ballast Height required. DIST. E30X NEW NORNECIO fy 0 5IN6a-AIR BIO-KINETIC WASTEWATER LOT 5 TREATMENT SYSTEM 32.7dY MODEL TNT-500 15 \ PP t :2' :2' NEN Op __ 0. A (0 SUFFOLK C 44--14' E.P. MIN. MIN. L.P. ..,OUNTY HEALTH DEPARTMENT APPROVAL V#9- " ,. ��51 * \ . 1;. COX NECK ROAD PROP. WATER/Ir _41 11!1- . MATTITUCK, NY 11952 SUPPLY LINE 1�11 NLE.PA_ ENGINE-RI F9_CERTJFFICATiON RE°` LfRE0. It 5. DRAWING TITLE: C a@ MIN. SITE PLAN - INS,_ALLAT:0N ANr CONr7RUCTiC7N EXIST. PROPOSED I/A OWTS 0r IA/0WTS HATM IA/OWTS Norweco r,r 10 V A1-• `�6,L, METER, SUFFOLK COUNTY DEPARTNIENT OF HEALTH SERVICES SURFACE HATERS NOTE THE PROPOSED SEPTIC SYSTEM 15 LOCATED THE FOLLOWING PAGE: DISTANCES FROM THE EDGE OF THE POW TO THE EAST OF PERMIT FOR APPROVAL OF CONSTRUCTION FOR A THIS PROPERTY: SINGLE FAINLY RESIDENCE ONLY 0 A L T 0 N R O ®® OWTS: --net' M MIN. SETBACK REO-0) SP-100 NEAREST LEACHING, POOL: 255' (100' MIN.SETBACK REOV) DATE: 4/17/ 021 Ati.S. REF./1+4. R-21-0613 VVI A DATE: 04/12/21 1OF2 APPROVED_f/Z&�- �� FOR MAXIMUM OF 5 UDEDROOMS 0 40 50 V0 EXPIRES THREE YEARS FROM DATE OF APPROVAL S 10 SITE PLAN OPAFW,5CA4Z SCALE: 1" = 15'-0" m t ALTERNATh/E ONSITE MASTSIATER TREATMENT SYSTEM NA OMITS) L EACIENQ POOLS(2) I. VA OINTS SH/d1 HAVE A MINIMUM 717EATNBtf CAPACITY OF 550 61"D(5 BEIMOO145). I. MNIMUH LEACA*N6 SYSTEM FOR A 5 BEDROOM HOLSE IS 400 FTa SMSAA L LEAC.HIN6 AFtBk z PROPOSE NOF416W^StHSU.AIR BIO-KRETiG HASTE34ATER TREAIT•@tT SYSTEM MODES_ (�D'O x 8'EFFECTIVE DEPTH LEACHING FOOLS PROVIDE 400 FTa LFACHIN6/AREA TNT-500'PROVIDES 600 GPD TREATM@IT CAPACITY. N 6Y x V EFFECTIVE DEPTH LEACFRN6 POOL FROPOF�FOR 50%EM'ANSION 2 INSTALL ALL COMP048tT5 A5 PER MAW.SFEG'5. 3. A 10'MIN.DtSTANGE BEfYEEM1 TFE VA OWTr AW BUI�IN6 WITH SHALL2 LEAGFNNS FOOLS TO BE C.OI•!<�TRUGT7=D OF PRECAST REIIFORGED GONGR£TE(OR EWA". BE MAINTAIt•R�,OR S'MIK DISTANCE IF BUp.DRr6 IS UPON A SLAB. 3. ALL COVER'`SHALL 13E OF PREG/t5T Rl=1rFORC®CONCRETE(OR EQUAU. 4. A 5'MIN.DISTANCE BETY FBT THE VA OWES AND D15T.BOX SHALL BE MARtTARJ®. 4. A IV MIN.DISTANCE SETHEEN LEACMNB FOOLS AND WATM LINES SHALL BE MATNTAHM' S. AN V MN.DISTANCE WrIetlEEN ALL LEA A*N6 POOLS AND SEPTIC TANG SHALL BE MAINTAINIXk PROP,(5)BEDROOM Dh�L.LI1J6 PROYII7E NEW NORMEW S(NSULAtR Sat ONDARY SAFETY BIO-KJNE r_MASTEKATER PP.I3-46P COYER5 BENEATH EACH TREATEMENT SYSTEM PRIN64RY COYER(TYPJ MODEL TNT-500 POL.YLOK 20'D-SOX w/SECURITY &RATE(13AFFLE IRMV IF INLET x z GA AY6.GRADE 13.x 44.1' PITCH EXCEED`'}'PER FOOT) 5%MAXIMUM SLOPE cv MIN,4'DIA. I'MIN. 1'MIN. 5DR 55 PVC 25'MAX 2'MAX. ,¢ -*Xrv. MIN 4'DIA MIN.4'DIA, ;•. -, SDR 55 PVG OR S17R 55 PVG OR _"' EGIUIYALENT MINL PITCH '. 't— EGMJNALENf ----------- -- - MIN PITCH�':1' MIN PITCH J':I' FLOW LITE 04 Q 4 (PROVIDE END GAP n r TYPE LEVELIN5 NEN BASM-Wr DEVICES AT OUTLETS) LEA AM45 POOL pp PROVVE 12'THTC (MIN)887 OF lap W SANS OR PEA 61RAVEL BENEATH DISTRIBUTION BOX U .---8'-0' REPLACE EXIST.501L� W w/5'GLEAN SAND DOLLAR SUFaZOUNDIN6 LP MHBZE EXIST.SANDJ J : ERRA,NEL(sP/srU 4 f.. Q � LAYER NOT PRESENT PROPOSED I/A ONTS DETAIL SCALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG — SUITABLE COVER END PLUG Lij W � + �H� - 1 1_ Q SEWER PIPE - Q 45' ELBA IIJ•.TS 30' ELBOW r 45' ELBOW 60 W(E ALTERPd.ATE "A" ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 120 VOLT- 10 - 60 Hz-20 AMP SERVICE MAINE L E G TR I G A L NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. GLEAN-OUT (G.O.) DETAIL PANEL AT DN LL I NC SCALE: NTS MAIN BREAKER i O O i FF! ICE PRO-w®S y I 1 SERVICE PRO DK ON ON WON ION wN ® 12:42 PM R. 75 R. OFF OFF OFF � 15 P WWW.SFRVIEEPROMCD CDIA NORWECO.-U O/OFF OIDFF a� Nori F WAUC ONq-USA 17ATOR PUMP SRF11CHi IPUMP `r REM.a i LIHI I O ® TEST MAN ' I EL E) RESET CONTROL I AEMTM I PuwP ;`• fi?4 "C �- i i { � F ❑ 9TF 037405o Ft I I 1 1 41 1 :11� DEDICATED20 AMP LPOWER PUMP AERATOR ALARMS COW 1 2 3 1 2 3 PROJECT: BREAKERS Rf1Ar MAC ACJOC Aux QO IrwL P '�Ew`i°N AIAIaes cowl illy nuz � oZG 3 SIN(5LE-PHASE PSR FLOATS NCOMIfiG PUAAP AERATOR ONIOFF ALARM OYERTtDE 01ROU IT BREAKER L1 N G P1 N G Al N G 1 2 3 . 5 6 ROYALTO N ROW % 3t 8t ?t BZ 2L Ef BL Bt ES 3t x S% it ES wlcGwG PtI,P ALRAToN owar AlAlwl ovEwaDEE. O ® L1 N G P N G AI N Gill 213 • 5 8 ® POWER O FLOATS ® LOT 5 IRO Mffl)BY NORWECO,INC.NORWALV,OHIO U.S.A. SUFFOLK COUNTY HEALTH DEPARTMENT APPROVALSMACE P ® � � COX NECK ROAD I MATTITUCK, NY 11952 I ELEGTR I GAL SERV I GE TO WASP SERIES CONTROLS DRAWING TITLE: NORWEGO SERVICE PRO PROPOSED I/A OWTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS M = CONTROL CENTER 4 WIRING DIAGRAM NOTE - ON/OFF 115 VAC MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED MGH HEAD SINGULAR MGH WATER ALARM TIMER OVERRIDE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORAIECO SERVICE PRO WASP CONTROL CENTER_ SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MAmFACTURE'R. INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED SY MANUFACTURER 4 ENSURE INSTALLATION IS IN COMPLIANCE H/ALL MANUFACTURER SPECIFICATIONS, NATIONAL SP-200 GENERAL NOTES: PART NUMBER: ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. C A DEDICATED 20 AMP CIRCUIT BREAKER AT MAN SERVICE PANEL SHOULD NOT BE ENERGIZED /ups �' .- UINTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. SIG„ — J1AM PATENS -- (,9.,IWC RE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. PENDING SERVICE PRD Aw WASP SERIES WIRmuLAGRAM �. 09-15-2015 ,�^ Q THE LOCAL.,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE NTS DATE: 04/12/21 2 O F 2 Pc�n1s NORNEGO SERV I GE PRO HASP CONTROL CENTER $ K R I NO D I AC RAM SCALE: NTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK SATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO DaSTING STRUCTURES ARE FOR A SPECIFIC PUR+OSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPE: OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARFD AND ON HIS BEHALF To THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LEMNG INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWT,RS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.727.2303 fax. 631.727.0144 �i admin®youngengineering.com Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert (S. Tost, Architect Robert 5tromski, Architect 51TE DATA r AREA = 31,705 50. FT. r / r SUBDIVISION - "ESTATE5 OF ROYALTON" FILED IN THE OFFICE \ r / OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 201a A5 FILE NO. 12105. \ '166.65 TO `.l„ 711; Ok- \ / l V`� �-1 COX NECK ROAD r / r ti I / ` 16000 � ) 6 a (P r o ._ o o 5URVEYOR 5 CERTIFICATION J n m /o>, r, Rp S I -D _ 6 11J 41j--�� F 10 WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT THI5 Mi SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 5URVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 5URVCYOR5. r Z X68' a%0ry //�•ry ��, 9d, �F N E W W. �0. \�� O L!1 J D 0 ?' \ HOWARD W. YOUNG, N.Y,S. L.S. NO. 45893 . �8 � Qoov y- b�0� IN \ V°a-,•ok2-� SURREY FOR S�q�eGb <o� ��, �v� �"Ile MARRAT I ME CAPITAL, LLO o s LOT 5 "F-57ATES AT ROY/4L7ON" at Mattituck, Town of Southold Suffolk County, New York CqN FOUNDATION LOCATION 5mvrzY / County Tax Map District 1000 Section 115 Block 07 Lot I01.54 cl \ FIELD SURVEY COMPLETED MAY 15, 2022 MAP PREPARED MAY 19, 2022 �- - - - - — Record of Revisions fc; I i' r VISION DATE li JN r) FUILDNG N a J C O 40 O 20 40 80 120 mm Scale: 1" = 40' JOB NO. 2021-008'7 DWG. 2003_0313_0005-2021-008"T—foundation_loc I OF I (1)UNAUTHORRED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPCSE 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 CONSIDERED TO BE A VALID TRUE COPY.(A)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 ASSIGNLE5 OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 110101 tel. 631.727.2303 fax. 631.727,0144 admin®youngengineering.com Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tast, Architect Robert 5tromski, Architect / SITE DATA AREA = 31,705 5a. ET. I \ " SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE / NO. 12105. i i O}- , �4 766.651 TO COX NECK ROAD; R_374 630 r i / l L,� ' 1l I 4p:,) AZ o I o m ST <p / r (�a q O i j ' m N 47OFi� ? iD SURVEYOR 5 CERTIFICATION 11J �� ry' m'/o In Fo Ni (n a.�3 uJ ---_41.1' _ UW y. hb�sroRrFF<a/ 40' �•/ WE HEREBY CERTIFY TO MARRATIME CAPITALS LLC THAT THIS i In s 4 SURVEY AS PREPARED IN ACCORDANCE WITH THE CODE OF 4� /?3' Qv WAS FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N f p�Nc ASSOCIATION OF PROFE551ON41- LAND SURVEYORS. 6 9 T AN I S7��^A U' _ S M — — — 140 // N psi < '! (� Q\ Qp•�O�\ 0� j�&L.dE.. i R<o6 ry ��\ 0� O " \ HOWARD W. YOUNG, N Y,S. L.S. NO. 458013 e% i':'3 �/ S7 ryi `� Gj _. Nvf �� �'c' oa•• ie Cz� b Q RBR�'V e XOO``T� •� 2 0�� �a Ok (r 5URVEY POR �S q�sG6 o .�� �v� �I < MARRAT I ME CAPITAL, LLC LOT 5 "E5TATE5 AT ROYALTON" > of Mattituck, Town of Southold Suffolk County, New York N \ \ N F I NAL 5URVEY / County Tax Map District 1000 Section 115 Block 07 Lot Ic1.54 FIELD SURVEY COMPLETED MAY 18, 2022 Q. MAP PREPARED Record of Revisions MAY 101, 2022 - - - - —- S�NIT�4RY ME,45UREMENTS REVISION DATE A 8 FINAL SURVEY ALIeS n8, ?0�? ST 501 181 DB 531 22.51 N LPI 481 33' m g LP2 62,5' 301 0 0 0 m 40 0 20 40 80 120 5ccile: 1" = 40' a JOB NO. 2021-0057 DW6, 2003_0313_0005_2021_0087_fs I OF I GENERAL REQUIREMENTS: SITE LAYOUT NOTES: - ;'Sdr "�-�'� _"�"�"'.'"' '#' \ ''^"!` IP^d >• LOT COVERAGE - ELEVATIONS REFERENCE NAVD Ici88 �,w;►* � "`�# _ .��e"Y ;a ;1,a Y� ,C,� \���•� ""if ��;�""?;;� I. The installer must hold a current Li uid Waste License ursuant to I/A OWTS INSTALLATION STANDARDS: _ _-�' (. THIS IS AN ARCHITECTS SITE PLAN d IS " ''" - - - - - �...«. .dam ',•,- �f' , b �,�,. .e ,.•�+' "���- �� Suffolk Count Code Chapter 563 Article VII (Septic, Industry "d ` n +✓* County p ( p ySUBJECT TO VERIFICATION BY A LICENSED I. Install I/A oWTS tanks or-cording to manufacturer's recommendations SUFFOLK COUNTY TAX LOT NO. IDOO-113-07-1x.34 ALL OF THE FOLLOWING LOTS WITHIN 1501 " ` �"' . , . +„ �' '"' ,se► Businesses) through the Suffolk County Department of Labor, Licensing gSURVEYOR. THE INFORMATION ," ._ 1�` ,!'�►. +°' r . and Consumer Affairs,pursuant to Suffolk County Code §563-79The while conforming with these standard. All applicable recommendations INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(I/A OWTS) LEAGHIN6 POOLS(2) 1. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 GPD(5 BEDROOMS). 1. MINIMUM LEAGHINS SYSTEM FOR A 5 BEDROOM HOUSE IS 400 FN SIDEWALL LEAGHIN6 AREA. PROPOSED NORWECO'SINCOLAIR BIO-KINETIC WASTEWATER TREATMENT SYSTEM MODEL (2)VO x 8'EFFECTIVE DEPTH LEAGHIN6 POOLS PROVIDE 400 FTS LEAGHIN6 AREA TNT-500"PROVIDES 600 GPD TREATMENT CAPACITY. (U a'm x 8'EFFECTIVE DEPTH LEAGHIN6 POOL PROPOSED FOR 50%EXPANSION `• 2. INSTALL ALL COMPONENTS AS PER MANU.SPECS. 3. A 10'MIN.DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). BE MAINTAINED,OR 5'MIN.DISTANCE IF BUILDING IS UPON A SLAB. 3• ALL QRS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 4. f!5'MIN.DISTANCE BETWEEN THE I/A OW75 AND DIST.BOX SHALL BE MAINTAINED. 4. A 10'MIN.DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINES SHALL BE MAINTAINED. S. AN V MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC TANK SHALL BE MAINTAINED. PROP.(5)BEDROOM DWELLING PROVIDE NEW NORWEGO SINOULAIR SECONDARY SAFETY BIO-KINETIC WASTEWATER F.F.EL=46.1' COVERS BENEATH EACH--\\ SYSTEM PRIMARY COVER(TYPJ� MODEL TNT-500 POLYLOK 20"D-BOX H/SECURITY GRATE(BAFFLE REOV IF INLET w z z G.o AVG.GRADE EL = 44.1' `' " "' '� T PITCH EXCEEDS�°PER FOOT) 5%MAXIMUM SLOPE q e� G.O. MIN.4"DIA. I'MIN. i I'MIN. A SDR 35 PVG 2.5'MAX. '" �^ a 2'MAX. Q 4„ OR.EQUIV. p� MIN.4"DIA. ` MIN.4"DIA. �T _ SDR 35 PVG OR z SDR 35 P/G OR MIP.PITCH ':I a - -�—, I ¢1� EQUIVALENT T - ---- -- - x: EQUIVALENT -- ---- >x MIN.PITCH ".I' MIN.PITCH I' FLAW LINE `� (PROVIDE END GAP - TYPE LEVELING NEW BASEMENT DEVICES AT OUTLETS) LEAGHIN6 POOL PROVIDE 12"THK. (MIN)BED OF SAND OR PEA w W tL GRAVEL BENEATH DISTRIBUTION BOX lu ULu I REPLACE EXIST.501L . , H/3'GLEAN SAND _ 0 COLLAR SURROUNDING U L.P WHERE EXIST.SAND C„) -� d GRAVEL(SP/SW) � LAYER NOT PRESENT AS-BUILT I/A OWTS IDETA I L SCALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG - SUITABLE COVER END PLUG W Q --- SEWER PIPE Q I 45' ELBOWS 30' ELBOW I I 45' ELBOWgp• yYE z ALTERNATE "A" ALTERNATE "B" Z CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC o Iz I IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE Lu 1� AIN ELECTRICAL NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. J CLEAN-OUT (C.O.) DETAIL PANEL AT DWELL I NO m SCALE: NTS 3 MAIN BREAKER ® ® W W OW ® ® ® 0z tir CNI WHIN ~ N 411F narvm 0 4 SERVICE PRO-WOS SERVICE PRO OK ON ON ON I/ON VON VON ® 12:42 PIM ® `� 1s u 8 OFF OFF OFF p [� www SERVICEPROM. COM DOFF OrOFF DU F NORWAU(.OHIO-U SA •�A"�"'r�„ � Oy,_ ONTROL AERATOR PUMPt 1F '+r� BREAKE BREAKER BREAKER ' �J' d�� A OLLI!scli PUMP 4!