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of SOOTyo`o Town of Southold * P.O. Box 1179 53095 Main Rd ��f Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47034 Date: 05/07/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1815 Laurel Ave Southold, NY 11971 Sec/Block/Lot: 56.-1-1.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/24/2024 Pursuant to which Building Permit No. 50630 and dated: 05/07/2024 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, covered front porch, rear partially covered patio, attached garage and unfinished unconditioned attic storage space as applied for. The certificate is issued to: Marratime Cptl V LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1836 12/15/2025 ELECTRICAL CERTIFICATE: 50630 12/03/2026 PLUMBERS CERTIFICATION: Richard J Cainarella, In 12/ /2025 utho i d S gnature f TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o SOUTHOLD, NY ziio `can 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#: 50630 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD & Planning approvals. At premises located at: 1815 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 56.-1-1.2 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,773.50 CO-NEW DWELLING $100.00 Total: $3,873.50 Building Inspector pF SO(/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 ^a�� Southold,New York 11971-0959 ���COUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Capital V LLC Address: 1815 Laurel Ave city: Southold st: NY zip: 11971 Building Permit#: 50630 Section: 56 Block: 1 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Vue Electric License No: 5230ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage ix I Dock 4 Service 1 ph X In-wall Heater Recpt 50 Ceiling Fixtures 17 Smoke Detectors 4 Pump Service 3 ph Hot Water Gas GFCI Recpt 23 Wall Fixtures 12 CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 77 Combo Smoke/CO 3 Transformer Sub Panel - A/C Blower 2 Range Recpt Gas Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt Gas UC Lights . Fridge 1 AutoCover ARC Blower Heads Switches 65 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI 14 ERV 1 Exit Lights Bath Exhaust 5 Hood 1 Dehumidifier Other Equipment: W/D (3), Floor Heat (2) Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: December 3, 2026 O��S�fEOL,��OG Town Hall Annex yam► Telephone(631)765-1802 54375 Main Road o !� P. O. Box 1179 y Southold, NY 11971-0959 l • y�ol BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Jed(0 (D Owner: M 0-i-rc-::-iM e CQ_e l fia I V I-L C (Please print) i Plumber:-Tr a"r -I-. C""e�t k �nc_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of UecE,y-lber , 20 Z5 A �. Notary Public, St - 1k County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01AU0019644 Qualified in Suffolk County Commission Expires J��nuary 9,2028 s SOUIyO� � # * LDIN T. N � T N.OF OUTHO BUI GDEP 631-765-1802 INSPECTION [ ] . FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /-STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: ' QsU C 0 n DATES INSPECTOR ' OF SOUTyOIo �0 / l # TOWN 6F SOUTHOLD BUILDING DEPT. i'oorm,�'''� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE 7KS: 1#10 ke e' C/o f 0 C, A C- g -3, M �o azlkkc L'-L)4 1�-I �24A Ir !�t L-�n fm u. e A- "J m v DATE INSPECTOR, OF SOUlyolo # # _TOWN OF SOUTHOLD BUILDING DEPT. 'ourm,�'' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST/ REBAR ] ROUGH PLBG. [ -] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA S: V� JllCiqmJre,-- Z6&ae) IQ DATE Y Y INSPECTOR qg so # # TO N OF SOUTHOLD BUILDING DEPT. cOUrn, 631-765-1802 6 o INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL PV [ ] FIREPLACE &CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]" PRE C/O [ ] RENTAL REMARKS: no o ✓ oN �w�1/ T t, 614A Lot wvl - � v� .z✓ w - ��- Am Avlwu Jugo co vokwic, so all r d"', DATE I N INSPECTO OF SOUTyolo -------- * # TOWN 8F SOUTHOLD BUILDING DEPT. IrlOU 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 01 ou�Llel�- k):06 CA 'A I PgA PA 4C �� DATE Z & INSPECTOR souryO� — # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR *OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. F"�o ►.��� 631-765-1802 roe ��o INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] --FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ,ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S '✓S yldmr ft DATE INSPECTOR 01 9&W/& APEX Energy Ratings NY y 228 Park Ave S#617693,New York,NY 10003 631-310-2147 1 631-626-3759 APEX apexenergyratingsny@gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned with 2018IECC,as amended by the 2020 New York State Supplement(Sections R402,4.1.2&R403.3.4) _15.i&,.. Test Address:1815 Laurel Avenue Completed By:Marvin Murillo HERS Rater ID#: 1377176 Southold,NY 11971 APEX Energy Ratings NY RESNET Rater ID #: Test Date: 12/4/2025 228 Park Ave S#617693 BPI#: Permit#:50630 New York, NY 10003 RFI#(if applicable): Compliance Pathway:Performance krr, �Building�Envelope5Tightness a Y rt# h '.4tg' _MWI fn`x -..:3�v .s :rs'Ek A.. b:,,ri+i ',v ««.� _�•�+� Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement 1st Floor 2,799 27,992 ❑ Conditioned Crawlspace ❑✓ Sealed Attic 2nd Floor 1,338 17,321 Attic 12,995 Testing Equipment: Total Volume: 58,3 Blower Door Model:Model 3 110V CFM @ 50 Pa: 1,930.8 ACH50 @ 50 Pa: 1.99 O Duct Tester Model:DG1000-15924 Last Calibration Date:Feb 14, 2024 Code Compliance: Pass "G "A' Duct Tightness rt: QUO. WO System 1: 1st Floor System 2:2nd Floor Type of Duct Test: Duct Location:Unconditioned Basement Duct Location:Sealed Attic Floor area served(ft2):2,799 Floor area served(fe):1,338 El Rough-in with air handler Leakage @ 25 Pa(CFM):102.0 Leakage @ 25 Pa(CFM):N/A ❑ Rough-in without air handler I Leakage(CFM/100fe):3.64 Leakage(CFM/100ftZ):N/A Post-construction Code Compliance:Pass' Code Compliance:Exempt Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with the 2018 IRC and the 2020 New York State.Supplement(Section R402.4.1.2).Duct system leakage was verified in accordance with the 20 "IECC,as amended by the 2020 New York State Supplement(Section R403.3.4). Signature: Marvin Mun lo,APEX Energy Ratings NY AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 22,2025 Marratime Capital V LLC Residence 1815 Laurel Avenue Southold, NY 11971 Tax map #1000-56-1-1.2 To Whom It May Concern. Based on my inspection at the above address the foundation and rebar were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP P } °m Page 1 of 1 450 (5o A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 22, 2025 GK9 Marratime Capital V LLC Residence MAY 1 4 2025 1815 Laurel Avenue —� Southold, NY 11971 Tax map #1000-56-1-1.2 Er.''rfeMig rDepgrt',- c9 rf 1-own of To Whom It May Concern. Based on my inspection at the above address the framing and strappingwere installed perthe architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP ,,� :E® N3 C) o Y 012 t 4 D ®, 7405 CO) Page 1 of 1 4/15/26,4:43 PM Marrcon Development Corp.Mail-RE:[SPAM]-Re:1955 and 1815 Laurel Ave-native planting review,Southold.