� ,,`T. � .,,!a .1L TEST ® lL /.. .• k RESET /\�a�•'�'c-'c..i+:i:�M;' -(� �`��\yy// CONTROL I AERATOR c JB 0 DED1 GATED 20 AMP POWER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 PROJECT: / �BREAKERS� RELAY AUX AC/DC AUX CON WL PUMP Au T_ AURMs COMM 1 zN. D. BREAKERS REUY S 1 NC LE-PHASE POWER FL°ATG -- INCOMING PUMP AERATOR ON/OFF ALARM OVERRIDE CIRCUIT BREAKER LIN G Pt N G A7 N G 1 2 3 4 5 6 1 11 ROYALTON ROW £8 S3 £3 E3 £3 £3 E3 £3 Sd b3 £3 E3 P3 £3 E3 INCOMING Puny AERA Owo,'L1 N G Pt N G At N G 1 2 LOT 5 ® POWER ® FLOATS ® SERMCE PROD /1 Q4� BY NORWECO,INC.NORWALK,OHIO U.S.A. SUFFOLK COUNTY HEALTH DEPART"ENT APPROVAL I � � COX NECK ROAD H.S. REFERENCE NO.: R-2 I SOS I 5 MATTITUCK, NY 11952 WASP SERIES CONTROLS DRAWING TITLE: ELECTRICAL SERVICE TO _ NORWECO SERVICE PRO AS-BUILT I/A OWTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS M = M = CONTROL CENTER 8 WIRING DIAGRAM NOTE 115 VAC HIGH HEAD SINGULAIR® ON/OFF HIGH WATER ALARM TIMER OVERRIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORWEGO SERVICE PRO WASP CONTROL CENTER. SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MANUFACTURER. INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER 4 ENSURE INSTALLATION IS IN Pm AVFI& AvIIIIIIIi, 0 GENERAL NOTES: -- COMPLIANCE W/ALL MANUFACTURER SPECIFICATIONS, NATIONAL PART NUMBER` _ ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. Q1 A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED u s norweca UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. AND ---------- FOREIGN JM_M_ PATENTS ^^` (2) INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. PENDING SERVICE PRO JMM WASP SERIES WIRING DIAGRAM 09-15-2015 D THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. o _ NTS DATE: 11/30/21 2 O F 2 Z' PC-5-7719 NORWECO SERVICE PRO WASP CONTROL CENTER I$ V41 R I NO D I AORAM SCALE: NTS r4Generated by REScheck-Web Software Compliance certificate Project Royalton Row Lot 5 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,548 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number Construction Site: Owner/Agent: Designer/Contractor: Cox Neck Road Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516) 214-0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: 19.3%Better Than Code Maximum UA: 648 Your UA: 523 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. Envelope Assemblies Assembly Gross Area Cavity Cont. U-Factor UA or Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,260 49.0 0.0 0.026 59 Ceiling 1: Cathedral Ceiling 282 0.0 49.0 0.020 6 NORTH Wall:Wood Frame, 16" o.c. 1,245 13.0 14.0 0.037 37 Door:Glass Door(over 50%glazing) 40 0.300 12 SHGC: 0.40 Window:Vinyl Frame 205 0.300 62 SHGC: 0.40 WEST Wall:Wood Frame, 16"D.C. 821 13.0 14.0 0.037 23 Door 1: Solid Door(under 50%glazing) 144 0.300 43 Window 1:Vinyl Frame 65 0.300 19 SHGC: 0.40 SOUTH Wall:Wood Frame, 16" D.C. 1,004 13.0 14.0 0.037 24 Door 2: Glass Door(over 50%glazing) 162 0.300 49 SHGC: 0.40 Window 2:Vinyl Frame 184 0.300 55 SHGC: 0.40 EAST Wall:Wood Frame, 16"o.c. 910 13.0 14.0 0.037 31 Window 3:Vinyl Frame 70 0.300 21 SHGC: 0.40 Project Title: Royalton Row Lot 5 Report date: 04/21/21 Data filename: Page 1 of 2 Gross Area Cavity Cont. Perimeter Floor:All-Wood joist/Truss 2,483 30.0 0.0 0.033 82 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildi been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory uirem is listed in the REScheck Inspection Checklist. Name-Title Signature Date WED AIRC 'tea •, F,r, P SACC 0� y �•r s,M,� �"`� C) Project Title: Royalton Row Lot 5 Report date: 04/21/21 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Intulatioil Rating Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof. 49.00 Ductwork(unconditioned spaces): D. Window 0.30 0.40 Door 0.30 0.40 . . Heating System: Cooling System: Water Heater: Name: Date: Comments 0- 71 Uj L7 APPROVED AS NO ED SITE PLAN HATCH KEY: � DATE: �� G B.P.# PROPOSED BUILDING ADDITION O o J FEE; BY: PROPOSED ACCESSORY STRUCTURE NOTIFY BUILDING DEPARTMENT AT PROPOSED 2ND STORY ` O 765-1802 8 AM TO 4 PM FOR THE -_-J -- ---,-.---._ - - - - -- --_- - -- -------- .0 - FOLLOWING ---- -- - - -- ------- -- ---- >- owING INSPECTIONS: Oa00 •00 PROJECT LOCATION & SCOPE Z 1. FOUNDATION - TWO REQUIRED I O FOR POURED CONCRETE _ _`_ R,�3$opo -- NEN 2 STOR"r ND. Fi�AMED DWELL I NO V-41 Tit ATTf�GHED O�4RA E i SITE PLAN & ZONING DATA 3 2. ROUGH - FRAtg11NG PLUMBING r'`�NI� '�4T105. I Z 3. INSULATION o Q - - - --- --- - '- --- - ------ ---' O 4. FINAL - CONS?RUC�!ON MUST BE COMPLETE r^,c> �J L= 64.63 GENERAL NOTES w J _� R=100.00 J ALL CONSTRUCTION` SHALL MEET THE - ENERGY TABLE _ pp REQUIREMENTS OF THE CODES OF NEW 1 _._ > 00 O YORK STATE. NOT RESPONSiSLE FOR \ sem. __.... .. .._... . ......_...._ STRUCTURAL DESIGN 'HARTS } DESIGN OR CONSTRUCTION ERRORS. ZC� 14G; % ZUNINr'� DA;,4 1 - - -- - - -- ---- ------ - - - e-1 E Z c-I _ IOs00�•00 HOLDOWN, ANCHOR BOLT, O 1000-113-07-Ici.54 Z �- 4 1 STRAPPING, & NAILING DETAILS COMPLY WITH ALL CODES 01= ZONING DISTRICT Z c" YORK STATE & TOWN CODES \ A-G NEW I FASTENING SCHEDULE L'- w co AS REQUIRED AND CONDITIONS OF 1 LOT AREA 0.1 ACRES III y„ \ WETLANDS DISTRICT N NSA FRAMING GRAPHICS o J O 77=7", I ` BEAM CONNECTION PATTERNS - DEG DISTRICT N N/A FIREBLOCKING DETAILS � TEES � � u,1 i�i1_.. � REAR YARD -__ - I I - SUFFOLK COUNTY HD APPROVAL -- --- R-21-0613 PROPOSED FOUNDATI�.)��1 PLAN I c� HABITADLE SPACE PROPOSED =ULjJ U J Ii � I BASEMENT AREA O S.F. 5 OCCUPANCY OR \ A- 02 .00 ; PROPOSED FIRST FLOOR PLAN 1 Q E 1 s FIRS FLOOR AREA 2,058 S.F. w .w USE IS UNLAWFUL WITHOUT CERTIFICATE SECOND FLOOR AREA 1686 S.>=. 1 �- O OF OCCUPANCY 54a SF o r., r, TOTAL BED o G PROPOSED SECOND FLOOR PLAN r ..z i`' ' r A.e I ,, RO M COUNT 4 A- 105.00 - N I r• I O • <� OT - I L G I r<'F RETAIN e : r 0 R M � I A - - : TE • RUNOFF F I - - F 4o OT PURSUANT R L I S A N ARAGE:f r AREA DESG N FOO RINT TO AP I RIPTIO TP I CHAPTER : PROPOSED COVERAGE i 0 OSED EXTERI R V R 0 ELEVATIONS ONS 2 si� �O 1 .0 0 fi�` 622 SF F i'F HoiJSE'� N CODE. I .,.:. �f 2t�5TOR � °`.;'='ri.•``'.r` ` .;•'r.'.i'j' ' r:` 058 51= FOOTPRINT:, ,.�mr��:F�. 1 DRIVEWAY :`<, % . r,•..,,.,r<;_.:.....,,,< TOTAL LOT AREA 31,705.0 S.F. i r I 2 058.0 S.F. I PROPO 1=D BU I DINGI � L b ate' I r .. :. r.<.. 1 - I <r:, .: .<•.,.,;:...�: .:;�yy.�::: �`. `�<:f:r.•�. PROPOSED EXTERIOR ELEVATIONS r. PLUMBER CERT111CATION ROPOSED EARA 22. s. . . o . ON LEAD CONTENT BEFORE I : . r ..... I 1 PORCH PROf• �SED PORCH 8 DECKS 476.0 S.F. CERTIFICATE OF OCCUPANCY I I I; I 127 SF SOLDER USED IN WATER \ �� TOTA 1._ f`.iREA Or ALL STRUCTURES 3156.0 S.F. ,� - - - j-- --- - - --- ---- - -- - - --- -- - - - I SUPF�LYSTEM CANNOT 1 ` MAXIMUM LOT COVERAGE ALLOWED - 20% BUILDING I .00 BUILDING SECTIONS Pi WALKWAY EXCEED 2110 OF 1% LEAD. o li � I I 40' PRINT YARD N 5ETBAGK5 - MAIN BUILDING I e'sA-50 ,®O BUILDING SECTIONS OL UMBIN o0o L,3���° REQUIRED PROPOSED COMPLIES P DESIGN DETAILS r ALL PLU1�E;f3GWASTE &WATER LINES NEED. \ / FkCNIT YARD 40.0 53.4 YES -- TE�TI!�:,BEFORL=C.O�fFRBNG= SIDE YARD Is.o' DESIGN DETAILS------- ---- --- ----- -- - I I I 56.7 YES f- Z L= 83.Q6 OF p P BOTF t 517E YARDS 55.0' 124.Q' YES � � I R=100.00 I r ' III r R�.A Yr�i¢D 50.0' 83.8' I YES N I - - - -- - - - - - - ----- - - - - -- 00 ELE'CTR'gC -- �-� O I .00 PROPOSED STRUCTUR/ L PLAN . -!- -; - - ----! T►F3USS PtACa'aF71A'�z Ftp AL ' j��SP j I I QU,fASO ECpjOQVLIJ �EOUIpro - �JI PLAN - - SCALE: I -0 = 20'-C" SO .00 I PROPOSED STRUCTURAL PLAN o j s ------ PROJECT: DO NOT PROCEED WITH SITE LAYOUT NOTES:_ ! FRAf�'1J^!� UNTIL SURVEY �3Iol�rei- I. THIS IS AN ARCHITECT'S SITE PLAN # IS 4 OF.FOUNf AT{ON LOCATION SUBJECT To VERIFIGAT!oN BY A LICENSED j �� 0 ,00 PROPOSE® STRUCTURI�L PLAN I ROYALTON ROW HAS EEi J APPROVED. Must provide Manuals and ciuctt�rc)rpc INFORMATION _ _ LOT 5 DESIGN A SURVEYOR. T O T O car REPRESENTED ON THIS SITE PLAN 15 TO THr_ D, J and S as per b �e` ��'Ed, ARCHITECT S BEST OF KNOWLEDGE. NYS Energy COBE; 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOV. 17, 2020 AND + I ,00 PLUMBING RISER DIAGRAMS ! PREPARED BY: GAS RISER DIAGRAM I I COX NECK ROAD 1 exterior r rL MATTITUCK NY 11952 installed g`llting PETER A. GROBEN replaced or LAND SURVEYOR repaired P.O. BOX 704 RIDGE, NY 11`161 hall con P.O. rm to Cha ter p TELEPHONE: (651) 84q-4750 - - - - -- ------ __.-... Of a. t - - ----- --- ----------- h �A INC TITLE: � g PROJECT LOCATION E �\ P ON & SCOP \< a SITE PLAN & ZONING DATA \ o. 00, \ x.. ... .. .....` ., ...... AGE. SUEJEGT FROFER Amok Ak 12 w \\ . a . . . � -0 0 1 Ao'%, Ao" 6011 \. <.�., ;,, ''• .;\�..: `. . . DATE: 4/22/21 1 OF J.6 <` i nm .o• s° xe D .ate .\.. .:..\ a \.... . \..` .. ..\ :.. ..a.... .. \... ...`. ... \. .. \.. \ .a I�• N` e a. <.. ....... + ... ..... .... .< ..`.\ .. .: . . \�\ .. ... .\ a. \... < .. .. . ... .i �i 7 .. .\ •z\s•°. .fix:;.:\<: ,_...d .. - :. . .... . .......a g i \, a, i G ` .a .x..0`..1 a a< e +. . .\ ...\ ..> c E• f .t ,r .5 LOG/NTION MAP I SCALE: NTS CARPENTRY WOOD FRAMING MATERIAL 5TANDARDSm.a _ __ __ _ _ __ _ _.___ -__- _ - - --____ ,___--_ _____- ____ __ _-______ _ _ __ _ __- FOUNDATICI� CONCRETE, gNG MASONRY - = _ --- -_ - , -- - - - - _ I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 8'15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE l I. GONTRAGTGRS TO YERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT T �l NOTES 4 5FEr- I F I GAT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPL IES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE A55RE X I A I I O� FRE50RIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING I _ , _ -- I _U3-CON fRAC,TOf�'5 I.N 5L, H A MAN+Lt� TO A55URE THAT THE CONDITIONS OF - - - - - - ._. _-- - .- - -- -- -__-____ - --_-- -= -- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER " _ Q TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPON51BIL17Y TO READ ALL NOTES, „ AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDE5 EQUIVA,_ENT OR I 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING B� AN APPRO`✓ED 8 MIN. FOUNDATION EXPOSURE. I-_- - KIPS (1000 LBS) SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT GR PROCEDURE THE Flit_T 1�ND Stc.OND LOOKS Af�E TAKEN INTO ACCOUNT. BD - I ' - - - I 0 r -- - _- -_-_- . I BASE FLOOD ELEVATION MANU. 5PEG.s - _ - _U --- -_ __ SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THI5 C000MENT BO D K MANUFACTURER'S SPEGIFIGATIONS L11 2. ALL TOOTiN-5 TC E3E:0R CN FIRM, VIRGIN, UNDISTURBED SOIL BFE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO _ _ __ __ _ _ _ _ PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD __ ___ - L ____ _ _- - - W -- - - - -- it -- - - -- GENERAL IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING, STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 FS FORMAT, AS 3. 50!L TO HA tE MlN. E3EAR.iNCa CAPACITY OF (I) TON/SQ. FT., U.O.N. BLDG. BUILDING �I MAX. MAXIMUM . - - - - - - -- -- ---- I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE - - - - -_- -- -- -- - - - -- - - APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BEAM - MEGH. - ----1,MECHANICAL - -- - - - -- - 4. AT FLUSH FRAMING USE IG, GAGE METAL JOISTS HANOER5 BY TECO' OR T -- - -- _ _ _ - - __ _ - _- __ 1 __ __ __ ____ _ _- ary EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE OTED i` ; -- -- ,. FOU,INGS TO i ES: A MIN. OF 4'-O" BELOW GRADE, UNLE=SS BM B.O !BOTTOM OF-- ____ - - _____ .1�_MIN - 'I MINIM 2. ALL CONSTRUCTION SHALL BE PER=FORMED IN A WORKMAN LIKE MANNER. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, _ - --UM ---- - - - 5. WALLS TO BE POURL-D CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. -- - __- _. . _ -_' Q ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING i! 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. i!BOTTOM - I NAVD88 NORTH AMERICAN VERTICAL DATUM OF i�i88 J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE: PLACED AGAINST FOUNDATION WALLS __ _ RULES SPECIFIED IN I.I THROUGH 1.8. B.O.W. - - -- - - -- _-- ---_--_- - -----_ _ J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES UNTIL I TIER O{- FRAMINv IS IN PLACE. _ NYG BG 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I BOTTOM OF WALL __ I, - -- - -- ---- -- H NEW YORK CITY BUILDING CODE AND AUTHORITIES HAVING JURISDICTION. U p N I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, -1, FOCTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5. G.J. I CEILING JOIST O.G. I! ON CENTER 1 O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DBL_ III DOUBLE ;I - _ M15GELLANEOUS FRAMINO GRAPHICS CONTINUOUS E3U I LT-UP C I RDDRS, 5 OR MORE SUPPORTS I I /� (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A i'I REE3LOGK I I` O FOR PLATFORM WOOD FR�iM I Nom/ �- WORk:INO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEGTION PATTERN 50HEDULE ." Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMEBLY REQUIREMENTS: (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) w 11 II a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lu CONNECTION J PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCK I NC UNDER LOAD BEARI NO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES AS FIRE-STOPPIN6. " NON-LOAD 5EARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12' o.C. MAX.3a' LOCATED BP:TWEEN ONE SIXTH AND ONE QUARTER Q THE SPAN LENGTH FROM AN INTERMEDIATE SL'PPOf:T. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (5)ROWS 10d NAILS o 12"O.C. SERVES AS FIRESLOPPIN6. SUBFLOOR - - F THAN ONE TKRD THE TOTAL NUMBER, ARE TO BE O (2)ROWS 1/2" 0 BOLTS a 12"O.G.STAO&ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. j 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J SOLE PLATE G BUILT UP GIRDER P MAX.32° �, j' PLATE SERVE A5 FIRESTOPPINO. —� 5UBFLOOR ! DBL.a ENDS TWO-PIECE SOLE PLATE — P 7V40-FIECE GIRCERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS 1/2" a'BOLTS o Ib"O.G. ti`IFa L .vu: SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. O 1 E _ (2)ROWS 1/2" m BOLTS o 24"O.G. I EACH FIECE, OTHE=RS STAGGERED WITH A DISTANCE L BETWEEN 1/b r 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING I I I I F (2)ROWS 5-5/8"TRU55LOCK SCREWS a 12"O.G. a 1/4 OFA !' � -TI - I O. I6 �C riE� BE,WEEN NAILS IN A HORIZONTAL i OR OF NONCOM-BUSTIBLE FILL. >' ; SCREWED ON lU slvE of MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH L .I � � SIDE w IOd NAILS, TWO NEAR EACH END OF EACH j - r ! Z 16 (2)ROWS 3-3/8"TRUSSLOGK SCREWS• Ib"O.G. OTHERS � � - u I I iI I' I I _ --- � ;' I 'I , ,5CRENED-ON(1) " - J01_ - I I I I I I ' - -8 =-j I I 'I-- _ - I I ' I b. FOR PLATFORM FRAME GONSTRUGTI ON: THE SOLE O H (2)ROWS 5-5180 STRUSS OGK SCREWS• 24 O.C. F^ BETNEENI NAILS� A HORIZONTALLINE. DISTANCE OF 32 I' - - - - II III j AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = SCREWED ON(1)SIDE OF MEMBER I JOISTS SERVE AS FIRESTOPPING. f- - - - THREE-PIECE III 'I I jl ;'I; ( Z s I JOIST I I , al { u l 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q 1 Q MAXIMUM J0115TMDEPTH�d IJ (2) 5'TRU55LOGK SCREWS m 12'o.c. BUILT UP GIRDER MAXI' NAILS vri�i=A S!DDERS ARE TO BE NAILED w/ 20d I 'I I III '- r,I' 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 5CREPED ON BOTH SIDE OF MEMBER — I w/ TWO NEAR EA. END OF EA. 11 } " SERVE AS FIRESTOPPIN6. MATCHED SIZE OF BLOIGKING (2)ROWS 5"TRUSSLOCK SGREW5 a Ib"O.C. 4 1- UNDER NON-LOAD BE AND K P,"'�,E, ttCl_.UDING NTEPMIDIATE JOINTS, AND w/ THE { ,ARING FIfZESTo BLIOCKIN6 ISGREWEv ON sores SIDE OF MEMBER - C*'HER5 STAGGERED w/ A DISTANCE OF NOT MORE q III `: l �jl - f li I I., 3 5. THE HEADER SERVES AS FIRE-STOPPING. J PARTITIONS ® 3.. O.G. STUD (2)ROWS 5 TRUSSLOCK 5GREW5 a 24'O.G. BETWEEN 1/6 J00 L SGREWEv ON BOTH SIDE of MEMBER a v4 of A T�:�N 32'' L ETWEEN NAILS IN A HORIZONTAL LINE. { III DOUBLE PLATE I I a - III 0j Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > R' O F'O!JR-G'IE`�..� GID=i�S ARE TO BE A55EMLED AS � I i; I I ,III I ! BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: I STRINGER TO SERVE AS FIRESTOPPING. e-I GANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTER ON S1, 4Gb�W, ,-NND NAILED w/ 2Od NAILS AS SPECIFIED p J 7 CR THE TRT_--E LEGE GIRDER. ` - I � � O PLAN LCONNNEECTION USE 'E WHEN 10' OR LARGER OR SMALLER �' a - j I, 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GADLE ENDWALL - - _ _ -II, I. �/ P II,I FRAMIN6 SHALL BE FIRE5TOPPED AT THE BOTTOM WITH Q Z ri STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE / �,rtc:4'O _h G_ 210 _ . . 'I { APPROXIMATELY I-INGH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDE9 P Gii} DE^. ^r E TO B1= SECURELY ANCHORED TO - I' I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J N SOLE PLATE 2"x4" CONTINUOUS GABLE END t/';NSONI°;Y Fi-R5, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM Or- TRUSS F LL W C� SUBFLOOR TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRACE 0 6' O.G. T7,011-TED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I` If) 'JOIST 2) 10d NAILS TRUSS OR _ ___ LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r"I J O /� _ PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA I L= I NO PATTERNS FOR SIDE L=OADED E5EI""/ `�5 (I PUSH SEA 5) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WALL SERVE 10) 8d L./ \ I -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. W NAILS _ FIRE- FIRE- WOOD FIRESTOPPINO FIRESTOPPIN6 STOPPING FIRE- FIRE- ~ ti FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING sroPPIN6 50� W MULTIPLE-PIECE MEMBERS F_ JOIST * 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' _ J ' - - - -�� VERTICALc'' J BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 Rows Ibd 5 ROWS 16d 2 ROye • 2 ROw5A" 2 ROWS X, W/(4) IOd NAILS COMMON COMMON BOLTS•24" BOLTS BOLTS U O 12"O.G.0 • 12"O.C. O.G.STA56E-REt� O 12"O.G. •6"O.G. COVERINO 15 APPLIED e STUD Y 5UM BOARD 20 ga.STRAP TWO ROWS 12"O.C.. THREE ROWS 12"O.G. JOISTS 6 P TO UNDER5IDE OF Q ,. `.•..,,.. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DO UB PLATE' * (10) 5d NAILS BEAM SELECTION w/ STD. NAILING 5d COOLER NAILS m 10" O.G. AS NOTED IN NOTES 7 4 8 s NOTE: ENDWALL STUDS NONCOMBUSTIBLE ALTERNATE J015T SHALL BE LOCA T ED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRSTOPPING LOCATION VER STUDS, UNLESS TOP PLATE 15 4" m EDGE/12"m FIELD FULLY BLOCKED _ _ �� SOLE OF 61RDER DESIGNED TO CARRY THE LOAD SCREWS#b - IY4"TYPE W FU 5 I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDOE5 WOOD FIRESTOPPIN45 FIRESTOPPIN6 ` 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA.&0_R.EC 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 WA5HER5 UNDER HEAD AND NUT. OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". _ aT 2"SPACE NOT ATTACHMENT ® \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. 111 TO BE FILLED 0 NONCOMBUSTIBLE FIRESTOPPING FIRESTOPPINO APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO ID OF THE MEMBER. BOTH SIDE 6.VALUE5 FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.C.NAIL SPACING. LOCATION 7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: !L 5TRAPPINO w/ 'T.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12"OR I FIRESTOPPIN6 \\ 4 5d NAILS LOCATION 9 a EA.END® R.R. 8.5 ROW5 OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14",16"t IB". LOCATION 8 LOCATION 10 FULL WIDTH —�- - 2"x BLOGKIN z i1 CONS RU�Ti ON DETAILS KNE-,) LOAD PAT# CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF --' I DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSEGTION DETAIL EX15T.ORNEw j R.R.BELOW NEW R.R.SET UPPER TOP PLATE LAPS 4 OL >ONTINUOU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW a Ex. R.R.A.5 SH --- OWN -- � I KING STUDS-- , I D5 PLAN VIEW 1 I I I I NOTE: SIMILAR® 'SHED' WOOD JOIST WOOD JO I5 ROOF,R.R. IN LINE GRI PPLE STUD_____ _ I • • BLOGKINO - JOIST HANGER HEADER GENERAL RE OU I REMENT5 FOR GENERAL REaU I REMENTS FOR - - - - ' ' Lu N57ALLA71 ON OF GL I NGHED NAILS INSTALLATION OF TOE:-NAILS O I RDER/HEADER JAGK STUDS ° -MAIN MEMBER OOD OI RDER WOOD JOIST -- W. 10 -b. Q L1.1 J0157 FRAM I NO OVER WOOD OI RDER JO 1ST FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER GONNEGTI ON I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 30° w/ THE MAIN MEMBER d STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, ®����®� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER ROW A MIN. OF (5) NAIL DIAM.'s AT A cl ANG:LE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL - - - - L DESIGN RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL •,• BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD ---- - --------- — -- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 50TTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR -- COX NECK ROAD DOUBLE .JOIST DOUDLE JOIST TOP PLATE MATTITUCK, NY 11952 - --- -- GHIM. GHASE 5EGURINO © 57D. SIDE: WALL - I DRAWING TITLE: ____ WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD GONNE:GTION w/ STUDS TO ATTIC, FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) TOP PLATE ® o m WINDS STANT CONSTRUCT ON CONNECTORS PAGE: GHIM. CHASE WALL d QIF m _ - Afl 0 - GONNEGTION LOCATION: PART NUMEER: NOTES` -- -------- - II o G—O " Ill 0 R I DOE-TO-RAFTERS G520 g 21" APPLY TO EACH PAIR OF RAFTERS I r Q3 U.1 II u ® RAFTER-TO-WALL H7 APPLY TOEACHRAFTER-- - - -- DATE: 4/22/21 4 OF 16 azo a� z ROOF o o a RAFTER-TO-F'LATE H8 or H2.5 APPLY TO EAGH RAFTER REO'D BLOCKING Ll r---T ! II - - --- - - - - - s z PLAT`S I O-BALL STUD G520 ® I 8 APPLY TO EACH WALL STUD J TO ®L AN LEVEL ABOVE lu Niu ^ ii THE FIRST FL. ® z w K 2ND. FLOOR V41AL L-TO-IST. FLOOR WALL LFTA or G520 @ 56 APPLY TO EACH WALL STUD " ` ° • o ���' � � APPLY TO EAGH JAGK STUD FLOOR/GLG 1�EAD�r- ! O-JACK STUD 6520 ® I2 �- GRIPPLE STUD- 1 O-HEADER H5 APPLY TO EACH GRIPPLE STUD , SHEAR WALL HOLDDOWN ANGH - 55TE16 - - {-- - --.---- ---- --- - --------- -- -- - APPLY TO EACH 51 DEWALL END OR - - - - -- 0.374 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ! p ®F 6�' tidy® SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) - - -- USE THE FOLLOKNO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTU2E'5 REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL I 1505 I : EX15TINO TO BE DE:MOLI5HED NEW PARTIAL HEIGHT •',%. :, . WOOD FRAME (L.6. STL. i , W EX15TINO TO REMAIN ►^THEN APPLIGABLE) J �--�---j NEW FOUNDATION WALL — NEW WOOD FRAME (L.6. STL. WHEN APPLIG/eLE) MIN. 2 2"x4' 5TRUGTURAL - R FIRE RATED J NEW I HEl WOOD FRAME (L.G. STL. POST FOR 4" WALLS ' J WHEN APPLICABLE) (MIN. (2) 2"x95" STRUCTURAL P05T FOR b" WALLS), U.O.N. ry NEW 2-HR FIRE RATED v m d WOOD FRAME (L.G. 5TL. d WHEN APPLIGABLE) >- d Z O Z FOUNDATION PLAN NOTES Q O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEW MEGH. ROOM: i - - - - - J 00 1 2) 2"x95" P.T. SILL PLA'fE5 w/COPPER TERMITE SHIELD ----- j � O ( II I. NEW FURNACE (RHEEM PRESTIAGE SERIES 4 -'��" .. d SILL SEAL TON)4 RHEEM GAS WATER HEATER TO THIS • ANCHOR BOLTS AS PER PAGE 6-003 LOCATIONZ 0) • P. CONIC. W FOUND. ALL AS PER DETAIL UPON - -- -- '- e • P. GONG. FOOTING AS f'ER DETAIL 2.INSTALL AS PER MANU. SPEC.s J r ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.F.A.I. THROUGH WALL O RI P. GONG. 4 • 4.FLUE THROUGH NO. FR. CHASE ,- 1 i �� RISER WALL m .4 Z >- �. • B.O. FOOTING 3'-0" BELOW GRADE MIN. 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF in 4'-II" 5'-3y2" Q Q Z Tq • I/2" EXPANSION JOINT GD PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 APPLICABLE) b.MAINTAIN ALL APPLICABLE VENTING MASONRY -J N • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NYS MG 9504. PATIO ABOVE d3 W (� STOOPS (WHEN APPLICABLE) -1. DISCONNECT,REROUTE, $ RECONNECT • MA50N TO ACCOUNT FOR FINISH 5TONE ON 'THIN SET EQUIPMENT TO EXISTING PIPING A5 REO'D �I FOR HEIGHT OF WALL d: SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: cv • • 2 _ 0 Q I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY (� m 25'_3, i A-40I N J O "DUROGK" (OR EQUAL) Q HOLDOWN: 2. FOR WD. FR. CLO. AND/OR WALL5 - PROVIDE (1) Q ry COMPACT W HOEDOWN 'B' AS PER PAGE 6-003 LAYER OF 5/95" TYPE "X" GYP. BD. UL U305 (OMIT ON "I I BACKFILL IN b" -b'-4 z - GONG. WALLS) I 5 LIFTS;PROVIDE Y2 6 4y2 Q HOEDOWN: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 3" GONG. SLAB 12 2B HOEDOWN 'D' AS PER PAEiE 6-003 W/ STONE FINISH SPEC.