(aka Messina C... Dino Marra<dino.marra@marrcon.com> RE: [SPAM] - Re: 1955 and 1815 Laurel Ave - native planting review, Southold. (aka Messina Conservation Subdiv) 2 messages F<Jbrian.cummings@town.southold.ny.us> nza, Heather<heather.lanza@town.southold.ny.us> Fri,Jan 9,2026 at 11:56 AM : Dino Marra<dino.marra@marrcon.com> : Daniel Marra<marrconllc@gmail.com>, "Jarski, John"<johnj@southoldtownny.gov>, "Michaelis, Jessica" ssica.michaelis@town.southold.ny.us>, "Westermann, Caitlin"<caitlinw@southoldtownny.gov>, "Cummings, Brian A." Yes,it is. From: Dino Marra<dino.marra@marrcon.com> Sent: Friday,January 9, 2026 11:45 AM To: Lanza, Heather<heather.lanza@town.south old.ny.us> Cc: Daniel Marra <marrconllc@gmail.com>;Jarski,John<johnj@southoldtownny.gov>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us>;Westermann,Caitlin<caitlinw@southoldtownny.gov>; Cummings, Brian A.<brian.cummings@town.southold.ny.us> Subject: [SPAM] -Re: 1955 and 1815 Laurel Ave-native planting review,Southold. (aka Messina Conservation Subdiv) Heather- Is 1815 Laurel Ave(lot 4)ok as well? Regards, Dino Marra Chief Financial Officer Man-con Development Corp. M: 516-946-2355 E:dino.marra@marrcon.com W: marrcon.com MARR+CON DEVELOPMENT CORP https://mail.google.com/mail/u/O/?ik=52c73537ae&view=pt&search=all&permthid=thread-f:1853859116386164365&simpl=msg-f:18538591163861643... 1/5 A M P Arch itecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build December 23 2025 ��" Southold Town Building Department 54375 NY-25 '' ' DEC 2 4 2025 Southold, N.Y. 11971 A RE: Laurel Ave Residence (Lot 4) 1815 Laurel Ave Southold, NY 11971 SCTM #1000-56-01-01.2 Dear Southold Building Department, Enclosed please find the updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: Site Plan: - Updated pool location & layout - Updated septic location First floor: - Updated rear patio - Added concrete apron - Updated bathroom layout - Modified mudroom area - Modified entry way into kitchen - Updated door locations and schedule - Updated structure - Flipped the stairs Second Floor: - Updated window schedule and location - Updated bathroom layouts - Modified Laundry room layout - Relocated attic access hatch - Updated roof structure - Flipped the stairs - Flipped the laundry room layout Updated Pages Include: - G-001 -A-301 -S-104 U - A-101 -A-302 -S-105 - A-102 -A-401 - A-103 -A-402 - A-104 -A-403 - A-105 -S-101 Page 1 of 2 A M P Arch i t e ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build - A-201 -S-102 - A-202 -S-103 Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 Page 2 of 2 A®w�� �� COMMERCIAL AND,RESIDENTIAL �7 Fiberglass & Spray Foam Insulation INSULATION December 18, 2025 RE: Marrcon Development Corp. 1815 Laurel Ave Southold,NY Permit#: 50630 To Whom It May Concern: I, Jorge Sanchez, would like to inform that Sanchez Insulation Inc. has performed insulation work at the above-mentioned address. The following items were insulated: 2-inch close cell equivalent to R15 batt insulation and R19 unfaced insulation was used to insulate the attic rafters. 3-inch close cell equivalent to R21 batt insulation was used to insulate the attic kneewalls. 2-inch close cell equivalent to R15 batt insulation and R13 unfaced insulation was used to insulate the exterior walls. 2-inch close cell equivalent to R15 batt insulation was also used to insulate the blocking. R19 batt insulation was used to insulate the soundproof ceiling. R30x24 batt insulation was used to insulate the garage ceiling. 3-inch rockwool insulation and R19 batt insulation was used to insulate the basement ceiling. 2-inch close cell equivalent to R15 batt insulation and R30 batt insulation was used to insulate the overhang. This job also includes fire caulking and foam around the windows and doors.,This job follows the approved plans from the town. If there are any further questions,please feel free to contact me at (631) 960-8700. Sincerely, JorgefSanch4r Vice-President 1 1614 Manatuck Blvd Bay Shore, NY 11706 CELL 631 . 960 . 8700 OFFICE 631 . 665 . 1353 ``FAX 631 . 617 , 5977 1815 Laurel Ave (Lot 4) HVAC Load Calculations for Dino Marra Laurel Ave Lot 4 Southold NY 11971 URN 0 - E-P -5,0m, rra Pi Ilft fXVIVAC HVA LoA s Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Tuesday,January 16,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial'HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel.Ave(L6t'4) bay Shore NY 11706MO Pa e2 Load Preview Report Has Net Rec f n Sen Lat Net Sen H� ICIC g FYt Scope AED Ton Ton /Ton Area ..in Gain Gain Loss CFM CFM CFM Building 3.86' 4.37 837- 3,664 39,373' 6,906i 46,279` 67,75T 829; 1,755--1,755 System llst Floor System _ Yes 2.75 3.10 750 2325 27897: 33020 49258' 615! 1�52 1,252 5123• _ Venhlaton 428. 821; 1249 2,041 30i 30 30 Supply Duct Latent _-Return Duct 01 3i 3• 31 Zone 1 2,325 27,469i 3,7561 31,225 47,214• 615i 142 1252 1-1 st FI Den 222. 3,839. 414' 4,253' 6,452 84; 175 175 2-1 st FI Stairs/Povxder Room 272 3,579; 292 3,871' 4,657'' 61• 163 163 3-1st Floor Pantry/Hal l 160, 1,257 2591 1,516, 3,571 46; 57 57 4-1stFlFoyer 294 3,534' 2281, 3,762; 5,317 69, 161 161 5-1 st Fl Mchen/Great Room 623' 4,796 - 6-- -- -- -- - - - - - -- - 1,502! 6,298- 8,754, 114' 219 219 6-1 st FI Bedroom#1/Bathroom#1 526' 8,281 778 9,059 13,814. 180; 377 377 7-1 st FI Bedroom#2/Bathroom#2 229 2,182 283. 2,465 4,649 61 99 99 System 2 2nd Floor System Yes 1.10 128 1,050 1,339 11,476! 1,7831 13,259i 18,498� 214. 503 503 Ventlaton 428; 821• 1949 2,041, 30j 30 30 Zone 1 1,339' 11,048 962 12,010 16,457 214, 503 503 8-2nd A Bedroom#3 269 2,394 172 2,566 3,056 40, 109 109 9-2ndFl Bathroom#3 189• 1,393, 235 1,628 3,671 48 63 63 10.2nd FI Bedroom#4/Bathroom#4 320 2,715 229 2,944 3,718 48; 124 124 11-2ndFlFamil Room Laundry 406 618 101 719 -- - y _ _ -ry - 1,712 22 28 28 12-2nd FI Stairs 155 3,928; 225 4,15& 4,300 56 179 179 l C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingE 1815 Laurel Ave(Lot 4) BayShore,NY 11706 Page 3 System 1 - 1st Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000 40,000 30,000 28.0%.Diff.from Avg. m c C'3 Z6 20,000 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 ® Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 28.0%. 