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE Q --1-- ui - 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE TYP. STL. COL.: 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE �p V O SEE NOTED DETAIL AS PER PLAN FRESH AIR INTAKE FROM EXTERIOR + 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL EMERGENCY SHUT OFF 5WITGH �' Q 24"x24"xl2" DEEP P. CON(,. PAD FOOTING 7. FOR 6A5 SERVICE, PROVIDE OAS SHUT OFF 5WITGH 4� 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER AS PER NOTED DETAIL (TYP) CLEARANCES AS PER CODE • gB 9. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING - SANITARY SYSTEM AS PER NYS PLUMBING CODE 42"x42"x195" DEEP P. GONG. PAD FOOTING : 24'-10" - -AS PER NOTED DETAIL (T(P) 4B FREEZE PROOF HOSE BIB: � I 1 12 FASTENED w/MASONRY ANCHORS (PREGI5E I LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) _ - -- - - -- - O24"x12" DEEP P. GONG. CONTINUOUS FOOTING ry AS PER NOTED DETAIL (TYP.) JOIST HANGERS (WOOD FLU5H/UP5ET BEAM): 13 PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH 14 F.J. (U.O.N•) PER MANUFACTURER SPECIFICATIONS I j 4" THK. P. GONG. SLAB w/b"x95"-10/10 W.W.M. I 6 AS PER :DETAIL - BASEMENT , O' REINFORCEMENT i UNFINISHED ;o - 4" THK. UN-REINFORCED F. GONG. SLAB O FLOOR DRAIN: UNHEATED 6B 03 bB 14 EXTERIOR 3" GUARDED FLOOR DRAIN w/ 3 TRAP 1,901.0 S.F. -- --- GLIDING BASEMENT WINDOW NAVIEN WATER HEATER MODEL NPE-SERIES 15 (OR EQUAL) O PROVIDE (2) L'15"x11.8-I5" S.P. 2.0E LVL HDR, PLUSH w/F.J.; "• _ ATTACH I-JO15T TO HDR w/SIMP50N IU52.56/1.9595 HANGERS I I I RHEEM 115,000 BTU OAS FURNACE FIRE O FIXE 0RATED 5 RDOOR: GLO5ING STEEL DR. Ib MODEL#W95TCI151524MSA (OR EGtUAL SINGLE'. SPAN 5TRUGTURAL MEMBER: 17 ELECTRICAL METER: ry ry J ( { O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O REMOVE 4 RESET EXIST. ELEG. METER AS PER __. 10 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY NYS MECH. CODE, b UTILITY CO. STANDARDS ! j ABOVE INDICATED P05TEi. ELECTRICAL PANEL: ---M L• PROVIDE 4" j 10 BEAM POCKET (TYP.) IS NEW ELECTRICAL PANEL LOCATION;ALL O INSTALLATION AS PER NY5 ELECTRICAL CODE I FOR A/C AB V 1 (I6) RI ® 31.6" UP 8 3y2 8 3y2 a 3y2' 8 3�2" k-3'-6"—�I CONDENSER 14) Tr 6 310 GAS METER: 19 REMOVE d RESET EXIST. OAS METER REGULATOR/VENT = AS PER NYS MECH. CODE, FUEL OAS CODE, 4 UTILITY CO. A-30 ' STANDARDS. 6A5 METER SHALL BE POSITIONED ® GRADE I �rr---- - 2 ( I O SOIL BEARING CAPACITY NOTE: z E5I6N OF FOOTINGS ASSUMES A I 1 Z I I ui STRUCTURAL D SOIL BEARING CAPACITY OF 1.5 TON5/5.F. EGRESS j WINDOW U I I w/ WINDIEOL I ;--L-- — - - --,- - -----I- - -t -- ----i-- - -- — • i I 4 p j ( � ' A-401 - f ----- - - -- --- —- -- 14 FIRST. -- - -I � •.. � � cc 04 F a d -- --- - VENT I6 5 - - PROJECT: I o I 15:_5y2: A' ROW\A� O MECH. ROOM 6B I I I R OYA LTO �! 1 \O V Y 12'-4" - 1 ELEG. PANEL �` LOT S DESIGN A N O RKH m p m w.H. � � - - - - •. I COX NECK ROAD • • COMPACT • - •' '. �. � ..- ` .. ` • Y 11952 BACKFILL IN b" -- - - - - - _ LIFTS;PROVIDE I f - - - - Q 3' GONG. SLAB MASONRY PATIO ABOVE W/STONE FINISH DRAWING TITLE: 14 PROPOSED FOUNDATION PLAN ZI A-401 O m �p - Q PAGE: b" P. GONG. Q RISER WALL m Q 4 A— �■ ry v ° o(o) Q DATE: 4/22/21 5 OF 16 211 P, PROPOSED FOUNDATION PLAN 2,012 S.F. GROSS ARE SCALE: I/4" _ �'-o" w � �,/ NATURAL LIGHT $ VENTILATION (5E II EfRAL �� 0 I (HABITABLE SPACE) f1. 6'-4y2" Q NEW PARTIAL HEIGHT FLOOR AREA 284 S.F. EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. m 0 ���I w REG2. S.F. PROV. a m �p LL1 WHEN APPLICABLE) EXISTING TO REMAIN I Q . � NEW FOUNDATION WALL LIGHTING;MIN. 8% I Q OF FLOOR AREA 22•'7 S.F. -72.0 S.F. NEW WOOD FRAME (L.G. ,.,�;: n „� .- „ ;, , _ ' 5TL. WHEN APPL I CABLE) is'';, "' VENTILATION;MIN. I 2 28 4% OF FLOOR AREA 11.4 S.F. 15.0 S.F. MIN. (2) 2"x4" STRUCTURAL - - 0 POST FOR 4 WALLS ',' - _ --- -- ---- -- - -'..--------- - -- - --- --- --- T-- -- , I- -{ NEW I-HR FIRE RATED � I I J F--i WOOD FRAME (L.G. 5TL. I I'-2" WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL 17'_a I--- POST FOR b" WALLS), U.O.N. 2'-I" 3'-O" 6'-I" 4'-5y2" -8'-��" 2'-3y2" 6'-O" 2'-3y2" 2'-lOy2" 3'-jy2" 12'-O" 2'-7y2" R: NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 5TL. _ a WHEN APPLICABLE:) O �' - -_. 01 FLOOR PLAN NOTES --= F_--- - NEW LAUNDRY ROOM: O DOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLED 5 I. NEW WASH / DRY HOOK UP Y I G G e w f'I OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). O 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s �� c `9 -- I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO S PER MANU. I J OUT ON PLANS BY 'THERMA fRU' (OR EQUAL). > I' 0 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s Q m P 6 3. PROVIDE (2) 2"x8" HDR., U.C.N. DRYER EXHAUST NOTE: Q � r ------- ---- -- - - - - --- Y TA 0 4.5EE PAGE 5-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR --- --- -- -__ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY I I'-by2" , OPENINGS ¢ _ G 4 --- -- Q Z vi OSTAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 4-p �N m H 4 LL W d MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN b 2. 42" HIGH GUARDRAIL b SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - ________ .. m Lo NOT TO ALLOW PASSAGE OF A 4 0 SPHERE; _ O3 _, BEDROOM #I „ O ~ N Loo ' CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM �__ _ -_-__ _- _ 0 36" HIGH HANDRAIL d SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO r r 02 DINING ROOM 4 c" J TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED cV 25'-O" _- i 284.7 S.F. 18-6 ----------- - 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. 131.b S.F. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID W WOOD FRAME STAIR: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.RAILINGS SHALL BE WOOD OR PVC. 501 V 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER = W CLOSED P. GONr-, STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE 2B I. TYP. 42" RAIL A5 NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ 3 v in = J 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° O Q 0 .-J FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT AS REG'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. • ul Q COATING „ 5M/CO 3.SEE FOUND. PLAN +€ DETAIL NEW FLUE: !L SMOKE DETECTOR / GO DI=TECTO R NOTES: 6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O3O EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 1/2" GDX PLYWOOD b GREAT ROOM SIDING AS NOTED - "CHASE 10' SECURING ® 5TD, SIDE WAGE ALL" ON P 0-004. 2 GAR 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2,PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR = = GARAGE - WALK-IN GL. II 444.4 S.F. 2.INSTALL ALL AS PER MANU75PEC.'s ".. IN COMPLIANCE WITH LOCAL. GORE -EQUAL) AT ALL PENTRATIONS AT c, O 511.0 S .F. Q 51.2 S.F. I 0 C) - FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM �n E 814, ASTM E 84, AND UL 14-7x. n WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-O" MIN. ABOVE ANY ry 05 -4'-O" 5'-O„ O I. ALL NEW WINDOWS 6 DOOR'S SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". 4 400 SERIES CASEMENT, DOUBLEHUNG,OR GLIDING - � I (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE O p 4'-0" 6'-�" I KITCHEN B SUBSTITUTIONS,SEE NOTE #a IN GLAS5 WINDOWS 7 VENTILATION 15 NOT MET BY MEANS OF NATURAL 7�Irc c� ar Oji AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO _ j I 282.5 S.F. WINDOWS - ALL GSMNT WNG'W5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION required c 5 per O (I6) RI t7.6 O STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPE05 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE O M Code I (14) Tr ® tl0 UP TILT WASH N m cV 3.ALL GLAZING WITHIN IS' OF FF TO BE TEMP. GL. O NEW ATTIC AGGESS - PULL DOWN STAIR: 1 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND I. MIN. 350 # CAPACITY A-3o TO FIT MECH. EQUIP. THROUGH OPENING IN. 2.SIZE (M WINDOWS TYP. FOR ALL U.O.N. -- ( ) 2 A 22"X50,9 3 EGRE55 NOTE: 3.0.'15 HR FIRE RATED ITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING 0 4 IN COMPLIANCE W i AS PER MANU. SPEC.s • D/YJ S. INSTALL _ __ -, I GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF I EGRE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS r . �` 5M/GO B - "` --- - NET CLEAR OPENIN&........... 5.71 S.F. ��' NET CLEAR HEIGHT............... 24" MINIMUM O 8" SQUARE STRUCTURAL PERMAGA5T COLUMN I f �4� D �4� D 2 (-� O6 DN 44'-8" n NET CLEAR WIDTH................. 20' MINIMUM N - _ of TYPICAL PLUMBING/HVAC, SHAFT: - _ 10 PRECISE LOCATION b SIZE TO BE DETERMINED IN FIELD O m i _ p b HALLWAY REF. �---- -- RHEEM 4 TON AIR CONDENSER MODEL NO. ZJ -L� I f--- i II RA1648AJINA (OR EQUAL) Q- 13'-8" 14'-6y2" 4 r Q p-r in PARLOR CK) N O - I � 142.3 S.F. I— T O p Z POWDER I ! - O I I ¢ I ROOM , O1 _ PANTRY s G� 42.0 5.F.' I -4" 0 34.7 S.F. _ 2 r it 6 1 m < 4 in � G G � � ;r 3'-4" ---d'-3"-- k a'-u 4'-6 -6" - - - y2„ y2" 2 6' O" 2 6" 1f' by2" 5 a a' II 17'-3" - -n'-2" u'-o" 2o'-2y2" q'--7" PROJECT: o _ ROYALTON ROVE/ m m LOT 5 DESIGN A I -------------------------- ----------------------- - ------ - 2 2B '"' - -• ""�-'"-"'""-'""'" ' ' '_" "" � ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PLR MANU. SPCG.'�. �-�C:� PA.vE" "G-C:G�` f"GR NAILING � - X NECK ROAD I:oCJR SGHEI�ULE STRAPPING DETAILS. MATTITUCK, NY 11952 if _I MATERIAL II ` WINDOW CHAR I T ... DRAWING TITLE: EGRE55 1(<(631 R000H OFENINC-3 WINDGW DIM_=NSION OPENINGTAG DESCRIPTION DOOR GUANTITY NOTES TYPE MODEL # CLEAR I TAG I W1PTH REOV: 20" PROPOSED FIRST FLOOR PLAN { 1 HEIGHT REQ'D:24" HE O �! WIDTH HEIGHT WIDTH IGHT _ OP)=N REO-P: 5.-7 S.F. _ -... .. �... . . _._.._. ..... i_.. - _. . ' O tl 2 5 " O 2'-l0 q-4 :2'-10"1 - A DOUBLE HUNG 5 EXTERIOR 15-o WDH24410 __ 11 „ I II DOUBLE HUNG III WDH2 32 Ij :2'-b �; - � - � - � I G _ I DOUBLE HUNG WDH210410 I ✓'-O 1" I 5'-O 1 " 2'-II g" 5'-0 j " EGRE55, PAGE: I 01 DOUBLE 3-O X7-O 2 • • (2) FIRST FL. „ ! %= = -_ (2) TEMPERED 02 SLIDER 12-O X7-O I • _ DOUBLE HUNG WDH21056 V-0 5.,.8 - 2'-I I 5 8 EGRE55 Al Ott -- _10 - „ - I 1 (1) BASEMENT SINGLE 3-O X7-o 3 WPW310310 j 5'-11 " 4'-o J" 3'-II a" 4'-O g" TEMPERED ■ If I 03 (I) FIRST FL. II E PICTURE , , I • ) FL. (I SEG I F TRANSOM I WTR21021 3'-O " 2'-3 „ 2' II " 2'-3 " Hl FIR57 FLOOR PLAN . ,. I i -- ' FROPOSE DATE: 4/22/121 5'-7 : I/4" = I'-o" / / 6 OF 16 - WPW56410 5,_7 „ 5._0 5-O (( I 0.75-HR FIRE II 2,0�.�8 S.F.5H31 TSL S�' G ; 2,C P�O �.�-S.F. C� 'OSSR - I__-_.__.___.. __...._ ..-l_-_.- _..:.___ it � - RATED II 04 SINGLE 3-O X7-O _ I " 4 µ W • !I H TRANSOM 1 _ ._._ _ -_..w...,"_.. - WTR56111 5'-7 j„ 2,_I „ 5'-7 � 2,-I DOUBLE HUNG '� WDH34410 I � 5'-6 1" 5,-Og" 3'-5 �,, 51_0 ill EGRESS -� INTERIOR S I D E 3'-O X7 O 4 • 05 N L j (2) FIRST FL. (2) SEG. FL. J PICTURE WPW410410 4'-11 " �'_D " 4'-I 5'-O TEMPERED D A E -J" - Ob ---- SINGLE j 2-8 X-1 O I • (1) FIRST FL. - -- t s I -III K DOUBLE HUNG WDH38410 Ii 5'-101" 5"O i .�-q J5�_O ��� TEMPERED ,r'-,. .•\ . ,s�;'6 � ---- - - ' -- - 1;-- -- - = � (3) SEGS FEL. �- WTR21015 5,-0 1'-'7 2-'-I I ••�� � ' ; 07 SINGLE , 2-6 ?C-i-O • � (1) FIRST FL. Ii-,• � � L TRANSOM 08 SINGLE 2'-4".X7'-O" I • - - - ' -- - -- - -- -=1 - - __- --- -- DOUBLE HUNG NDH24310 V-6 4'-0 „ 2'-F, g" 4'-o (I) SEG. FL. 1�( OUB , I I Oq DOUBLE 2'-O"X7i-O" (2) SEG. FL. - N DOUBLE HUNG WDH21042 3'-O " 4'-4 2'-II `" 4'-4 8" a ,`® H- -- (1) FIRST FL. - I I -.__..{ F - - 2 • e 10 POCKET 2'-8"X7'-O" �l 3I'I O I DOUBLE HUNG II WDH28410 2 10 � �-o � � 2-a �" �-o � •x - (U SEG. FL. --- - ( 11 POCKET U = FIRST FL. - - (2) SEG. FL. - -- _ ...._..__"._. I P I '-11 1-4 -3 I TRANSOM FGFW60 5 � a 5'-I I � �' //�� I �,/ �/ NATURAL LIOHT 4 VENTILATION BOEI ERAL I 0 I HABITABLE SPA,EL I - FLOOR AREA 3 S.F. _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. I _ O WHEN APPLICABLE) uj RL-a. S.F. PROV. I m J ' EXISTING TO REMAIN LiOHTINO;i✓IIN. 8r NEW FOUNDATION WALL - - 4r NEW WOOD FRAME (L-G. OF FLOOR ARCA 2' S S.i' '9 O S.F. J Q STL. WHEN APPLICABLE) _ VENTILATION;MIN. 13.2 S.F. 19.0 S.F. MIN. (2) 2"x4" STRUCTURAL ' 4% OF FLOOR AREA _ J � NEW I-HR FIRE RATED F1 ' ' - Hi FRAME i 5TL. POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. - O NEW 2-HR FIRE RATED NATURAL LIGHT $ VENTILATION WOOD FRAME (L.G. 5TL. (HABITABLE SPACE) WHEN APPLICABLE) z Q FLOOR AREA 188 S.F. N --- -- BALCONY O % REQ. S.F. PROV. � �' FLOOR PLAN NOTES LIGHTING;MIN. 8% \` `` GA b Z OF FLOOR AREA 15.0 S.F. 43.2 S.F. DOOR NOTE: NEW LAUNDRY ROOM: 41_011_ 151_211 J O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP VENTILATION;MIN. 'i.5 S.F. 21.6 S.F. BENCH 4 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 4% OF FLOOR AREA 07 i K K 4 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/ 51ZE OF EQUIP. OUT ON PLANS BY 'THERMAT'i (OR EQUAL). 3.PROVIDE HOOK UPS AS REO S PER MANU. 7 E'ATH'ROOM#2 _ �_� - __ `-_ _ ___. Z (� 3 DOOR TYPE To SELECT I I'-2" _.................................._.__. _......_. 126.5 S.F. 4.INSTALL A5 PER MANU SPEG.s :w.w_^'K,, ..w."._ ..:"."....yw...`e...ww.w..«.;..�....w.w_.:,. _-.wwyww.«.vwvn.�.av a-:_"::..,.......mow_.._....5:^:.`:C.^.':^YY."....-"x.�.;.,. 3. PROVIDE (2) 2"x8" HDR.,U.O.N. DRYER EXHAUST NOTE: 71 31_-SII -�I_711 s) p _._.__. _.-....._. - - O 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR -- w- - � --- • -" -, :M - -W- .- - ... DUCT SHALL TERMINATE MIN. 4-O FROM ANY ( _. _TvW_-_W_ Z �"'� ELEMENTS AROUND DOORS (T` P. FOR ALL) U.O.N. 2.D i OPENIN65 1 E b-O VANITY-, A INC NOTE: 3.DUCT SIZE AS PER MANU. _..___..,._._"..-..._ __.._"_..___._._._._......_. _____._____ ___. STAIR 4 R IL E _ LL 2 O ..._.,_....._.........__._._"_...""._..................._ .. :...,._... .....::. .,.._._._."..,._......,..._,..,.,_.,..........._.............,._.._._...�.._......._._.. _...00_x_"___._....... Lu i I. ALL NEW STAIRS SHALL HAVE MAX. -i 3/4 RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 13 lOy2 Lo it T4 CONCEALED W ITHIN A NOT BE , SED DUCTS SHALL ___,"._____....._ d MIN. 10 Tr RISERS SHALL. BE CLOSED 5. TRANSITION D E Lo 2. 42" HIGH GUARDRAIL b SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO __ Q ' 11 DUCT SYSTEM "."._.._.__.__....._ ..".__ __..._.___-_ _ NOT TO ALLOW PASSAGE OFA 4 � SPHERE, CONNECT THE DRYER TO THE EXHAUST D •:. "' - - - _ 36" HIGH HANDRAIL SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO "" '" 1t 8 FEET AND SHALL BE LISTED AND LABELED = 15'-6" 3'-•12" ._. ..".-_ .. ..._. .,w" -- -.-------.-..___..___.____._.._...,_...._-"_._._...~..,_.___..._,_.__-._._.-_.._._..._"-______-_"____.__._._ , TO ALLOW PASSAGE OFA 4 � SPHERE EXCEED �� , IN ACCORDANCE WITH UL 2158A. i N i BEDROOM #2 _ ~~-~~ Li 3. 6RIPPABLE RAIL AS PER CODE 4 I b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID , ;„„O m 331.0 S.F. -� ..._ _.__ ___.....___ _ __ -____._._-___.__ __ �___ _ ___ __ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS GL_ FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST WOOD F I--• ® 1. SEE NOTE ABOVE FOR STAIR 8 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ____.-....._.."_.-_-__._-.._ _._____...-,.._ ....__._._...__ ___.__.__ ._ _.._._.M. _ NATURAL~LT�HT`- ...". ..»..a- .. 2.RAILINGS SHALL BE WOOD OF' PVC. 1^�ALK-IN GL. w..".`.`..`m - Lu SCREWS Oq _ _.........................._..-......-... ....._....._.. _. M.".".,. " .. G r X4.1 S.1. ___..."............".._._-.___ _..O`HABITABLE--:SPAG.E�:-:--�---._��-::�"�v- � •1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CLOSED P. GONG, STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE i r;:::: - �:.,. "~ -_.W._- a _ - _.... m' N - = J 2B 1. TYP. 42 RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ;:•�•-�--•-•�---�••-•---••-^--; � ; 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° _ _ --;'' O- "- _-_-GOO- - - ___ _ _._._.""_._ _..___-__..-..__".......... __..".__, __ __"_"_._.___..~__ _"_.. ". __ nBEDROOMS 2 4 1 _ _..__ .......-__.._...._..__----.__-_..._."_,..._..........._...._-..--_ _ _ FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES II __.""......."""" """_...."".--.___..._...._.__. -_"__ _ -..__ _ __.._._.__ ___ _ .._ __,-.__". -..._ ... 0. -- r _.PR�yV..-.-.. __,_. _"___"_. _.___ Q EXTERIOR GRADE PAINT AS REa'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. O 188,6 S.F. I " - """"°" �" �' "" "`" "- -- �- _..- -_ __ I COATING _."_..__.m. _....-_. 3.SEE FOUND. PLAN 4 DETAIL _....._.__....._........__..... .......... - NEW FLUE. Ii - - h. SMOKE DETECTOR / GO DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO 4 3 „� 1 1 .t7T10. ?, !G- N ,w GL. ,.w - # # HT - INSTALL AS -___,,,.__-- __,_ _".."...__......."..___.._. ._-._-__...._-____._-_". ___ _..._..____-_,..._""....----. iD.07'S.F. tT F:_...._..._............... __.___.._ . ._...__.....___.....___.._.-_..._.. 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT EXTERIOR WALL NL 103 OR UL 103 ) I LL I I I� F 3 _.__.._... _..__._._.._._.......... ....._.-.-..-.._._._..._..............__._..___..._.._... ~4% OF-FLOOR O _ ___._.............~___ -__...._...._....._._._.~. LOOR AREA "............... ..._....-. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ _.__....-..--.._. ....__..__.........................._._.__............... 1/2 CDX PLYWOOD B 51DIN6 AS NOTED - CHASE ...... _. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. • ....... .._.._._. .......�....-.".."..... ......"".....:�._.�m.�.::�_ .�; vvr��: .�, ..:_��-...�,.... _. ...._"..w,._.._v.�..............__.�.__...._.__._.._ _...._..._........_._..:_� ..�......"._-..__._.. �.... � . 2.INSTALL ALL AS PER MANU. 511EC.'5 SECURING ® 57D. 51PE WALL" ON PAGE 6-004. N 5M/GO 1 • �_-"- �. "„ .__ -»� .�.:_---� »»»»„ .,..__.__.. - - __ x _____._ - 2.PROVIDE "ABE5G0 FF200 FR EXPANDING FOAM (OR 1 G M GO 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR m G� 5 / IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO A57M O - 08 O E 814 ASTM E 54 AND UL 1419. mo WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3-O MIN. ABOVE ANY I II I II � ` �xx.Y..�_rc.`..:-�.'�"... mNm�.aw.Nwm�."._�..,.",.....*mem.ixw...w.av"__-wwm.,...f.mm+...-.w».rM. rw.u._.._.."...�"mw..:-..,w".. 5-6 4-lOy2 - _ I bt_511 6-8" _,.._.."....._....._...."......_...._.._............_.-_"... .........._-... ...- _ O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". --- 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING = '_ 07 I = ATTIC -w, .„��"__" (AS NOTED); INSTALL AS PER MANU, SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE �'; ° HATCH 3 ---•-w.� -:_,-x--��-.._� _- ___�_=.-w._�._.: m�-.,-�=�w�-=mo=w,." _." AND DOORS" ON PAGE 0-00:2 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO m cN� VENTILAT ON 15 NOT T BY MEANS OF T GO Q-50 WIBSTpI�TI ALL GSMNT WNDW3 SHALL HAVE 0 5 � OUTDOORISPACES AS�PER NY5 MEGH. CODE SECTION 3'-O 3 --•�--�-»�`- 5'-O"- I5TRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS - A DBL. HUNG WNDWS TO BE 1 2.IF DOUBLE HUNG ALL to I I I 2 _...�. ::...._�- TILT WASH NEW ATTIC ACCESS - PULL DOWN STAIR: 4 O I _"..__._.._.____.__.__-._.... _-_._._._.....-._._ ...___...___...__.__...._._.__.._.._.._.. 3. A 6 AZI ITHIN IB OF FF TO BE TEMP. GL. -7 BATHROOM #3 ----- LL L NG W LAUNDRY/ - b I. MIN. 350 # CAPACITY - I 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O I _ 100.0 S.F. z = CLOSET WINDOWS (TYP. FOR ALL) U.D.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 1EN TO 22"X30") I 11 � 1 Q•6.� S.F.S F. > I in .# 0 BELOW !, EGRESS NOTE: 3.O."!5 HR FIRE RATED - M }� +�, +, I I IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING I 1 � .. _ I CODE SECTION R310.2.I•THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEC.s JG I EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS - 4 4 _ . NET CLEAR OFF-NINO........... 5.-1 M NET CLEAR HEIGHT............... 24 MINIMUM O 8 SaUARE STRUCTURAL PERMAGAST COLUMN NET CLEAR WIDTH................. 20" N'INIMUM z i z cv �. i .. 71 s ( TYPICAL PLUMBING/HVAC SHAFT: �� a� , BEDROOM #4 } €, ,: I z�, _ __ _ __ 1 Ip � '€ i� '•E #� � .v,.w...+wwre,-"- .•,aac�vu.�. �vs--.-a. «»..m..�www.wma«n� .0.. t E! l 250.0 S.F. PRECISE LOCATION 8 SIZE TO BE DETERMINED IN FIELD - O RE RHEEM 4 TON AIR CONDENSER MODEL NO. 4 1 ( i i I I II RA1b48AJINA (OR EQUAL) I ' ! ; c SM/GO ,1• FAMILY ROOM { I 200.5 S.F. P J 4 �+ CE) iii I i� Ii I SS • sE f 1 Z \fV i1 11 `'JSM/GO � is I#I is �' cWc o 1 I qq I ; - - - -- -- pp LU f f - 13f b- ii j , I �1 e t $I 141-�2° i ( to d Q I E Q D 1 [n 4 K I t : I I , PROJECT: O o mm ROYALTON ROW E I Q ' LOT 5 DESIGN A 6'-2y2117'3J/:2 71-`1y2° 191_�r21' - ------ ------------ 15'-3y2" II'-O" 14'-8" -- ---- - -- - ------ _.-- ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEI' FACT" "0-003" r'OR NAILING s COX NECK ROAD DOOR 5CHEDULE I STRAPPING DETAILS. MATTITUCK, NY 11952 WINDOW CHART l I MATERIAL DRAWING TITLE: E EGRESS N l - i ROUGH OIJENING WINPIC DIMENSION CLEAR � m PROPOSED SECOND FLOOR PLAN TAG DESCRIPTION DOOR QUANTITY NOTES OPENING 4 } t _j 0 TAG TYPE MODEL # l^11DTH REa'D: 2011 d HEIGHT REa'D:24" I 1 I �L p WIDTH HEIGHT WIDTH HEIGHT" OPEN REaD 5"i S.F. I �I,111 I - - 1_ " - 5.11 EXTERIOR - A j DOUBLE HUNG WDH24410 2 b 5 O .2'-5 b 5'-O � 11 FROFOSF_I7 SEC�O`lI7 FLOOR PLAN -o _... - _2�._ _-_ . _ II 2'-5 I, J1 _. ,,_,. II I. B l Q /� SCALE: 1/4"' 1'-OII „ - - 3-O x-1 (2) FIRST FL. it 1EGRESS, I,l 8C 5.�. HBITJ�LL S�J`•tG�; I,C 8C 5. GROSS , PAGE: 01 DOUBLE - DOUBLE HUNG WDH2432 2 b � � 3'-4 1 �# G DOUBLE HUNG WDH21o410 0 5 0 2'-11 g o --- ! (2) TEMPERED - -_'i SLIDER 12-O X7-O _ ' I I ♦ • I -_ D DOUBLE HUNG WDH21056 i 31_0 �11 5'-E3 2'-1111 5._gII EGRESS a (1) BASEMENT i-03800 '3 1 �It it I �I II 03 SINGLE 3'-O"X7'-O" 3 • (I) FIRST FL. E PICTURE WPW310310 , 0'-Il 4'-G 3-li ; 4'-O TEMPERED I SEG. FL. ' III K 1 I I 1I - I F I TRANSOM WTR21021 5'-0 � 2'-5 Tg 2,-11 INTERIOR - CELLAR - DATE: 4/22/21 7 OF 16 PICTURE WPW56410 i 5'--f � 5'-D - -il 11 t•I II SINGLE - O4 _.. .RATED C 0'15-HR FIRE ,� � ,,, I =11 H TRANSOM WTR5611 I S--I 2 I 5 7 2'-I E INTERIOR - - c DOUBLE HUNG 1 � � g" � , WDH34410 I 3'-b 5'-O " 3'-5 O EGRESS I (2) FIRST FL. - _ 3-O X7-O 4 • O SEG FL 2 J PICTURETEMPERED -- Il � 4 II �., I --- _ .� 05 SINGLE III �^,� Ii I 11 1 II �,� •_ �'� 711 7= Y•s" 4,_ II /1 i I 11 /� 4 ♦ ! (1) FIRST FL. 4/ V „ I, K DOUBLE HUNG jl WDH38410 . 06 SINGLE 2-B XI-O I I 3 10 � 5 O � 3-q �11 5' O �, T'=MP�RED •� f. ��..�`� � r•>� '"`. 07 - SINGLE 2'-b"X7'-011 - 5 • (2) FIRST FL. c i n , tl 1 u u r _ _ (3) SEC. FL. TRANSOM WTR21015 3-0 I -'1 2-1 I I,__7 e I 1 (1) FIRST FL. - - z i •� € 08 51NOLE ! 21-411>01-011 I • I 5EG. FL. - 11 -- - - O �, M DOUBLE HUNG- WDH24310 2'-b �1/ 4'-O �11 2' S �" •?'-G Oji DOUBLE 11 2'-O"X7'-O" 2 O 1; (2) SEG. FL. - - - - - - - - - O WDH21042 V-0 ail 4'-4 '` 2'-I1 11 �r1 �� I � III DOUBLE HUNG 1 v NNI"". - - - - (1) FIRST FL. 10 POCKET 2'-811�1_p11 2 i • ; f (1) 5EG. FL. r O DOUBLE HUNG WDH28410 i 2-10 5'-0 2-W (1) FIRSSECT FL 1 I I POCKET TRANSOM -- FGFW60 51-11 it' 11_4 J" 51-1, 4" 11_3 '66" I I I 11 ELF-VATION NOTES D OROOF I NO: Lu I I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING 51NOLES, COLOR b STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) OROOF I NO: 2 I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR b STYLE TBA (OR EQUAL) OSIDING: RIDGE HEIGHT O I. SEE NOTE ® SECTIONELEV. +30.1' .._,.�... .____ . _.,_._._,.,,, _,.,,,,,,,,,,,,,,,,,,__,,,..,,,,,,._,_,.,_,..,, „ Z E TBA OR EQUAL 2. LAP LAP GEMENT SIDING, COLOR � STYL ( ) „ „. _,,,_,,.,,__._�_..,,,,,,,,,,,,,,,,,,,_,,,,,,_,., _ ._._ _ ...w..www.www..w.w... ww...w....w............w.. _ �ww..ww.. ,,, ., ._.,..,.. RANTY YR. WAR (MIN 50 30 J 15 ._,,.,__..........._....._.._..._.. _ SIDING. _... :,:,:., ., w, ........:.. . ...: .:,,.,,, 4 .,�aww.www..._.. .w....._._...__www..,,_,,,,,_.�w.ww.wwwwww.._._�w._..,,,.w._..w..www.w.ww.ww~...w«,ww.w.w.w._w.,.__w..,_,.,..,w,,,..w.,,....w..ww: wa,,.w„_......,..�a,. . _..�.,�.�..�, ,., _,.,.. _. «,,,,,,,,,,,,,«,_ _„_„_„___ __,««,,,,_,, 125. _� I. SEE NOTE ® SE SECTION .. .. - NO COLOR B STYLE 2. VERTICAL BOARD $ BATTEN SIDI - ,_.._...., YR. WARRANTY MIN 30 Y ) _,,.......................... _,,.,,.,,,..,....,,..,.,...,....,_.,,.,,,., ,,,„ __,_....__,_..,. _,..._,......__,,,,____,,,_,_—,____,«, __,,,_,,,,,_„_,._____. _..___._...__,.,.,_,_,,,,______,,,,,,_,___,__ _ _, TBA (OR EQUAL) ( _,.. _.,«...................__„_. H 5 8 SQUARE STRUCTURAL PERMAGAST COLUMN -'— --'— _ __. 7 O w._ .N.awwa.,w, a��w a .a ., . ._.w. _ . __�..__. ,. _.a. .w...w.rw, w aaww.a<... a�. ..»www... aw..a��....�„ww.�,uawwa e _ i _ _ _ w� _w.www..... _. ii iii i , N DOOR CASINO 4 x 4 AZEK COR EQ. WI DO i W NEW 8/ 6 E AND CORNERS __ _ „__,_,_,,,_«,_„__,___ __«___. _. ____ _ _,__„__,_— O Ixb FAGIAS FRIEZE, _,..__, .www „ ..................... .... ............._.._........................ .........._........._.. ...............-...._ .. ............... .._.__ ..w,.,...,,,w _,.. ... ..www..www.•.•...a. _...,,_.....w- .w.w.w. w.w,._,...__.,,...�,«wwe..._._. ... ................ »w.....e ..._. _.« .....«�..www,.w.ww,.-.