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 l Page 4 System 2 - 2nd Floor System - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 20,000 15,000 s m 10,000 27.8% Diff.from Avg. 0 a� 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 27.8%. AED Excursion (amount by which peak exceeds 1.3 x average):0 Btuh Definition: A system has adequate'exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 0 1815 Laurel Ave(Lot 4) BayShore,NY 11706 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain V: Glazing- 145.8 2,896 0 3,716 3,716 AT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 55.5 1,101 0 2,325 2,325 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36.4 723 0 1,524 1,524 E:Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.1 240 0 ;506 506 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 111 2,202 0 2,668 2,668 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.5 368 0 220 220 101 glass: Glazing-French door, .28/.32, U-value 0.32, 55.2 1,095 0 1,425 1-,425 SHGC 0.4 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 7.3 144 0 86 86 N:Glazing-.28/.32, U-value 0.32, SHGC 0.4 19.7 392 0 234 234 M: Glazing-.28/.32, U-value 0.32, SHGC 0.4 6.1 122 0 73 73 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 214 103: Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,521 1,521 0.4 102:Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,648 1,648 0.4 JT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 214 L: Glazing- 25.2 500 0 1,054 1,054 K: Glazing- 4.6 92 0 194 194 D: Glazing- 50..1 993 0 2,100 2,100 HT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.9 216 0 129 129 P: Glazing-.28/.32, U-value 0.32, SHGC 0.4 16.5 328 0 692 692 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.5 209 0 441 441 S: Glazing-.28/.32, U-value 0.32, SHGC 0.4 4.7 93 0., 195 195 T: Glazing-.28/.32, U-value 0.32, SHGC 0.4 6 119 0 251 251 U: Glazing-.28/.32, U-value 0.32, SHGC 0.4 4.7 93 0 195 195 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530 0 2,574 2,574 CT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530 0 2,439 2,439 106: Door-R5 Door, U-value 0.2 21.3 265 0 102 102 101: Door-R5 Door, U-value 0.2 12.8 158 0 61 61 R25:Wall-Frame, Custom, R25, U-value 0.054 3564.2 11,934 0 4,210 4,210 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 2880.7 4,466 0 2,736 2,736 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.025 R30 Frame: Floor-Over enclosed crawl space, Custom, 2286.1 4,128 0 864 864 R30,, U-value 0.036 Subtotals for structure: 39,827 0 34,611 34,611 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,274 545 819 1,364 Infiltration:Winter CFM: 302, Summer CFM: 136 20,573 3,718 1,937 5,655 Ventilation: Winter CFM: 60, Summer CFM:60 4,082 1,643 856 2,499 Total Building Load Totals: 67,757 6,906 39,373 46,279 Check Figures Total Building Supply CFM: 1,755 CFM Per Square ft.: 0.479 Square ft. of Room Area: 3,664 Square ft. Per Ton: 837 Volume (W): 39,458 Building Loads Total Heating Required Including Ventilation Air: 67,757 Btuh 67.757 MBH Total Sensible Gain: 39,373 Btuh 85 % Total Latent Gain: 6,906 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,279 Btuh 3.86 Tons (Based On Sensible+ Latent) 4.37 Tons (Based On 75%Sensible Capacity) C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) io Bay Shore NY 11706 Page 6 Total Buildin Summary Loads cont'd Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 7 Building Bar Graph 25,000 20,000 15,000 Building Loss 67,757 10,000 Btu h 5,000 to I �� 0 Floor 6% Wall 18% Door 1% Infiltration 30% Roof 7% Glass 28% ' Ductwork 5% Ventilation 6% 30,000 25,000 20,000 Building 15,000 Gain 46,279 Btu 10,000 5,000 0 Floor 2% Wall 9% Door 0% Ductwork 3% Ventilation 5% Roof 6% Glass 58% People 5% Infiltration 12% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM ' r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 r Page 8 System 1 1st Floor System Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain V: Glazing- 145.8 2,896 0 3,716 3,716 AT:Glazing-.28/.32, U-value 0.32, SHGC 0.4 55.5 1,101 0 2,325 2,325 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.9 276 0 582 582 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.1 240 0 506 506 A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 111 2,202 0 2,668 2,668 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.5 368 0 220 220 101 glass:Glazing-French door, .28/.32, U-value 0.32, 55.2 1,095 0 1,425 1,425 SHGC 0.4 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 7.3 144 0 86 86 N: Glazing-.28/.321 U-value 0.32, SHGC 0.4 19.7 392 0 234 234 M: Glazing-.28/.32, U-value 0.32, SHGC 0.4 6.1 122 0 73 73 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 '214 103:Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,521 1,521 0.4 102: Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,648 1,648 0.4 JT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 214 L: Glazing- 25.2 500 0 1,054 1,054 K: Glazing- 4.6 92 0 194 194 D: Glazing- 50.1 993 0 2,100 2,100 HT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.9 216 0 129 129 106: Door-R5 Door, U-value 0.2 21.3 265 0 102 102 101: Door-R5 Door, U-value 0.2 12.8 158 0 61 61 R25:Wall-Frame, Custom, R25, U-value 0.054 2342.5 7,843 0 2,752 2,752 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1541.7 2,389 0 1,465 1,465 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.025 R30 Frame: Floor-Over enclosed crawl space, Custom, 2048.6 3,699 0 775 775 R30, U-value 0.036 Subtotals for structure: 28,881 0 24,064 24,064 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,274 545 819 1,364 Infiltration:Winter CFM: 221, Summer CFM: 101 15,062 2,756 1,436 4,192 Ventilation: Winter CFM:30, Summer CFM:30 2,041 821 428 1,249 System 1 1st Floor System Load Totals: 49,258 5,123 27,897 33,020 Check Figures Supply CFM: 1,252 CFM Per Square ft.: 0.538 Square ft. of Room Area: 2,325 Square ft. Per Ton: 750 Volume (W):", 27,407 S stem Loads Total Heating Required Including Ventilation Air: 49,258 Btuh 49.258 MBH Total Sensible Gain: 27,897 Btuh 84 % Total Latent Gain: 5,123 Btuh 16 % Total Cooling Required Including Ventilation Air: 33,020 Btuh 2.75 Tons (Based On Sensible+ Latent) 3.10 Tons (Based'On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 11706 Eio page 9 System 2 2nd Floor System Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain P: Glazing-.28/.32, U-value 0.32, SHGC 0.4 16.5 328 0 692 692 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.5 209 0 441 441 S: Glazing-.28/.32, U-value 0.32, SHGC 0.4 4.7 93 0 195 195 T:Glazing-.28/.32, U-value 0.32, SHGC 0.4 6 119 0 251 251 U: Glazing-.28/.32, U-value 0.32, SHGC 0.4 4.7 93 0 195 195 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530 0 2,574 2,574 CT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530 0 2,439 2,439 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 22.5 447 0 942 942 R25: Wall-Frame, Custom, R25, U-value 0.054 1221.7 4,091 0 1,458 1,458 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1339 2,077 0. 1,271 1,271 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.025 R30 Frame: Floor-Over enclosed crawl space, Custom, 237.5 429 0 89 89 R30, U-value 0.036 Subtotals for structure: 10,946 0 10,547 10,547 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 81, Summer CFM:35 5,511 962 501 1,463 Ventilation:Winter CFM: 30, Summer CFM: 30 2,041 821 428 1,249 System 2 2nd Floor System Load Totals: 18,498 1,783 11,476 13,259 Check Figures Supply CFM: 503 CFM Per Square ft.: 0.376 Square ft. of Room Area: 1,339 Square ft. Per Ton: 1,050 Volume (ft3): 12,051 System Loads Total Heating Required Including Ventilation Air: 18,498 Btuh 18.498 MBH Total Sensible Gain: 11,476 Btuh 87 % Total Latent Gain: 1,783 Btuh 13 % Total Cooling Required Including Ventilation Air: 13,259 Btuh 1.10 Tons (Based On Sensible+ Latent) 1.28 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D,and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM EAb vac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. erdeen Building Consulting 1815 Laurel Ave(Lot 4) Shore NY 11706 MO Page 10 System 1 1st Floor S stem Bar Graph 20,000 15,000 System 1 1st Floor 10,000 System Loss 49,258 5,000 Btuh 0 Floor 8% Wall 16% Door 1% Infiltration 31% Roof 5% Glass 29% Ductwork 7% Ventilation 4% 20,000 15,000 System 1 1st Floor 10,000 System Gain 33,020 Btu h 59000 0 Floor 2% Wall 8% Door 0% Ductwork 4% Ventilation 4% Roof 4% Glass 57% People 7% Infiltration 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 11706 Mio Page 11 System 2 2nd Floor System Bar Graph 6,000 5,000 `System 4,000 2 2nd Floor 3,000 System Loss 2,000 18,498 Btuh 1,000 0 Floor 2% Wall 22% Infiltration 30% Roof 11% Glass 24% Ventilation 11% 8,000 6,000 System 2 2nd Floor 4,000 System Gain 13,259 2,000 Btu h 0 Floor 1% Wall 11% Infiltration 11% Roof 10% Glass 58% Ventilation 9% l C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bayo Shore,NY 11706 Page 12 Manual S Performance Data - System 1 - 1st Floor System Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 27.897 Outdoor Wet Bulb: 71 Latent Gain: 5.123 Indoor Dry Bulb: 70 Total Gain: 33.020 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 49.258 Indoor Dry Bulb: 72 Entering Dry Bulb: 69.0 Indoor RH: 30 Supply Airflow: 615 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity:48.000, Manufacturer: RHEEM L Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 27.897 129% Latent Capacity: 12.000 5.123 234% Total Capacity: 48.000 33.020 145% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity:48.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 48.000 49.258 97% i 1 1 .A C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 13 Manual S Performance Data - System 2 - 2nd Floor System Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 11.476 Outdoor Wet Bulb: 71 Latent Gain: 1.783 Indoor Dry Bulb: 70 Total Gain: 13.259 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 18.498 Indoor Dry Bulb: 72 Entering Dry Bulb: 63.3 Indoor RH: 30 Supply Airflow: 214 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Nominal Capacity:36.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 27.000 11.476 235% Latent Capacity: 9.000 1.783 505% Total Capacity: 36.000 13.259 272% Heating: Model Type: Natural Gas Furnace, Model: , Nominal Capacity: 36.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 36.000 18.498 195% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 117.06 Page 14 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 13,000 ... .. ......... ..... .........................................................v................... 12,000 ......................... . ................. ......... .............................. 11,000 ............................................ ............. ............................ 10,000 ..... ................................ .................... ............. 9,000 ...... ..... ................... ... ................. .. ................. ................... ..... 8,000 ................................................................................... ............ t m 7,000 ................. ........... .......... ....... ............................................... 0 6,000 ............ .......... .............................................................. 5,000 .......................... ... ..... ......................... ....... ..... 4,000 . .... ..... ..... .. .................. ..................... ....... 3,000 ..... ......... . .... ... ..................... .......... .... 2,000 ..... .......... .......................................................... 1,000 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 1 st Fl Den(65°/4 —tiF- 1 st Fl Stairs/ Powder Room(750/4 1 st Floor Pantry/ Hall(33/4 �— 1 st FI Foyer(70/4 1 st Fl Kitchen/ Great Room(411/4 �+— 1 st Fl Bedroom#1 / Bathroom#1 (68%) 1 st Fl Bedroom#2/ Bathroom#2(55%) 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting ON 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 15 S stem 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 6,000 ..... . ............................... . . ............ . . .......... .. .............. .... . ............ 5,000 .......... .................... ............................... .............................. .... 4,000 ...... . ......................................... ........... Q t m 3,000 ..... ...................... . . ........................... ..... . .... C7 d Z 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 Fl Bedroom#3(691/o) �— 2nd A Bathroom#3(39%) —sk 2nd Fl Bedroom#4 / Bathroom#4(66%) —� 2nd Fl Family Room/ Laundry(0%) 2nd Fl Stairs(810/d 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. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 16 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain V:Glazing- 145.8 2,896 0 3,716 3,716 AT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 55.5 1,101 0 2,325 2,325 BT:Glazing-.28/.32, U-value 0.32, SHGC 0.4 13.9 276 0 582 582 E:Glazing-.28/.32, U-value 0.32, SHGC 0.4 12.1 240 0 506 506 A:Glazing-.28/ .32, U-value 0.32, SHGC 0.4 111 2,202 0 2,668 2,668 B:Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.5 368 0 220 220 101 glass: Glazing-French door, .28/.32, U-value 0.32, 55.2 1,095 0 1,425 1,425 SHGC 0.4 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 7.3 144 0 86 86 N: Glazing-.28/.32, U-value 0.32, SHGC 0.4 19.7 392 0 234 234 M: Glazing-.28/.32, U-value 0.32, SHGC 0.4 6.1 122 0 73 73 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 214 103:Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,521 1,521 0.4 102: Glazing-French door, .28/.32, U-value 0.32, SHGC 80 1,587 0 1,648 1,648 0.4 0 JT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18 358 0 214 214 L: Glazing- 25.2 500 0 1,054 1,054 K: Glazing- 4.6 92 0 194 194 D: Glazing- 50.1 993 0 2,100 2,100 HT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.9 216 0 129 129 106: Door-R5 Door, U-value 0.2 21.3 265 0 102 102 101: Door-R5 Door, U-value 0.2 12.8 158 0 61 61 R25: Wall-Frame, Custom, R25, U-value 0.054 2342.5 7,843 0 2,752 2,752 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1541.7 2,389 0 1,465 1,465 Deck and Ceiling or Foam Encapsulated Roof Joists, - Custom, R49 in rafters, U-value 0.025 R30 Frame: Floor-Over enclosed crawl space, Custom, 2048.6 3,699 0 775 775 R30, U-value 0.036 Subtotals for structure: 28,881 0 24,064 24,064 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,271 0 819 819 Infiltration:Winter CFM: 221, Summer CFM: 101 15,062 2,756 1,436 4,192 System 1, Zone 1 Load Totals: 47,214 3,756 27,469 31,225 Check Figures Supply CFM: 1,252 CFM Per Square ft.: 0.538 Square ft. of Room Area: 2,325 Square ft. Per Ton: 814 Volume (ft3): 27,407 Zone Loads Total Heating Required: 47,214 Btuh 47.214 MBH Total Sensible Gain: 27,469 Btuh 88 % Total Latent Gain: 3,756 Btuh 12 % Total Cooling Required: 31,225 Btuh 2.60 Tons (Based On Sensible + Latent) 2.86 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 17 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain P: Glazing-.28/.32, U-value 0.32, SHGC 0.4 16.5 328 0 692 692 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 10.5 209 0 441 441 S:Glazing-.28/.32, U-value 0.32, SHGC 0.4 . 4.7 93 0 195 195 T: Glazing-.28/ .32, U-value 0.32, SHGC 0.4 6 119 0 251 251 U: Glazing-.28/.32, U-value 0.32, SHGC 0.4 - 4.7 93 0 195 195 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530! 0 2,574 2,574 CT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 77.1 1,530 0 2,439 2,439 BT: Glazing-.28/.32, U-value 0.32, SHGC 0.4 22.5 447 0 942 942 R25:Wall-Frame, Custom, R25, U-value 0,054 1221.7 4,091 0 1,458 1,458 R49 in rafters: Roof/Ceiling-Roof Joists Between Roof 1339 2,077 0 1,271 1,271 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R49 in rafters, U-value 0.025 R30 Frame: Floor-Over enclosed crawl space, Custom, 237.5 429 0 89 89 R30, U-value 0.036 Subtotals for structure: 10,946 0 10,547 10,547 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 81, Summer CFM:35 5,511 962 501 1,463 System 2, Zone 1 Load Totals: 16,457 962 11,048 12,010 Check Figures Supply CFM: 503 CFM Per Square ft.: 0.376 Square ft. of Room Area: 1,339 Square ft. Per Ton: 1,226 Volume (ft3): 12,051 Zone Loads Total Heating Required: 16,457 Btuh 16.457 MBH Total Sensible Gain: 11,048 Btuh 92 % Total Latent Gain: 962 Btuh 8 % Total Cooling Required: 12,010 Btuh 1.00 Tons (Based On Sensible+ Latent) 1.09 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions., C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) io Bay Shore,NY 11706 Page 18 System 1, Zone 1 Bar Graph 20,000 15,000 System 1 , Zone 10,000 1 Loss 47,214 Btuh 5,000 0 Floor 8% Wall 17% Door 1% Infiltration 32% Roof 5% Glass 31% Ductwork 7% 20,000 15,000 System 1 , Zone 105000 1 Gain 31 ,225 Btuh 5,000 0 Floor 2% Wall 9% Door 1% Ductwork 3% Roof 5% Glass 61% People 7% Infiltration 13% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Milo Page 1.9 System 2, Zone 1 Bar Graph 6,000 5,000 4,000 System 2, Zone 3,000 1 ' Loss 16,457 2,000 Btuh 1,000 0 Floor 3% Wall 25% Infiltration 33% Roof 13% Glass 26% 8,000 6,000 System 2, Zone 4,000 1 Gain 12,010 Btuh 2,000 0 Floor 1% Wall 12%. Infiltration 12% Roof 11% Glass 64% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 1815 Laurel Ave Lot 4 Aberdeen Building Consulting ( ) Bay Shore,NY 11706 Page 20 Detailed Room Loads - Room 1 - 1st FI Den (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 222.0 sq.ft. Supply Air: 175 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 2,220 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 87 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 642 ft./min. Percent of Supply: 2 % Runout Air Velocity: 642 ft./min. Actual Winter Infil.: 33 CFM Actual Loss: 0.341 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -lJ Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 11.2 X 10 97.2 0.054 3.3 325- 1.2 0 116 S-Wall-R25 10.9 X'10 80.2 0:054 3.3 268 1.2 0 96 SE-Wall-R25 8.6 X 10 42.3 0.054 3.3 142 1.2 0 51 W -Wall-R25 16 X 10 160 0.054 3.3 536 1.2 0 191 E-GIs-V shgc-0.4'0%S 14.5 0.320 19.8 288 41.9 0 608 S-GIs-V shgc-0.4 0%S (2) 29 0.320 19.8 576 20.6 0 598 SE-GIs-V shgc-0.4 0%S (3) 43.5 0.320 19.8 864 35.7 0 1,554 UP-Roof-R49 in rafters 222 X 1 222 0.025 1.6 344 1.0 0 211 Floor-1130 Frame 1 X 222 222 0.036 1.8 401 0.4 0 84 Subtotals for Structure: 3,744 0 3,509 Infil.:Win.:33.2, Sum.: 15.1 467 4.845 2,261 0.463 414 216 Ductwork: 447 114 Room Totals: 6,452 414 3,839 r C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting OR 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 21 Detailed Room Loads - Room 2 - 1st FI Stairs/Powder Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 13.6 ft. Zone Number: 1 Area: 271.7 sq.ft. Supply Air: 163 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 2,717 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 82 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 598 ft./min. Percent of Supply: 2 % Runout Air Velocity: 598 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.296 in.wg./100 ft. Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 2.1 X 10 20.8 0.054 3.3 70 1.2 0 25 E-Wall-R25 13.6 X 10 66.5 0.054 3.3 223 1.2 0 79 N -Wall-R25 12.5 X 10 125 0.054 3.3 419 1.2 0 149 W -Wall-R25 4.8 X 10 47.5 0.054 3.3 159 1.2 0 57 E-GIs-AT shgc-0.4 0%S (3) 55.5 0.320 19.8 1,101 41.9 0 2,325 E-GIs-BT shgc-0.4 0%S (3) 13.9 0.320 19.8 276 42.0 0 582 Floor-R30 Frame 13.6 X 20 271.7 0.036 1.8 491 0.4 0 103 Subtotals for Structure: 2,739 0 3,320 Infil.:Win.: 23.4, Sum.: 10.7 329 4.846 1,595 0.462 292 152 Ductwork: 323 107 Room Totals: 4,657 292 3,579 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 11706 E Page 22 Detailed Room Loads - Room 3 - 1 st Floor Pantry/Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 7.3 ft. Zone Number: 1 Area: 159.5 sq.ft. Supply Air: 57 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 1,595 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 57 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 657 ft./min. Percent of Supply: 2 % Runout Air Velocity: 657 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.488 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 7.2 