«ww..............w...ww...w..,w....... ,............,..,. ......<.. ._.....,. ... .. .... ...w.._..._..___............. ..«,........................... .. .. .. ... .. ......... .. ..... .............. .. ...,. .,. J SIDING. 6 -=-- _ f 00 OSECOND FLOOR CEILING HEIGHT „ Z O O I. SEE NOTE ® SECTION 2. 4'X8' PANEL 51DINO, COLOR d STYLE TBA (OR EQUAL) ---- i --------- — (' ELEV. +21.2 (MIN 50 YR. WARRANTY) } '�t SECOND FLOOR HEADER HEIGHT --- _. 1� 6 ELEV. +I,�i.2' 3 I 1 W W Ij tu Lo a' 1 TEMPERED _,m«,,,_„_____,_ ,_, m _„__._ I` O14 Ij f y I G :G - I !I ; III I i ij ii _ _ SECOND FLOOR . ELEV. +12.2' % ......... ---------- � ................_._..- � 3 s I 33Iii 'IE1EI 3I _. _,.w•.vw�a,,>..._...s.,aa_aaw„wwu.r.a�+.�.n+,..o-:.,�..w«.. •w•vev.m_e.e_...h.,aaw...w....w,....w E 7- 1 FIRST FLOOR CEILING HEIGHT -------- ,_,.......... .. rF— ELEV. +11.0' _,,,._..___,,,...,,._,,....,_,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,__,,.._._.__.,..,.....,.,...... .....,..,..,..,.,......,,...,. � J FIRST FLOOR HEADER HEIGHT _ EE ELEV a O _ ly .....,«._._.«. ..................«. .. .__.......... i III ,.. _, _ w «A I � 0� D OD III _ It ji 1 I . ____-__. ELEV. +2.0' __,__. __-___........................_,,,,_.. ._..—FIRST FLOOR i I I v• E v EA� I f O _ —,.__.__._ ..___ _......__.._ €i E pp ELEV. tO.O'BASELINE I III � I I � I EA57 ELEVA71ON (FRONT) 5GALE: 1/4” = 1'-0” III j I I I I I � I I I W ,.,.—___.....,„.._w...�w. a.,,,,,,.._........ ...... .. «,......,, ._:... ,.. ,. ,w.. ,...,w_ w...,..w.w.www.w.,w..w...,.w<.,..,.....,aa«�w.,,mwww. _..w�w.w..aw.wwa„,w.«._.Ww._.�w,aww.wwww.w..ww.wwww.�» waw,....«__.�.www.�w, --�.wwwww�w._,___._w�.,.,...».wwwww.w.w ..._.�..._,�...w.m..__.. .aww,..aw.www....,.�.a.......� I i ..... ................_.,,,,- w._... :......_s. ..... _ :.._.: ..12 _ _,,,,.,_ .... ......... .._. _.,..._ .....:-;,.«_r.,,, _. ,,,,,,,,,,,,,,_. I W I 1.2 „ _ _• __^ .,:.. ,.,, _ - „ ._„.,.,„_,,.,,_,...__,_.......................................... �.waaw.ww_«____�.a�.�w�a ., �a\.�.�aw� w�auaw.,rw.u�..araw�n..awr�..w..--- ��_._ •.�a.�.» w_.,�:�..,.-,. ' H I Q e :_x ::a.r:•_ a:_•:,_.:.,, •. __„__ „____„__,,,_,a_ __„_,__,,,, ,_,,, ,�F c,,,a�a, ,,,,,,,, ,� _,,,_ ,,,,, PROJECT: yw.�._„_,_..w�..w . . . �..wwwww .. a� �--�- —. ,.� -,�.— —ww.ww,,,,,,..__.w., ,awww.,. .,,,,.,.w....,w. ROYALTON ROW 1 � ........_.................. LOT 5 DESIGN A _ 1 I _ II 1 COX NECK ROAD w . MATTITUCK NY 11952 O ,,,.,,,,,__,,,,,___ I _ 12 12 PROPOSED EXTERIOR ELEVATIONS 4_ 25 ._,__ ,_ __...__ __.._. I ; A-lice U 2.v i i } iE ..... .... ....._.... ..,..........._.... E _ ....,._.............. ............ .......... .... _..... _.,..,..... _,I I i ` ` ... .. ..._............._..... .. ... III G - ATE /21 8 OF 16 I I D 4/2 2 I I II E I I I � ....... ........_.. ... .. .............. R � ..,,,,,,,, � i - III _...,......,_..,..._,.._,,. I i _ y I e oS D c pp SOUTH ELEVATION (LEFT SCE) 5GALE: 1/4” = 1'-011 ;'`« 6: BUILDING SECTION NOTES Q O NEW ROOFING NOTE (TYPI I. INSTALL NEW ASPHALT ROOFING SHINGLES W 2.INSTALL ICE AND WATER 'SHIELD FROM FASCIA UP TO Lu 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINGLE OVER RIDGE k HIPS (AS REO'D) 6.PROVIDE RIDC-E VENT(A5 REQ'D) 7. O FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS R:EO'D a. INSTALL ALL AS PER MANU. 5PEC.'s OTYPICAL ROOF $ GEILINO GONSTRUGTION: CL • NEW ROOFING A5 NOTED O F • 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL Z PLYWD SEAMS) • R.R., G.J., # G.T. AS NOTED ON PLANS (® SPANS O OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) • MIN. OF R-49 SPRAY FOAM INSULATION OR Z R-4a BATT INSULATION Q o TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: uj O W UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALLtis Q�¢�� 4S J 00 PLYWD SEAMS) p�P o > d• O • 211x6" STUDS ® 1611 O.G. w/ DBL. TOP PLATE �5 ptiR \N Qui Fp Z • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-13 �zR _� P� �� e-i BATT INSULATION (R-27 TOTAL) 2 Z 4• 5/8" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYPJ: --- KITCHEN O4 I. INSTALL NEW FIBER CEMENT HORIZONTAL G.J A5 PE R PLAN N !I LL J RN LAP SIDING, VERTICAL E30AD b BATTEN i SIDING t 4'x8' PANEL SIDING. y✓� LA w ri 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEG.'s DININGrG__M 4.PROVIDE ALL NECE55ARY TRIM FOR O J 0 PROPER INSTALLATION -- --- -------a 5. SIDING SHALL EXTEND TO TOP OF 3 W FOUNDATION WALL j w O NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. 1 U REINFORCEMENT AS PER DETAIL � i 4 W U OTYPICAL FLOOR G0N5TRU0TION: i • NEW FLOOR JOIST AS NOTED ON PLAN _..__) V # J • 3/4" GDX PLYWD T46 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) Q • F.J. AS NOTED ON PLANET (® SPANS OVER 5' - INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" F.J. AS PER PLANS , , , , . . . . . . . . . . . . SPRAY FOAM INSULATION (R=7/INCH) AT RIM JOIST b 'b- TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: O I. (1) 2"x P.T. ED. TO MATCH CUT/DEPTH OF INTE'R5ECTING J JOISTS,SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAG BOLTS 0 16" O.G. 2. INSTALL H.D. GALV. J015T HANGERS BY '51MPSON' (OR EQUAL) AT G.J./D.J., OR H.D. GALV. H25A RAFTER TIES Q I ( BASEMENT AT R.R. 5. SEE NOTED DETAIL I I UNHEATED UNFINISHED I A-401 i A-401 — I SECTION A /A-501 i SCALE: 1/4" = 1'-0" 1 CONNECTION 'A' AS 1 PER PAGE 0-003 NEW RIDGE _ ---------RIDGE HEIGHT ._ R.R. AS PER PLANS ELEV. +50.1' I II II N I z Lui 0O j - - j� 2 �- ! ---- --- - - --- �- --- - - - GONN1wG i lCtil B�' A5 PiR PA.-:Z: C-GUS I NEW R.R. TC 0.,1. \� ~ G.J. AS PER PLANS _ - 5ECOND FLOOR CEILING HEIGHT$, 0 : /,� ------ ELEV. +21.2' I PROJECT: ECT• i J: ROVALTON ROW BEDROOM # tu LOT 5 DESIGN A P � fz. 9 z G.J. AS PER PLANS J SECOND FLooR COX NECK ROAD CONNECTION 'GI' AS = — ELEV. OOR PER PAGE 6-003 - o MATTITUCK, NY 11952 NEW STUD TO - - -- FLOOR A55EM51-N - F.J. AS PER PLANS , r----•------------ FIRST FLOOR CEILING HEIGHT � DRAWING TITLE: ELEV. +II.O' � - - -- — "-------- BUILDING SECTIONS 3 i I O GREAT ROOM PARLOR 1 i 4 � i ___._._._.._..__.. PAGE: AV% Am, 01 AVlb „........................................_ CONNECTION 'DI' AS FIRST FLOOR w PER PAGE G-003 0/0 ----------- ELEV. +2.0' AJ %J .Lmuu NEW STUD TO FLOOR A55EMBLY _ - ._i j , F.J.A5 PER PLANS O , I . i{ € 1.:....:._:.. � ? E.1.�-; •..€2 € 1� : !4<'I......,...:E , .,..,....� �• / ------= O' DATE:---. . BAS LIC 10 OF 16 - I ------- ELEV ............E E i._... E .__......( }.___..,v _I _ I_..._..... .............. E :....._...... � ... _..__ _. .._. .Iry I i E v ( E I I I B/?,SEME T I I p � ,,•G�?��d'�.�a -a C PROVIDE BACKFILL I I I I UNHEATE I ° C. COMPACTED IN 6' LIFTS UNFINI5H d 3 THK. GONG. SLAB I � 1D W STONE FINISH Do,4 1 I I I _!; — -- j A-401 0�°�N� N� A-401 - - - J A-401 — — — J A-401 — — — J SEDT IO E3 /A-SOI SCALE: 1/4" = 1'-0" BU I LD I NO SECT 1 ON NOTES PER PPAGOEE 'A'6-00 55 �- PER 3 Q O NEW ROOFING NOTE (TY'PZ NEW RIDGE I. INSTALL NEW ASPHALT ROOFING SHINGLES _ _________RIDGE HE10HTI$�_ SHIELD FROM FASCIA UP TO ELEV. +30.1' W 2.INSTALL ICE AND WATER L W 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS -! �r7 OVER 3.INSTALL 15 # BUILDINS FELT (U.O.N) OVER 4.1/2" GPX PLYWOOD SHEATHINS (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4: HIPS (AS REOV) b.PROVIDE RIDGE VENT (AS REOV) 7. FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS REOT1 S ' q. INSTALL ALL AS PER. MANU. SPEG.'s J I I � TYPICAL ROOF $ GEILINO CONSTRUCTION: O O NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHE:ATHIN6 (5LOGKIN6 ® ALL R.R. AS PER P (i PLANS Z # G.T. AS NOTED ON PLANS (® SPANS I ( i t j k G.J. AS PER _ SECOND FLOOR CEILING HEIGHT O PLYWD 5EAM5) • -- ELEV. +212 OVER V INSTALL "X" BRID61NO ® CENTER OF E SPAN,U.O.N.) H • MIN. OF R-4Q SPRAY FOAM INSULATION OR 1 I R-49 BATT INSULATION TYPICAL EXTERIOR WALL GONSTRUGTION TYP. : _._.___._.........._.......__..__..........._._.___._..___._...._.__ _________........._._..__..v.._...._.._........._..__. _ ._ o 3 UPON "TYVEK" HOUSE WRAP (OR EQUAL) = W O � - E i J • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALLItt PLYWD SEAMS) s BEDROOM to O ___.-....._.______.___._..._._._.._.__.___._.........._..._.. Z (7) (D • 211x6l, STUDS ® 1611 O.G. w/DBL. TOP PLATE ! z J 211 FOAM NSULATION (a • BATTRINA INSULATION 2"f TOTAL) R-7/INCH) w/R-13 CONNECTION GI AS _._._......_.._........_............................._.......__._....__.___..____...._.._._...... 1 C) PER PAGE 0-003 { Z • 5/8 6YP5UM BD. WALL FINISH NEW STUD TO FLOOR ASSEMBLY _.._......_..__......... 1 _L- SECOND FLOOR Q Z NEW SIDING NOTE (TYPZ O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL - __... Li LL = ELEV. +12.2' LL N LL1 (D LAP 510INO, VERTICAL BOARD d BATTEN \� 4 __ _ _� SIDING 8 4x8 PANEL SIDING. Lo 4 - _ 2."TYVEK" HOUSE WRAP (OR EQUAL) J. AS PER PLANS \ ��\ 3. INSTALL ALL AS PER MANU. SPEG.'s F.J. AS PER PLANS - - _--FIRST FLOOR G_EILINO HEIGHT : 0 4.PROVIDE ALL NFCE55ARY TRIM FOR � �:� ELEV. +II.O' eA J O PROPER INSTALLATION S 5. SIDING SHALL EXTEND TO TOP OF \ W FOUNDATION WALL __._._........._.__. \\ \, 3 NEW 4" THK. P. GONG. BLAB w/b"xb"-10/10 W.W.M. O REINFORCEMENT AS PER DETAIL FOYER V _ W oc0 ____.__._a__,__.___..___. is I BEDROOM F- -1 J ...................... i 1 4 OTYPICAL FLOOR GONSTRUGTION: • NEW FLOOR JOIST A5 NOTED ON PLAN U J • 3/4" GDX PLYWD T4:6 SHEATHING (BLOGKINO ® ALL PLYWD SEAMS) FIRST FLOOR \ • F.J. AS NOTED ON PLANS (® 5PAN5 OVER 8' ----' EST F +2.0' INSTALL "X" BRID61'NG ® CENTER OF SPAN, U.O.N.) • MIN. OF R-30 BATT INSULATION;PROVID= MIN. 3" INSULATION R=7/INCH) AT RIM JOIST SPRAY FOAM L ( - _._._: AS PER PLANS -1 - 1 ' t x E..__.._, t _...t..m M.. I _ I { I� — TYPICAL LEDGER BOARD FOR R.R./G.J./D.J. v4 �I BASELINE ...e I .' I I. (1) 2"x P.T. BD. TO NIATGH GUT/DEPTH OF INTERSECTING t ELEV. +o.o ( i_...L.. E.............£ I JOISTS, SECURED w/'(:2) 5/8' 0 x 5' LONG H.D. GAL. „ .j ? .:'„'' 1 E I :... ......:. .._ .._.._. �.._.......E... LAG BOLTS ® I b” O.G. ........... -€ 1 A 401 2. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMPSON (OR ._....E 1 �..__— ' .. ...} EQUAL) AT G.J./D.J., OR H.D. SALV. H2.5A RAFTER TIES 1 ' I;;;;; ' AT R.R. 3. SEE NOTED DETAIL I I BASEMENT PROVIDE BACKFILL � I !� UNHEATED PROVIDE BACKFILL COMPACTED IN b" LIFTS �� UNFINISHED \-COMPAOTED IN b" LIFTS b 3" THK. GONG. SLAB I I: t 3" THK. GONG. SLAB w/STONE FINISH I it w/57ONE FINISH 5 A-401E-1 I I I I A-401 t t j j I SEGT 1 ON G /A-302 I . ---------- SCALE: I/4" = I'-O" 1 i, I j • CONNECTION 'A' AS PER PAGE G-003 HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE H I SPECIFIED ON NEW RIDGE PLANS SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; Z AND NOT PROJECTING MORE THAN 4y2" INTO 2 II 5TAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT V PITCHED METAL JOIST HANGER BY 'SIMPSON' OR EQUAL >- !I--- - -r - - -- -- F I R5T FIN 15HED FLOOR W =1 I)'2" MIN, SPACE BETWEEN CONNECTION 'SI' AS I'I _ WALL AND HANDRAIL PER PAGE 6-003 t s/4" PINE RISER PROJECT: NEW R.R. TO G.J. �� { A' G.J. AS PER PLANS .� I STANDARDS FOR G R1 FFABLE HAND RAIL R OYA LTO 1 � ROW s/a" PINE TREAD SCALE': 1NT5 LOTS DESIGN A x GROSS SECTION - - 3 MIN.—' dJ- HANDRAIL CIRCULAR NON-CIRCULAR I ROUNDED NOSING x L1 CLEARANCE w/y4" RADIUS o w COX NECK ROAD � (NOT INCLUDED IN BATHROOM BEDROOM 4 4 .6y4 MATTITUCK, NY 11952 TREAD DIMENSION) it 11 11 V411-2 PERI- 2)'411 lY2 11 METER MIN. MAX. ' z DRAWING TI_TLE;_______________ CONNECTION 'u' As BUILDING SECTIONS PER PAGE 5-003 2 w NEW STUD TO IV 0 FLOOR ASSEMBLY „ „ J ` , , , , , , F.J. AS PER PLANS 0 w b d) 2 GAR m GARAGE (3) 2"xIV 5TRINOERS ® w/R-21 -� IN7ULATION, IF UNDERSIDE IS FACING �t PAGE: STORAGE/NON-HABITAL SPACE ' I ■ o II STORAGE UNDER yy" GYP. BD. (NHEN AFFL_I(f ALBE) DATE: 4/22/21 11 OF 16 III ISI lel r TREATED 2"x12" SILL FOR CONTACT �D AP? s N1 GONG. (IF APPLICABLE) �x1 10 t I I 5 -- -- - --- -- - --- ---- ----- -- HENT _ BA5 q, -401 ti SEGTION D /A-302 SCALE: I/4" = I'—O'i INTERIOR NOOD STAIR DETA I L A-302.0 SCALE: 3/4" = I'-O" PROVIDE 3" (MIN) GONG. COVER NOTE: OF ALL REBAR WITHIN P. GONG. Q I. IF FINISH MASONRY USED (SUCH A5 4" P. GONG. SLAB FOUND. WALLS # P. GONG. F7015. PROVIDE STRAPPING B NAILING BLUE57ONE) - MA50N TO ADJU57 HGHT OF LANDING AS REG'D TO w/bxb to/lo WWM 5 PER CONNECTION D' IN LyJ Lu ACCOUNT FOR FINISH MASONRY I UPON COMPACTED (Np,) FILL PROVIDE INSULATION REOUIREMFN75ICAL1 FOR PL FPT, J 2. ALL HORZ.SURFACES SHALL BE PITCHED GRADE BETWEEN CAVITIES ® 1:48 AWAY FROM BUILDING REBAR BENT TO PER ENERGY TABLE � SHEAR, d LATERAL RESISTANCE" ' - ON PAGE 6-003 ® EA. STUD. Q • / _____ (WHEN APPLICABLE) 5. FOR SLA55 ABUTTING FRAMING, INSTALL SLAB A5 SHOWN _-- ------- COPPER FLASHING FROM 12" ABOVE AND �! FLOOR SYSTEM A5 y Z A ASPHALTIC MASTIC NEW N2) 2"Xb" P.T. SILL PLATES ADJACENT TO SLAB, BED ALL FLASHING NOTED ON PLAN UPON SILL SEAL UPON COPPER J •' = v TERMITE SHIELD i N NEW 5/8"4 HOOKED ANCHOR 0 (1) #4 REBAR ® EA. BOLTS ® 39" O.G. w/3" SQUARE STEP;3" GVR ® ENDS Lpiy • WASHER 4 ENDNUT e�,.1 3'-b 11 10" 3:� � LANDING MIN. y% COMPACTED z I G Z FILL it�" Q • i F- 1 m Q ��'� #4 REBAR ® 10" z_ O L W II °. 