X 10 60.4 0.054 3.3 202 0.5 0 28 S-Wall-R25 22 X 10 198.7 0.054 3.3 665 1.2 0 237 S-Door-106 2.7 X 8 21.3 0.200 12.4 265 4.8 0 102 W -GIs-E shgc-0.4 0%S 12.1 0.320 19.8 240 41.9 0 506 UP-Roof-R49 in rafters 22 X 7.2 159.5 0.025 1.6 247 1.0 0 152 Floor-R30 Frame 7.2 X 22 159.5 0.036 1.8 288 0.4 0 60 Subtotals for Structure: 1,907 0 1,085 Infil.: Win.:20.8, Sum.: 9.5 293 4.844 1,417 0.462 259 135 Ductwork: 247 37 Room Totals: 3,571 259 1,257 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Milo Page 23 Detailed Room Loads - Room 4 - 1st FI Foyer Avera a Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.4 ft. System Number: 1 Room Width: 25.8 ft. Zone Number: 1 Area: 294.0 sq.ft. Supply Air: 161 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 2,940 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 81 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 591 ft./min. Percent of Supply: 2 % Runout Air Velocity: 591 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.2.89 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 25.8 X 10 143.3 0.054 3.3 480 1.2 0 171 E-Door-101 7.7 X 1.7 12.8 0.200 12.4 158 4.8 0 61 . E-GIs-A shgc-0.4 39%S (2) 37 0.320 19.8 734 30.1 0 1,114 E-GIs-B shgc-0.4 100%S (2) 9.2 0.320 19.8 184 11.9 0 110 E-GIs-101 glass shgc-0.4 53%S 55.2 0.320 19.8 1,095 25.8 0 1,425 UP-Roof-R49 in rafters 13 X 25.8 334.8 0.025 1.6 519 1.0 0 318 Floor-R30 Frame 25.8 X 11.4 294 0.036 1.8 531 0.4 0 111 Subtotals for Structure: 3,701 0 3,310 Infil.:Win.: 18.3, Sum.:8.3 258 4.847 1,248 0.462 228 119 Ductwork: 368 1. 105 Room Totals: 5,317 228 3,534 r C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bav Shore NY 11706 Milo Pa a 24 Detailed Room Loads.- Room 5 - 4st FI Kitchen/Great Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1- Room Length: 17.9 ft. System Number: 1 Room Width: 34.8 ft. Zone Number: 1 Area: 622.6 sq.ft. Supply Air: 219 CFM Ceiling Height: 13.3 ft. Supply Air Changes: 1.6 AC/hr Volume: 8,281 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 109 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 556 ft./min. Percent of Supply: 2 % Runout Air Velocity: 556 ft./min. Actual Winter Infil.: 40 CFM Actual Loss: 0.200 in.wg./100 ft. Actual Summer Infil.: 18 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-R25 34.8 X 10.8 242.4 0.054 3.3 812 1.2 0 289 N -Wall-R25 17.9 X 10.8 155.6 0.054 3.3 521 1.2 0 186 W -GIs-F shgc-0.4 100%S (2) 7.3 0.320 19.8 144 11.9 0 86 W -GIs-N shgc-0.4 100%S (2) 19.7 0.320 19.8 392 11.9 0 234 W -GIs-M shgc-0.4 100%S 6.1 0.320 19.8 122 11.9 0 73 W -GIs-J shgc-0.4 100%S 18 0.320 19.8 358 11.9 0 214 N -GIs-A shgc-0.4 100%S (2) 37 0.320 19.8 734 11.9 0 440 W -GIs-103 shgc-0.4 76%S 80 0.320 19.8 1,587 19.0 0 1,521 UP-Roof-R49 in rafters 5.4 X 13 70.4 0.025 1.6 109 1.0 0 67 Floor-R30 Frame 19.3 X 17.9 346.4 0.036 1.8 625 0.4 0 131 Subtotals for Structure: 5,404 0 3,241 Infil.: Win.:40.3, Sum.: 18.3 566 4.845 2,743 '0.463 502 262 Ductwork: 607 143 People: 200]at/per, 230 sen/per: 5 1,000 1,150 Room Totals: 8,754 1,502 4,796 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 25 Detailed Room Loads - Room 6 - 1st F1 Bedroom #1 /Bathroom #1 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 27.9 ft. System Number: 1 Room Width: 18.8 ft. Zone Number: 1 Area: 525.8 sq.ft. Supply Air: 377 CFM Ceiling Height: 14.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 7,361 cu.ft. Req. Vent. Clg: 0 CFM Number,of Registers: 4 Actual Winter Vent.: 9 CFM Runout Air: 94 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 480 ft./min. Percent of Supply: 2 % Runout Air Velocity: 480 ft./min. Actual Winter Infil.: 62 CFM Actual Loss: 0.149 in.wg./100 ft. Actual Summer Infil.: 28 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 27.9 X 11.8 189.2 0.054 3.3 633 1.2 0 226 N-Wall-R25 27.9 X 11.8 310 0.054 3.3 1,038 1.2 0 370 W -Wall-R25 18.8 X 11.8 141.4 0.054 3.3 473 1.2 0 169 S-GIs-V shgc-0.4 100%S (2) 29.4 0.320 19.8 584 11.9 0 350 S-GIs-102 shgc-0.4 0%S 80 0.320 19.8 1,587 20.6 0 1,648 N -GIs-JT shgc-0.4 100%S 18 0.320 19.8 358 11.9 0 214 W -GIs-L shgc-0.4 0%S (2) 25.2 0.320 19.8 500 41.9 0 1,054 W -GIs-K shgc-0.4 0%S 4.6 0.320 19.8 92 42.0 0 194 W -GIs-D shgc-0.4 0%S (3) 50.1 0.320 19.8 993 41.9 0 2,100 S-GIs-V shgc-0.4 0%S (2) 29.4 0.320 19.8 584 20.6 0 606 UP-Roof-R49 in rafters 27.9 X 18.8 525.8 0.025 1.6 815 1.0 0 499 Floor-1130 Frame 18.8 X 27.9 525.8 0.036 1.8 949 0.4 0 199 Subtotals for Structure: 8,606 0 7,629 Infil.:Win.: 62.5, Sum.: 28.4 877 4.845 4,251 0.462 778 405 Ductwork: 957 247 Room Totals: 13,814 778 89281 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building ConsultingE 1815 Laurel Ave(Lot 4) io Bay Shore,NY 11706 Pa a 26 Detailed Room Loads - Room 7- 1 st F/Bedroom #2/Bathroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.9 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 1 Area: 229.3 sq.ft. Supply Air: 99 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 2,293 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 99 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 506 ft./min. Percent of Supply: 2 % Runout Air Velocity: 506 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.166 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 21 X 10 163.8 0.054 3.3 548 1.2 0 195 N-Wall-R25 10.9 X 10 98.3 0.054 3.3 329 1.2 0 117 E-GIs-A shgc-0.4 39%S (2) 37 0.320 19.8 734 30.1 0 1,114 E-GIs-B shgc-0.4 100%S (2) 9.2 0.320 19.8 184 11.9 0 110 N-GIs-HT shgc-0.4 100%S 10.9 0.320 19.8 216 11.8 0 129 UP-Roof-R49 in rafters 10.9 X 21 229.3 0.025 1.6 355 1.0 0 218 Floor-1330 Frame 21 X 10.9 229.3 0.036 1.8 414 0.4 0 87 Subtotals for Structure: 2,780 0 1,970 Infil.:Win.:22.7, Sum.: 10.3 319 4.847 1,547 0.461 283 147 Ductwork: 322 65 Room Totals: 4,649 283 2,182 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 Page 27 Detailed Room Loads - Room 8 - 2nd FI Bedroom #3 (Average Load Procedure General Calculation Mode: . Htg. &clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 2 Room Width: 21.5 ft. Zone Number: 1 Area: 268.8 sq.ft. Supply Air: 109 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 2,419 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 109 CFM Percent of Supply.: 5 % Runout Duct Size: 6 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 556 ft./min. Percent of Supply: _ 6 % Runout Air Velocity: 556 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.199 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 21.5 X 9 151.1 0.054 3.3 506 1.2 0 180 S-Wall-R25 7.2 X 9 64.5 0.054 3.3 216 1.2 0 77 W -GIs-P shgc-0.4 0%S (2) 16.5 0.320 19.8 328 41.9 0 692 W -GIs-Q shgc-0.4 0%S 10.5 0.320 19.8 209 41.9 0 441 W -GIs-S shgc-0.4 0%S 4.7 0.320 19.8 93 41.8 0 195 W -GIs-T shgc-0.4 0%S 6 0.320 19.8 119 41.8 0 251 W -GIs-U shgc-0.4 0%S 4.7 0.320 19.8 93 41.8 0 195 UP-Roof-R49 in rafters 12.5 X 21.5 268.8 0.025 1.6 417 1.0 0 255 Floor-1330 Frame 5.4 X 9 48.8 0.036 1.8 88 0.4 0 18 Subtotals for Structure: 2,069 0 2,304 Infil.:Win.: 14.5, Sum.: 6.3 258 3.826 987 0.349 172 90 Room Totals: 3,056 172 2,394 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 11706 Page 28 Detailed Room Loads - Room 9 - 2nd FI Bathroom #3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.5 ft. System Number: 2 Room Width: 16.4 ft. Zone Number: 1 Area: 188.8 sq.ft. Supply Air: 63 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 1,699 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air: 63 CFM Percent of Supply.: 11 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 466 ft./min. Percent of Supply: 6 % Runout Air Velocity: 466 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.181 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-R25 16.4 X 9 147.8 0.054 3.3 495 1.2 0 176 S-Wall-R25 11.5 X 9 72.7 0.054 3.3 243 1.2 0 87 W -Wall-R25 11.2 X 9 101.2 0.054 3.3 339 1.2 0 121 S-GIs-C shgc-0.4 0%S (2) 30.8 0.320 19.8 612 20.6 0 636 UP-Roof-R49 in rafters 11.5 X 16.4 188.8 0.025 1.6 293 1.0 0 179 Floor-R30 Frame 16.4 X 11.5 188.8 0.036 1.8 341 0.4 0 71 Subtotals for Structure: 2,323 0 1,270 Infil.: Win.: 19.8, Sum.: 8.6 353 3.824 1,348 0.349 235 123 Room Totals: 3,671 235 1,393 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore,NY 11706 io E Page 29 Detailed Room Loads - Room 10 - 2nd Fl Bedroom #4 /Bathroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 2 Room Width: 25.6 ft. Zone Number: 1 Area: 319.8 sq.ft. Supply Air: 124 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 2,878 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 62 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 454 -ft./min. Percent of Supply: 6 % Runout Air Velocity: 454 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-R25 25.6 X 9 184 0.054 3.3 616 1.2 0 220 N-Wall-R25 12.5 X 9 112.5 0.054 3.3 377 1.2 0 134 W -GIs-C shgc-0.4 0%S (3) 46.2 0.320 19.8 918 41.9 0 1,938 UP-Roof-R49 in rafters 12.5 X 25.6 319.8 0.025 1.6 496 1.0 0 304 Subtotals for Structure: 2,407 0 2,596 Infil.:Win.: 19.3, Sum.:8.4 343 3.825 1,311 0.347 229 119 Room Totals: 3,718 229 2,715 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. .Aberdeen Building Consulting 0 1815 Laurel Ave(Lot 4) BayShore NY 11706 Page 30 Detailed Room Loads - Room 11 - 2nd FI Family Room/Laundry (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.9 ft. System Number: 2 Room Width: 27.3 ft. Zone Number: 1 Area: 406.5 sq.ft. Supply Air: 28 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 3,658 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 28 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 323 ft./min. Percent of Supply:, 6 % Runout Air Velocity: 323 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.120 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 8.4 X 9 75.8 0.054 3.3 254 1.2 0 90 E-Wall-R25 8.3 X 9 75 0.054 3.3 251 1.2 0 90 UP-Roof-R49 in rafters 14.9 X 27.2 406.5 0.025 1.6 630 1.0- 0 386 Subtotals for Structure: 1,135 0 566 Infil.:Win.: 8.5, Sum.:3.7 151 3.828 577 0.345 101 52 Room Totals: 1,712 101 618 C:\Users\rustr\Documents\Elite Software\Rhvac 9,Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706EioPage 31 Detailed Room Loads - Room 12 - 2nd FI Stairs (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 2 Room Width: 12.4 ft. Zone Number: 1 Area: 155.2 sq.ft. Supply Air: 179 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 7.7 AC/hr Volume: 1,397 cuA Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 89 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 456 ft./min. Percent of Supply: 6 % Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.135 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R25 12.5 X 9 97.1 0.054 3.3 325 2 0 116 N -Wall-R25 12.5 X 9 97.1 0.054 3.3 325 1-2 0 116 E -Wall-R25 12.4 X 9 43 0.054 3.3 144 1.2 0 51 S-GIs-CT shgc-0.4 0%S 15.4 0.320 19.8 306 20.6 0 318 N-GIs-CT shgc-0.4 100%S 15.4 -0.320 19.8 306 11.9 0 183 E-GIs-BT shgc-0.4 0%S (3) 22.5 0.320 19.8 447 41.9 0 942 E-GIs-CT shgc-0.4 0%S (3) 46.2- 0.320 19.8 918 41.9 0 1,938 UP-Roof-R49 in rafters 12.5 X 12.4 155.2 0.025 1.6 241 1.0 0 147 Subtotals for Structure: 3,012 0 3,811 Infil.:Win.: 18.9, Sum.:8.2 337 3.825 1,288 0.347 225 117 Room Totals: 4,300 225 3,928 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 LauretAve(LoY4) Bay Shore NY 1.1706 MOPa a 32 Room Cooling and Heating Loads Bar Graphs 1st FI Den 1st FI Stairs/Powder Room Cooling 1 st Floor Pantry/Hall 1st FI Foyer 1st FI Kitchen/Great Room 1 st FI Bedroom#1 /Bathroom#1 1 st FI Bedroom#2!Bathroom#2 2nd FI Bedroom#3 Heating 2nd FI Bathroom#3 2nd FI Bedroom#4 /Bathroom#4 0 5,000 10,000 15,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting � 1815 Laurel Ave(Lot 4) BayShore NY 11706 Page 33 Room Cooling and Heating Loads Bar Graphs Cooling 2nd FI Family Room/Laundry 2nd FI Stairs Heating 0 1,000 2,000 3,000 4,000 5,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads, Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Ba Shore NY 11706 Page 34 Room Cooling Loads Bar Graphs 1st FI Den 1 st FI Stairs/Powder Room Sensible 1st Floor Pantry/Hall 1st FI Foyer 1st FI Kitchen/Great Room 1st FI Bedroom#1 /Bathroom#1 1st FI Bedroom#2/Bathroom#2 2nd FI Bedroom#3 Latent 2nd FI Bathroom#3 2nd FI Bedroom#4 /Bathroom#4 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM ~ 1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave.(Lot'4) BayShore,NY 1'1706 Page 35 Room Cooling Loads Bar Graphs Sensible 2nd FI Family Room/Laundry 1 2nd FI Stairs Latent 0" 1,000 2,000 3,000 4,000 5,000 Btu h C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday, January 16, 2024, 4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 MiloPage 36 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 Den 222 6,452 84 2-5 642 3,839 414 175 175 2 1 st FI Stairs/ 272 4,657 61 2-5 598 3,579 292 163 163 Powder Room 3 1 st Floor Pantry/ 160 3,571 46 1-4 657 1,257 259 57 57 Hall 4 1 st FI Foyer 294 5,317 69 2-5 591 3,534 228 161 161 5 1 st FI Kitchen/ 623 8,754 114 2-6 556 4,796 1,502 219 219 Great Room 6 1 st FI Bedroom#1 526 13,814 180 4-6 480 8,281 778 377 377 /Bathroom#1 7 1st FI Bedroom#2 229 4,649 61 1-6 506 2,182 .283 99 99 /Bathroom#2 1 Ventilation 2,041 428 821 Duct Latent 543 Return Duct 3 0 3 System 1 total 2,325 49,258 615 27,897 5,123 1,252 1,252 System 1 Main Trunk Size: 12x18 in. Velocity: 834 ft./min Loss per 100 ft.: 0.098 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.75 84%/16% 27,897 5,123 33,020 Recommended: 3.10 75%/25% 27,897 