4" P.GONG.SLAB w/ 2"X'}" r i��/ O.G. (MIN. 3) lL If ,' J b"xb"-l0/Io W.W.M. KEYWAY :`` GRADE ,J 00 UPON COMPACTED FILL •. iiii� ( i 1 i _....... - > �, C) i 4To Ex15T MAINCLINE / �' PERMAGAST COLUMNS AS PER PLAN ,.a TEDjl Z (� w/ "SIMPSON" P064 (FOR 3 PLY BM) I } --�-- •J L i NOTE: " I j r-{ OR SIMPSON" BC52-2/4 (FOR 2 PLY 1 J ALL P. GONG. -- - ------ T------- II .� SHALL BE BM) POST GAPS °ll �~ Z �' 4,000 PSI (MIN.) J N #4 REBAR CONT. 0 10" O.G. (MIN. 3) I I , J , (1) #4 REBAR CONT. r #b HOOKED VERT. I�_' 1� REBAR ® 24" O.G. ": I�. #5 BENT REBAR ® 12" O.G.- - I ~ Q I O J 5" THK. P. GONG. WALL— 1 "SIMPSON" I1 POST BASE PER (1) #4 REBAR GONT� I� - POST SIZE I I ._I _Q #` Q , 11 ___._.. . W c Al - (/I I (4) 3/8 H.D.G. LAG a I a FINISHED STONE � � P. GONG. FOOTING A5� \_ BOLTS (I REDRILLED) U PER DETAIL 10/A-401 -- 411 GONGLLJ r"l . SLAB I ' _ / \ jIj i I V � I _._. i ! _.._ Z : J BELON I�RADE \4ASONRY STA I R l�ETA I L , . P. GONG. FOUND. WALL (MIN. 4,000 PSI) IL F401.00 SCALE: 3/4III-OI3/8 THKPL.-- - \\—— ' - i k, lil1�k �€ -- I p m..,-1., t f M1n�,.•..:`.Ei�3 a... a '. ....... I /I II 31811 THK. H.P. GRADE I BACKFILL 4 -COMPACTED #4 HOR. CONT. REBAR I� EVERY b" BOTTOM OF 1IDDL (THIRDS, 4 4 TOTAL) 1 GAP PLATE A , EXTEND FOUND. WALL b FTG. F. GONG. CONT. FTG. COL. PER FOUND. PLAN;PROVIDE FOR CONNECTION OF STL. COL. TO (2) 1-3/4 WIDE Z ADDITIONAL (2) #5 VERT REBAR (MIN. 4,000 PSI) L\/L LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER IN GONG. WALL BENEATH COLUMN O (3) #5 HOR. CONT. REBAR 1 3 4" P. GONG. SLAB 1 I P. GONG. FOUND. WALL d FTG AS I tt j�t� PER DETAIL 10/A-401MIL POLY MOISTURE RETARDER, (4) 3/8 H.D.G. LAO 5E BOLTS (PREDRILLED) _ 411 GRAVEL BA ( ' -_ FLOOR SYSTEM AS GO� R17 i�ORG 17T I L ! PROV.IGLEAN NOTED ON PLAN '/ \ " 1 I COMPA T F I \ I ! / -� A-401.00 _ NEW STL. GAF' PL. 'A' OR FLOOR WOOD BEAM t - I SCALE: 3/4 - I -O ......... __ _.._.i__._f.........._...._.._.. .a.._..__.._. ...__.._...........___ �_ ___" .- r 'B' WELDED TO COL.;SEE AS NOTED ON PLAN GAP F'L. DETAILS NEW 3-1/2" O.D. SOH 40 \ / NEW BASEPLATE 'A' HOT DIP (I 5TL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER, I 8 FOUN1�AT 10N NALL 17IETA I L BASE PL. DETAILS FOR FOUND. PLAN BY SIMS - A-401.00 SCALE: B/4" = I'—O" BOLTING STEEL (OR EQUAL) 3/8 THK. PL. �41I 3/8" THK. H.D. I I NEW 4" P. GALS/. PL. 1 PROVIDE COLD JOINTj GONG. SLAB AT GONG. SEAMS (TYPJ GAP PLATE 'B I 1 ii I FOR CONNECTION OF 5TL. COL. TO 1-3 4" WIDE #5 REBAR (TYP.) 2'-0" LAP / N ( PROVIDE MI GONG TYP. RO E 3 ) . COVER DIMENSIONAL LUMBER OR 5.25 WIDE PSL ( ) FOUND. WALLS 4 P.GONG. FT55. PROVIDE 5TRAPPIN5 t NAILING z _ LVL LUMBER OR (3) 2 WIDE OR (4) 2 x WIDE OF ALL REBAR WITHIN P. GONG. N JF • ,( :: I ------ -------- AS PER CONNECTION D IN w 4 GRAVEL BASE I NEW (3) #5 HOR I I I TYPICAL NAILING/STRAP UPLIFT, 1 I 11 _ ^ I I I - - -- - -- --- - I SHEAR,AR, dE LATERAL RESISTANCE" - ------- - --- ------ -----� REBAR UPON (3) #5 (4) G/8 H.D.O. LAG ——————— EA. STUD. 1 o ��._.....j .`...... _W_ ' HOR. REBAR (b TOTAL) m I O I I DOL75.� (PRLDRIL� )=D) i--i--i-------- --- ----- -- --=- - *- -- - DEEP P. GONG. AD \_._... ] -._ 0 COMPACTED FILL 4" P. GONG. SLAB NEW (2) 2 xb P.T. SILL PLATES ------ FTG. (MIN. 4,000 PSI) I I' NEW 24"x24"xl2' UPON SILL SEAL UPON COPPER I ----- - — — TERMITE SHIELD \ -- - I �------- CENTER 61 UPPER E 5 AB w STEELc�0 2�F"x2 "xl2 " OOTINO 17ETAIL 1 II' Q L / \� I n I', I I SECURED IN PLACE DURING POUR NEVI 5/8"cP HOOKED ANCHOR / d-. I 1 I BOLTS ® 3q" O.G. w/ 3" 5GUARE A-401.00 SCALE: 3/4" = 1'-O° I \� J 0 1, 1 1 #5 BENT M015TURE RETARDER WASHER d ENDNUT PROJECT: - REBAR TMP. - O R OYA LTO N ROW 6RADE I F . LOT5DESIGNA t.j.'�.....x i 4" GRAVEL BASE i I I I I I ----- ----- 3/8" THK. PL. #4 HOOKED VERT. REBAR ® 48" O.G. 7<I 3/8" THK. H.D. 4 GALV. PL. I #4 HOR. CONT. REBAR ® TOP d ._..._... I . __ __.__......... .__. COX NECK ROAD BOTTOM OF WALL (2 TOTAL) FLOOR SYSTEM AS GAP PLATE 'G NOTED ON PLAN _. € ' MATTITUCK, NY 11952 I ........ P. GONG. FOUND. WALL _... I . I - I .-...... ..._. _:. T CONNECTION I (MIN. 4,000 PSI) k FLOOR WOOD BEAM FOR CONNECTION OF STL. COL. TO (4) 1-3/4" I 1 - NEW 5TL. GAP PL. 'A' AS NOTED ON PLAN WIDE LVL LUMBER I _ [4 P. GONG. CONT. FTG. DRAWING TITLE: WELDED TO COL.;SEE # (MIN. 4,000 P51) I - GAP PL. DETAILS NEW 3-I/2" O.D. SOH 40 -----' 11 .___ i 1 HOT DIP 6ALV. 5TL. COL. 2'-O LAP - (3) #5 HOR. CONT. REBAR _ a } DESIGN DETAILS NEW BASE PLATE 'A' (ASTM AI23) AS PER 1 _ (TYP) _ I J _ _ FOUND. PLAN BY SIMS WELDED TO COL.;SEE ____,__._._.. BASE PL. DETAILS FOR STEEL (OR EQUAL) m - _ BOLTING 8 ---------- i' PROV. GLEAN T0 ' E COLD JOINT I GONG. SLAB COMPACT FILL NEW 4" P. AG0NGEAMS (rrPJ' -------- 1 1 PAGE: t v , r � I OT .�....._�_..�:...,........ ... ////05-1/2" O.D. 50H 40 H DIP OALV. 5TL. COL. FOUNDATION I I I I`t HALL DETAIL 11 � _�_. 1 ._µ -G===s=-==•====i===� I _-� 5 REBAR 4 GRAVEL BASE .---•- � COMPACTED FILL - _ (PL.AN Wi=ILDED TO P25) AS RL. # (TMPD � 1 I a II I', I A-401.00 SCALE: 3/4" = I'-O" # " " " #5 BENT I • > DATE• /22/21 12 OF 16 NEW 42"x42"x18" f 8x8 x3/8 THK. O DEEP P. GONG. PAD 4 - " _......_ ? ;' (b) #5 HOR. REBAR TL BASE PL. REBA ( ) I I _ '_.. { i 3 __...._.....__._..._...... �' _I._......,; UPON REBAR (12TOTAL) �\I 5cv �� R P. FTG. (MIN. 4,000 PSI) i �� 0 (4) I/2" HOOKED ANCHOR , . D/�, �OOTIN.�OLTS EMBEDDED /INTO OVER .ZED I 1 I A 1 I _...._. 3._........_. I `.._._.._._..._..._....r �— I 411 S! I WASE¢ AND END NUT SE "mo PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. f. FOUND. WALLS d P. GONG. FiTG'S. EASE PLATE i A ! <�-- GORNER GONNEGTI ON ��� ,04 ,� STEEL Co'--,OL. I$ 42 "X42 "x 18 " FOOT I NC DETAIL STEEL C.O.L. CAF I$ BASE PLATE DETAILS A- 401.00 SCALE: 3/4" = 1'-0" A-401.00 SCALE: 3" = 1'-0" i REBAR OVERLAP ERLAP 1�)ETA I L ' A-401.00 SCALE: 3/4" = P-O" NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHEDW . ; • W5TL. FRAME (L.G. STLr 0 r WHEN APPLICABLE) .J EXISTING TO REMAIN W SEL. 400D FRAME: RA NHEN CI;ABLE) NEW FOUNDATION WALL NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.C5. 5TL. POST FOR 4" WALLS WHEN APPLIGABLi=) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.O. 5TL. CL WHEN APPLICABLE) Z O I- Z 5TRUOTURAL PLAN NOTES a cr OSINGLE SPAN STRUCTURAL. MEMBER: ui STRUCTURAL MEMBER SHALL 'NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J F J 00 ABOVE INDICATED POSTS. OPEN-WEB J015T REINFORCEMENT: Z � � O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT O EACH JOIST, A" THK. x II--1/8" HIGH x 24" LONG, CENTERED ..J ABOVE EXTERIOR WALL, FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL z Z d' Z - PREMIUM" GLUE (OR EQUAL.) $ 3" NAILS ® 5" O.G.;SEE ALSO a c JOIST MANU. SPECIFICATIONS. V' W CD OPEN-WEB JOIST REINFORCEMENT: i O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT O ~ EACH JOIST, THK. x II-1/8 HIGH x 24 LONG. CENTERED m BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP Q BOTTOM CHORD w/ "PL PREMIUM" GLUE: (OR EQUAL) & 3" NAILS ® 5" LLj O.G.;SEE ALSO JOIST MANU. 5PEGIFICATION5. OLOAD BEARING WALL w/ REINFORCED F.J. BELOW: AS INDICATED BY HATCHING W TYP. STL. COL.: O 3-I/2" O.D. 50H 40 HOT DIP 6ALV. STL. COL. (ASTM A123) V BY SIMS STEEL (OR EQUAL) V J b JOI5T HANGERS (WOOD Fl_USH/UP5ET BEAM): O � ! - PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH � I � a F.J. N.O.N) PER MANUFACTURER SPECIFICATIONS m Q O7 JOIST HANGERS (WOOD Fl_USHNPSET BEAM): _ -•---••-- --- PROVIDE 51MP50N MIU3.56/II FACE MOUNT HANGER ® EACH -= — - OS (3) 2"xb" P T �. F.J. N.O.N) PER MANUFACTURER 5PECIFICATION5 (2) 2'k2." HDR (2) 2"x8" HDR (3) 2"x8" HDR (2) 2"x8" HDR 5TAGKED j t _ - BENEATH (3) 2"xb" 1� I i j P05T ABOVEILI - u@ OTE. Tc�b HEADER POST FRAMING >` O � POSTS FOR DOOR AND WINDc7W HEADERS SHALL FOLLOW O STANDARD FRAMING GRAPHIC ON PAGE 6-003 U �to.8 S.NLESS " A HI=: 5-.F. sal NOTED OTHERWISE O 0 Q tl rci r (2) 2"xb" POST O= STACKED --- (2) 2"x8" DR -------- -- BENEATH (:2) :2"x&" (RAISED HDR HE16HT) POST ABOVE caw ---------- I HDR (3) 2x6" POST -w DINING ROOM 3 - :_. . BEDROOM 54.5 F.#i ®�__ (2) I. RAISED HDR HEIGHTJ HDR - - g TO FLUSH BM. 254.1 (3) 2"x4" POST p� g � I O w5TAGKED 2"x8" G.J. ry f >F > BENEATH (2) 2"xb" ® I6" O.G. ------------ g w Lu 0O Og4 t� u P05T ABOVE NI U V "n (3) 2"x4" POSTS - g Q DOUBLE F.J. BENEATH O O Q p Ip STACKED z 1L l9 Q - uz1 ti BENEATH (3) 2"x4" ALL POSTS TO w--�rr w u1 y X WINDOW4)OOR HDRS IN -� F in -a POSTS ABOVE �j v O w O 3 I.15"xq.5 O.P. . E r - O O LVL " BEARING WALLS ABOVE ®d �p�g ®y O dJ FLUSH BM. (FLUSH w/ F.J) x " u r x } 11-9; (2) 1.15"x1 l b-T5° - O G.P. 2.OE LVL I SIMPSON ( - -� FLUSH BM. HHUS5.50/IO ry Q In w HANGER (3) 2"x6" P05T moi} v GREAT ROOM TO FLUSH BM. 2 GAR O . O 444.4 S.F. g j 5 GARAGE 5 WALK-I N GL. a 1 (3) :2"x4" POST v> j _ 591.0 S.F. _ _ _ _ _ 51.2 S.F. O STACKED Z I WI2x45 4F____ WI2x45 A36 STEEL DROPt ED BM. ®tt BENEATH (2) 2"xb" I w �m P05T ABOVE 6 SIMPSON IL , EG05.3'I-SD53 g w - - L- g O DOOR-x DR _ 0 j _ _ 3 I."f5'x18' G.P. 2.OE LVL BM. HANGER I - - _ (TVP. U.N.OJ - UPSET INTO BEDROOM WALL ABOVE rL x w g , -- - _ - 1� i F05T " — ! f� l�Q KITCHEN j W Jl I 5 3 >� � `� (4) 2'x4" I i � 7 ,1 �.� ! i 282.5 S.F. I-- +-----�--- �STACKED u Q �gtu > - - - p U 1 I BENEATH (4) N -- - xg �j� POSTS TO WINDOW/i.00R HDRS �Q tY {. i 2x4 POST IN BEARING WALLS ABOVE O} f I -- a " I O� � O � DOUBLE F.J. BENEATH ALL Cbz ABOVE RA-50 � � `�N I � (3) 2"xb•, I Q POST TO " ®O dl�gtY1 a hi!\ `� RIDGE X p ; PROJECT: -�� - 01-1 (3) 2"K4" OPEN TO = - m x r �n L _ O I c0 ` I u p� lrV r-.05-TO 1tt� ABOVE t1 Q 1 \OYALT®ice ROW .-. w g I1 SIMPSCN - - - -- LOT 5 DESIGN A (3) 2x4" P05T (2) 2"x8" HDR (2) 2'x8" HDFt (2) 2:y.,7.. }r g S HHU5410 _ _,_._-� O FLUSH BM. I T -3... �-t HAN E �...� � � - __ I DBL FLOOR77 i -- - -- �(2) 2"xb' _ _ (2) I."IS"x11.8-l5" O.P. LVL FLUSH BM. _ JOIST CD w P05T TO g (3) 2"x4" v*111 j --- -1 COX NECK ROAD a� 7 HALLWAY POST TO Oz� O o FLUSH BM. g m w 6 b FLUSH BM. _ `u ' MATTITUCK, NY 11952 S u� _ p US RU' g �j b HDR �O `f O � O - - wL �� •np �� x � (2J 2"X10" HDR ®- _ pDRAWING TITLE: ' _� w x - g m " O= — - - —---- PARLOR - ®`t 142.3 S.F. PROPOSED STRUCTURAL PLAN j N p- POWDER u� , ROOM O PANTRY v -� 42.0 S.F. 34.'7 S.F. p v C3 50.5 S.F. (3) 2"x8" HDR ®N m_j Q (3) 2"xb" P05T —� 4 II-1/b" TRI FORCE ® it 5TAGKED OJ314 OPEN-WEB ( BENEATH POST TO PAGE: (2) 2'xS HDR 2 2'_x8' HDR �j -7 (2) 2x8 HDR (2) 2'x8 HDR F.J. ® 1611 O.G. - UPSET BM. ABOVE - - Ov71 -777777-7777777 in x 5-101000 rA -LKto x�* x0� LL DATE: 4/22/21 13 OF 16 (5) 2"xE" F05T5 BENEATH CANTILEVERED FLUSH BEAMS CURVED LVL BM. m [Q Q :r - ---------- .! : PROPOSED FIRST FLOOR STRUOTURAL- FLAN SCALE: 1/4" = I'-oil 0ENERAL 5* '1� 50L <E ' : s NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. uj W WHEN APPLICABLE) uj EXISTING TO REMAIN uj NEN W OODAPPLICABLE) FRA E (L-6. E) NEW FOUNDATION WALL STL. NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O WOOD FRAME (L.O. STL. ❑ POST FOR 4" NALL5 j J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 'STL. O f1 .; WHEN APPLICABLE) Z O ' 2 Z STRUCTURAL PLAN NOTES Q � OSINGLE SPAN STRUCTURAL MEMBER: Lu STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE 5PAN5. PROVIDE 5PLICE5 DIRECTLY oo ABOVE INDICATED POSTS. OPEN-WEB JOI5T REINFORCEMENT: z O O O PROVIDE OSB 20 O.G. (SPAN O RATING) REINFORCEMENT AT N EACH JOIST, " THK. x II-7/8" HIGH x 24" LONG, CENTERED to Y ABOVE EXTERIOR WALL,FIXED ON BOTH SIDES OF JOIST IN d ;j" VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ 'IPLQ Z H PREMIUM" GLUE (OR EQUAL.) d 3 NAILS ® 511 O.G.;SEE AL50 O JOIST MANU. SPECIFICATIONS. m L< f'L W (D OPEN-WEB JOIST REINFORCEMENT: O PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT ~ _ Lo EACH JOIST, _4" THK, x 11-1/811 HIc5H x 24" LONG, CENTERED O BENEATH LOAD BEARING WALL ABOVE, FIXED ON BOTH SIDES OF JOIST IN VERTICAL POSITION TO TOP 8 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) b 3" NAILS ® 5" O.G.;SEE ALSO J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL W REINFORCED F.J. BELOW: AS INDICATED BY HATCHING cp Q W TYP. STL. COL.: (2) 2"xt3" +viz BALCONY 5 3-1/2" O.D. SCH 40 HOT DIP 5AL.V. 5TL. COL. (A5TM A123) �, ____— .—211xf0" G.J. _ - _ d ~ O ._. _ _ � BENETH EXT. WALL = J . BY SIMS STEEL (OR EQUAL) Q � 2"x10" G.J. ® I6" O.G. V JOIST HANGERS (WOOD FLU°iH/UPSET BEAM): Q w/5185 a F LUS25 Q O PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH HANGERS ® FLUSH BM. _. t F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS OJOIST HANGERS (WOOD FLU5H/UP5ET BEAM): 7 dJ Q � POST TO � ' (3) 2"x10" HDR RAISED TO TOP PROVIDE 511-iP50N MIU3.56/11 FASE MOUNT HANGER ® EACH x s ? - PLATE HEIGHT;SPANNING FROM - c v D. RAISED HDR CANTILEVER TO INDICATED POSTS F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS --- BATHROOM#2 _, 126.5 F. _,....,..,,. 1111.. . .._,.,._.,,,,__. ,.,._,_,,,.. - _ .,,,. ________... .._,,,,,,._.___,,,_ ,,,, HEADER POST FRAMING NOTE. L�.�ti� 211x10" G.J. �_-,,,,,,,.,__,,_,.,,,-_1111_,,m�,,,,,,_::,_:��•::-,.-.�=�_;_.v-=�4:�.,_,__ -.___"__,..___,_..._.______�. r •_.. 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I 331.0 S.F. FLUSH $M. Q � 1 °, -”�.ale .a. ...w._._.,....__,_a��_'...�".w.�.:".:�:.:m_w.�`.���:��:�:�:..W.':�..� �...a,.-,.,._.u�w _ _ I ,,,-- __, G _,_..�...>_.�a�w��,aa>�.,a.aa.�...-...a.._...._....w�a.wamw...._.._...ma..w..>..-,r. as.a.-as.�__,,,,,..wm.m..�...wu.� w - _,,,,,-,.__,____.______,,,__1111____.__-_,___,,,,,,,_____ :: ...........___ __„_.,,._,_, _._ ___„_1__111__ _._, ______ „_.__,_„_1111_____..__._____ x _.,.__._____,_..,. .__.____._ _1.1___1.1..___„__111.1. _._,_.-1____1.11... iv Q WALK-IN GL. °, �� .w,w� ._.._...,__..................................... -1.1-.-------- -1-11-1---- - - _.,_ 34.1 S.F. -- I I N � (3) 2"x4” I I v I,fl O POST TO _1111 , F ,- - x UPSET BM. _ - _ # N � _ ____. -_._-_..___ __1111,,_,__„_,_„_,. p BEDROOM 3 ,,_,.._, __,,,_,,,,,,,,,----,.,_ 11.11,._,1111.,_„_,__,__.,.,_..___,._... � I cv --•_----”--_ __,,.,..,,_..__,__,_.._,_.,,,_.�____. 2"X10” G.J. ® 16 O.G. ® �v s H/ 51MP50N LUS28 t�Q _-- HANGERS ® FLUSH BM. ul .CD z � ua WALK-IN ' _..�w-. a.�.�w, pl - —`'= w 5IMP50N _ �_-� _...a.._..-....__._.._...�.,._._.,_._.�,..,,,M__ II u _._._....__._.. T l�.3 S.fi . cV j HGU55.50/10 (2) 2 xb __ '.. x I HANGER POST TO _ x ( ti UPSET BM. _ .._._.._.,_......v-•1111_., , I u1� .w�.�.,,__.., .�am.. __...�..�.m .._._..p ...,...___.�_ ._.�,__. �_.__.._._..V... ._,,......»a._-._ .>...w> .>.-._,,......_e_.w.._.>..,........__,...�..___ N _ �. I r € (� I.7511x11.25_G.P. 2.OE LVL UPSET BM. (3) 211x411 POST cv L. f -.w BENEATH POST TO RIDGE TO FLUSH BM. (2) 2"x5" -- DOOR HDR .. TYP J _1111( . ., (TY . U.N.O.) .......:.-.,.,.3HSR �---ti-•�-•. ' .N.OJ 02x4 II it ATTIC - - z GL. (2) 2"xb„ __ - „ ." «_ m ” W � „.�--_. .,_ ,1111_ __.__ _ UPSET BM. POST RIDGE v ' I I ' I U ._..__,,,,.__,_..._._.___,._,_,,.::,:::.-.:.y__ ._.,�':;;,_ ___ _1111 1111_.• 1.11.1_ _1111... _ ... _... ,,, 1111.,, _,._1111.,_..____,.,,.,.. _._,.,.._1___1.11._. --- ----- ----- A-30 I I , , ...�-�_--_.:��.�-:�-_ _1111.._, _.__,,,.,,, t i _, ____-___,..__".-__1111__ -- _� 2"x10" G.J. " € `: :._.__. _1111_ ® 16” O.G. p BATHROOM #3 p LAUNDRY/ I=amm 100.0 5.F. ®, CLOSET_ �j O = e <>, ,; __,__,______, 11_11,___"..�..._.__1111_,__ -•�. .-,_����.�,�.-:::' w � Jill 46.7 S.F. c°w O OPEN TO ® N _ x (2) 2"xb" POST N„ U1� - BELOW = (3) 2x4 POST ' � ,____1111,,, _,,,,..,.._.,_,.:.-�._ __,,�:-•._._:_.:,���;,,;,,,,,,,,;-::,,,:-�.;.•_-____- _�„_ __�,,�,_,: .0 ® BENEATH POST p N I TO RIDGE BENEATH POST ,.. u-z0 ® TO RIDGE I " HLnFe �a 1 I ' i'>- .: ,,, - , Oti :O w:m OOO-:- _ , PROJECT: (2) 2x8 HDR (2) 2x8 1 cil v I,. l I -_1.111,,____ ______,. _ _ (3) .-,. �` w O 211x4” POST 11 I =• -------- - -- - i_ -� 0 - BENEATH POST X 2 7.5” LVL HDR TO RIDGE (2)2x6 x cv _ ( ) 'OST TO ,: E , R OYA LTO N ROW �VALLcY BEDROOM #4 i; E ;`€ _1_11__1_„__ __ _..:. xl , LOT 5 DESIGN A > .. . Q 250.0 S.F. •' 3 ! I I€ ______,,,_.,_1111., 11.11. PROVIDE NAILING Bv”-.�--- x STRAPPING PER PAGE w 0-003 FROM UPSET BM. J N ry TO G.J. d R.R. ABOVE FAMILY ROOM - z ' �� 2"x10 G.J. 1 f _ £, COX NECK ROAD MATTITUCK, NY 11952 -- ® I6" O.G. d (3) 211x811 HDR _(3 I.75"x11.25" G.P. 2.OE LVL UPSET BM. _ ' I BENEATH POSTS TO RIDGES E C , . – -- – ---- -- -- – – – — ----- { DRAINING TITLE: r ( ) ? 11! I I P05T TO I 1 ( €I (� 9ET BM. UPSET BM. 3 PROPOSED STRUCTURAL PLAN d I _(2) 211x_81' HDREi, f - 2"x1011 G.J. [ ® I6 OG 1X I tttt I1'' i11 I (3) 211x51' HDR BETWEEN POSTS 1 _w. (POSTS LOCATED ABOVE 1 PAGE: I FLUSH BEAMS BELON) j 10;,02 0 0 (2) 2"x611 POSTS l TO EXTENDED HDR F [ DATE: 4/22/21 14 OF 16 „rw ,ye- 1 _.. 'Y g U ..,meg/t.y.✓'' FROPOSEl7 SECOND FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" EXISTING TO BE D ;:.'', WOO FRAME (L.GSTL. E`.MOLISHED W ' WHEN APPLICABLE) EXISTING TO REMAIN J W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 57L. WHEN APPLICABLE) 6 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I _ c WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLIGABLEi (MIN. (2) 2"xb" STRUCTURAL { P05T FOR 6" WALLS), U.O.N. r NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. a WHEN APPLIGABLE; O H Z STRUCTURAL PLAN NOTES Q � OSINGLE SPAN STRUCTURAL MEMBER: N _ STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACRO55 MULTIPLE SPANS. PROVIDE 5PLICE5 DIRECTLY m Q m\ J oo ABOVE INDICATED POSTS. OPEN-WEB JOIST REINFORCEMENT: O m _Z � � O2 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT J EACH J015T, A" THC. x II--1/a" HIGH x 24" LONG, CENTERED �90C> ABOVE EXTERIOR WALL, FIXED ON BOTH 51DES OF J015T IN O VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL z Z 4PREMIUM" GLUE (OR EQUAL) d 3" NAILS ® 5" O.G.;5EE AL50 Q Z T-4 J015T MANU. SPECIFICATIONS. LL W (D OPEN-WEB J015T REINFORCEMENT: L0 ix T-1 O3 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST, A" THK. x II-1/8 HIGH x 24" LONG, CENTERED BENEATH LOAD BEARING WALL ABOVE,FIXED ON BOTH O J O SIDES OF JOIST IN VERTICAL POSITION TO TOP B BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) b 3" NAILS ® 5" W O.G.;SEE AL50 J015T MANU. SPECIFICATIONS. OLOAD BEARING WALL w/ RE`.INFORGED F.J. BELOW: A5 INDICATED BY HATCHING W TYP. STD. COL.: \ — — — — — - - - - - - - - 04 ~_ O5 3-I/2" O.D. SGH 40 HOT DIP GALV. 5TL. COL. (ASTM AI23) _ m U J ` BY SIMS STEEL (OR EQUAL) N ❑ � — — — — — — — — — — — ❑ O 4x3" ALUM. 2'xa" R.R.JOIST HANGERS (WOOD FLU5H/UPSET BEAM): Q DOWNSPOUT DOWN Q PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH Q ® I6" O.G. TO 5PLA5H GUARD .<. F.J. N.O.N) PER MANUFACTURER: SPECIFICATIONS IpI ® GRADE (TYP.) OJOIST HANGERS (WOOD FLU5H/UP5ET BEAM): Lu PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER a EACH O 1 F.J. (O.O.N) PER MANUFACTURER SPECIFICATIONS : ` 2"xb" R.R. ® 16" O.G. (BELOW) 6:12 PITCH i t -1.5:12 PITCH HEADER POST FRAMING NOTE: -.: POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC ON PAGE 5-003 UNLESS El NOTED OTHERWISE — — — — — — — — 2"x10" R.R. — — - — a I6 O.G (3) 2'x4" POST. — - - - - - - - - - - - - - - - - - �TO RIDGE I I� II I I W H A 2"X,5" R.R. 0 lY ~ ;`. - x V N ® I6" O.G. (La ci I ❑ -' X - X I- N PROVIDE FRAMING / tu EXTENDING TO R.R. Q ABOVE BM. BELOW (5) 2N4" V to i i P05T TO (3) 2"xb" i q RIDGE 1 POST� 5 (2) 2"xb" POST V p RDGEb i (2) :2N12" RIDGE (2) I.TS"x11.25" G.P. 2.oE LVL R!D E VALLEYS TO RIDGE =4- ! _ lu _ v � - x SKENEO HANGER-- � I I- w � 0�3 I Z ATTIC Q HATCH p RHEEM 115,000 BTU / �P�' 2 G (2) 1.75"x11.25" G.P. ZOE LVL RIDGE IJ GAS FURNACE MODE U l P - U � )� - ! v � t- O NO. Wg5TG1151524M5A n (OR EQUAL) � Q � . I ® N v _ .!, 2'xa° R.R. ® cV I I (3) 2"xb" --- -+--- ---i-- --- —- --- ® N POST TO - F Ii II, ® 16 O.G. O RIDGE QLL V (OVER-AY) I I r LU p ui n iu - POST TO IX P RIDGE 2 xa" R.R. - N O a l r �p dl (2) 2 xb �J,�' O I I (3) 2x6 dj t' U x RIDGE - - � I! � x I POST TO N__ (3) 2"x12" RIDGE , . (3) 2"X12" RIDGE -- ® Ib" O.G. ® N 1i ® N I RIDGE PROJECT: CI i (OVERLAY) -5; ROYALTON ROW I I c a m \:2"x � �i�v � -q� �� x o,� _ LOT S DESIGN A x - - - - - -4"x3" ALUM. I PROVIDE NAILING d STRAPPING ® N — — — — — —DOWNSPOUT DOWN PER PAGE 0-003 FROM R.R. b I TO SPLASH GUARD G.J. TO HDR/UPSET BM. BELOW " COX NECK ROAD ® GRADE (TYP.) I I ®ib" R.R. , ®X6° O�. ®ib R.R. r - -—-.--- p - MATTITUCK, NY 11952 q:12 C. PITCH 1 15:12 PITCH N ® 12.5:12 PITCH = 14:12 PITCH 2"xa" R.R. I (3) 2"x4" _x 14:12 PITCH I I DRAWING TITLE: I P05T5 TO A O I FRAMING FROM N (BELOW) r57-5 70 HDR BELOW TO PROPOSED STRUCTURAL PLAN O I 2"x&" R.R. 2"xa" R.R. I I EXTEND TO R.R. ni I U ® 16110.0. ® Ib" O.C. -�0 16E�""OR..CR. xX � II o o N ❑ m Q (V N m m T v PAGE: b ova u � ao N d) f x0 A & - ❑ 14:12 PITCHI r r, ❑I ' 4 w ® m (2) L-f5"x"1.25" Q 2"xa" R.R. (2) 2"x6" CURVED LVL BM. ® 16" O.G. RIDGES O --- - DATE: 4/22/21 15 OF 16 4"x3" ALUM. 4"x3" ALUM. DOWNSPOUT DOWN DOWNSPOUT DOWN -- TO SPLASH GUARD TO SPLASH GUARD a GRADE (TYP) ® GRADE (TYP.) D API Q a. PROPOSED ROOF 57RUC.,7URAL FLA'N' 037t ------ SCALE: I/4" = I'-O" :;'F.. �0 Q O ujw J Q ` O J , J H ; O^ c Ie.L Z O4 r e Q _ Le1 w J J 00 Z rl QZ H cr V— w 0 Ln Ix e-I Ii = Ln 0 < O w c . U w _ J Ili Q 4" FRESH AIR VENT ; J l L THROUGH ROOF v - V 1 Q k j 3.11 i Q 2ND FLOOR - j I FURN. BATHROOM#2 E3AT+-IROGN'#3 LAUNpRY- - --- - - --- --- --i i---- ---- - - - --- I- - - - --- - - -- --- ----- --- -- - --- - I I l - - BATHROOM#2 ----�I __-BATHROOM#3 I1 LAUNDRY I NOTE: -- r - -- ALL PLUMBING WORK NOTE: SHALL CONFORM TO LAUNDRY ALL PLUMBING d I I II 1 I 1 Q4� t3 FUEL GAS WORK a 00 i LOCAL PLUMBING CODE O o I I I I I J q4 O I SHALL CONFORM 21.1 2 1 :2111 1 I I l l l l Q 1 1 i I�-, I I�i j Q TO LOCAL 2 12 I >� CJ I I I I I I 2 1 IL PROVIDE "ASE500 FF200 FR z I I I Q z 12" 12" .B I ,B 2'� I j v I I I I �� 1 I PLUMBING GORE d � I I Q4 Q4 I I � � 3: Q z � FUEL GAS Q I •B 1 .B I I I 1 I EXPANDING FOAM (OR EQUAL) _ I I 1 I I j AT ALL PENETRATIONS IN FIRE w W.G. - U. I V I �I I U v I- IG I I U EGEND O I 1 � 3 1 1 ua I I 1 I RIFTED WALLS AND I v. 1x U I - 1 I v I= — 1� I :- HOT WATER N WC• I- I- 1 1 1 W�� m NI NI = - _ Icv= I lid I I �I IcV �l Iw =1 IN I IN SHONL� NI IN \,� _ L-_,lltt _1 I� ------{ j ry PIPING PENETRATIONS: 1 1 ( II I- 11 12" F NFR5/0 ITO ASTM E 814,PRODUCT \ \ ryl \ ry I \' \ 1 SUPPLY - I. PROVIDE "ABE500 FF200 FR 1_ - 1_ � TUB � �— � �:., JC � TUB ISHOWER Ti 1 I ASTM E 84, AND UL 1479 --- ---- ------- -- --- ------ --- -_-t_1 - - ------- - - ------- -q - -- - -- -- - -- - - 1 I - - - - -- - - DRYER - EXPANDING FOAM" (OR EQUAL) I- i- I- 1=-- - WASHER I GOLD WATER - l' WASHER b .-.._..ply_.._ .-�-.._ .-..-..-�-..- - - - - - - - - ,- -gN. 1_..-..-..� AT ALL PENETRATIONS AT WALLS —— SUPPLY 2 2 2 3 G.O. I - - - - - - ---- - --- - AND FLOORS/CEILINGS. E 2.PRODUCT CONFORMS TO ASTM POWDER ROOM KITCHEN 3, THRO.,Mi I I 814, ASTM E 84, AND UL 14711 BATHROOM#I 1 PROVIDE ABESGO FP200 FR POWDER ROOM KITCHEN i NOTE: I EXPANDING FOAM" (OR EQUAL) /<LL PLUMBING WORK I j AT ALL PENETRATIONS IN FIRE Ij 211 2" 5HALL CONFORM TO I w RATED WALLS AND --- LOCAL PLUMBING CODE p I I FLOORS/GEILINOS. PRODUCT v KITCHEN GREAT ROOM O - 2 1 I , cj l I CONFORMS TO ASTM E 814, I " O 2"r--T"--- it 2 I 211 1 2 I 1 GLEAN OUT I I� 1 i A5TM E 84, AND UL 1479 -1 AS REO'D N I C J I CJ I 1 OAS Z B I :2111 I .B I .B 1 12" I I I I I I 11 I I N 5 I i u 1 1 1 U 1 I I j FIREPLACE Lu IL I vl I I� W.G. - vl I UI 13 31 I VENT j W.�. W.C. I NI 1= m NI I° m NI I, ivl 1= - I I= SHOWER I I O }Z - - - = RANGE ' PROVIDE F.A.I. \ - I N v I N I N I N N U ----' I- ! I- I- I- ISHOWE I I I� pyy I� 1� N I� I - -- 1. I �l �� 1 I - ------I I I —�I I -- -- - - - - ---- - - j > -- - -- --- - --t- - -- - DW - - m - - - - - - - ----- - - l �� �--------------- -..-. _..-� m REGULATOR G.O. 3 -- - �_--�� --- ___ ly v-- C3_ — _. _ — J - - - - --- - -- - -- - - - - -- - - ---- --- -- - Ir G.O .._. _ -- i 1 GAS SUPPLY MECH. G.O. 4" ROOM 4" HOUSE I I I TO STREET ! Q j TO GAS MAIN DRAIN C.OJ I I WATER MAIN MECH. MAIN ROOM PROJECT: 4 411 TO SEPTIC SYSTEM U i w II m ROYALTON ROW IST LOT 5 DESIGN A I II � - - COX NECK ROAD FLUME31 NC RISER - DRAIN / NASTE / VENT FLUME31 NC RISER - SUFFL`I' CAS RISER - SUFFL`I' MATTITUCK, NY 11952 SCALE: NT5 5CALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: Ar lk P_1 ■ 0(0), DATE: 4/22/21 16 OF 16 .3 of N