9,299 37,196 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model.: Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 48,000 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 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024,4:22 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 1815 Laurel Ave(Lot 4) Bay Shore NY 11706 r Page 37 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 2nd A Bedroom#3 269 3,056 40 1-6 556 2,394 172 109 109 9 2nd FI Bathroom 189 3,671 48 1-5 466 1,393 235 63 63 #3 10 2nd FI Bedroom 320 3,718 48 2-5 454 2,715 229 124 124 #4 /Bathroom#4 11 2nd FI Family 406 1,712 22 1-4 323 618 101 28 28 Room/Laundry 12 2nd FI Stairs 155 4,300 56 2-6 456 3,928 225 179 179 Ventilation 2,041 428 821 System 2 total 1,339 18,498 214 11,476 1,783 503 503 System 2 Main Trunk Size: 9x12 in. Velocity: 671 ft./min Loss per 100 ft.: 0.099 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.10 87%/13% 11,476 1,783 13,259 Recommended: 1.28 75%/25% 11,476 3,825 15,301 Actual: 3.00 75%/25% 27,000 9,000 36,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: RHEEM Description: Natural Gas or Propane Furnace Efficiency: 0 AFUE 16 SEER Sound: 0 0 Capacity: 36,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 36,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 9,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\Laurel Ave Lot 4.rh9 Tuesday,January 16, 2024, 4:22 PM FIELD INSPECTION REPORT DATE COMMENTS r FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) � — z S 2 �o CD S m Vti UUC— L ROUGH FRAMING& l p".5'90X f voje. m_ PLUMBING S �� r INSULATION PER N.Y. y STATE ENERGY CODE lop l 3'1, y to h Au o1 .� FINAL W f � VV , ADDITIONAL COMMENTS JK�T e o-7 a ILI " I " e q S 3 • 40 ✓c-c 4- /o T q `t 1 2� "yak al e e4y. i'c. O 3�(� . o� vc c 107 8g4 R z - i ,a 1 _ 1-6 olvn ,.n 4 6 rU No r r-,tq aL 0 VP'l � x b �y ����gUFFOL��OGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y =' 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.gov Da pa kR"eived.. r'', APPLICATION FOR BUILDING PERMIT For Office Use OnlyCO �r\;"• "` rn�, 2� PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete r:f applications will not be accepted. Where the Applicant is not the owner,an >' Owner's Authorization form(Page 2)shall be completed. �+ ' Date: OWNER(S)OF PROPERTY: Name:Constantino Marra SCTM#1000- p` — I , 2, Project Address:. �'�15 ...LOI..�r.vl icy' QJInOe—% '500M(DO�6 _ .._.. .. CLOT4") Phone#:516-946-235 Email:dmarra02agmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone# 631 603 9092 Email-bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone# 631 603.9092 „Y Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: V.1_LD__ . .L.LL 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 ®No Will excess fill be removed from premises? iRYes ❑No 1 PROPERTY INFORMATION Existing use of property Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Yes ❑No IF YES, PROVIDE A COPY. Check Box After,Reading:-The owner/contractor/design professional is responsible for all,drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,:New York and other applicable Laws,Ordinances.or Regulations,for the construction of buildings, additions,:alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary:inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law.=. Application Submitted By(print name): OAuthorized Agent ❑Owner Signature of Applicant: Date —) STATE OF NEW YORK) SSA: COUNTY OF T � ) 1`i 1 CV Ie 15 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGEk_)-7 (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 nowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. ow . BARBARA Fl. TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County s day of�rrA_ l.�1C.f.J ZOo1l4 Commission Expires A- S' 1-7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, L&5 #,w �rxz_ residing at 7//S-AA Ate- -get (2l a, do hereby authorizeAtA� �I�C��1 �►'QC.�yf� to apply on my behalf to the T of Southold Building Department for approval as described herein. Tj Owner's Signature Date Print Owner's k1ame 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4122/2024, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEW YORK Department of OTATE OF rRTUNITV Environmental Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, 0 a� - David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Sox 14 Setauket, NEW YORK 11733 , OFFICE LOCATION: rt 2zv MAILING ADDRESS: Town Hall Annex ' -: P.O. Box 1179 54375 State Route 25 � �'�r? Southold, NY 1.1971 (cor. Main Rd. &Youngs Ave.) ' '`� �� Telephone 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80160 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it ��S1yFFOl,;r�� BUILDING DEPARTMENT- Electrical Inspector 4'��0 Gym TOWN OF SOUTHOLD ® Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshCcDsoutholdtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 07/10/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 2 1 request an email copy of Certificate of Compliance Elel.. Addi•-9.: 365 Kirk up 1-1-1Mattituck, NY 11052 JOB SITE INFORMATION (All Information Required) Name: Laurel Ave Subd Lot 4 Address: 1815 Laurel Ave, Southold, NY 11971 Cross Street: Pond Ave Phone No.: 631-603-9092 Bldg.Permit#: 50630 email:dmarra02@gmaii.com Tax Map District: 1000 Section:56 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Construction Square Footage: 17034 Circle All That Apply: .4-- 1- •;L Is job ready for inspection?: ❑ YES ✓0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# NA ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect ✓❑Underground❑Overhead # Underground Laterals ni f]LO H Frame M Pole Work done on Service? ✓ Y ON Additional Information: PAYMENT DUE WITH APPLICATION -1 kt 2_4 Lf 43 �(b Ire.d� 3 S0°a re �#�- ►off g�6 h�o�suFFoc,���� y� BUILDING DEPARTMENT-Electrical Inspector y z TOWN OF SOUTHOLD of • � Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 40[ Telephone (631) 765-1802 Temporary Certificate # 1 -7 4 Date it/ (� 2024 Customer Name L p,wvt lAyt StA6.4 La P 4 Electrician Name a 577t.,,G I c. Address 113 (:r L&wvJ c.&&4 old Phone Jr/(o . S• Q to O/o e-mail ,, ,".v% e-mail, o f C✓ u@ 1{e4y#,c. . c o.M Phone (p 5 1 • (e0 S.9vq License# 2 p _ pl E Size Oo A Phase If Overhead Underground ✓ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service.UN yCS Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val�fordays r the date above. Authorized by PERMIT# 50630 Address: 1815 Laurel Ave Lam" Switches 65 Outlets 50 GFI's 23 Surface 17 Sconces 12 H H's 77 UC Lts 1 Fridge 1 HW POOL Fans Mini Fr. 1 W/D 3 Panel Pump 1 Exhaust 5 Oven Sump Heater Trnsfmr Smokes 4 DW 1 Generator Salt Gen. Carbon Micro 1 GrbDis Water Bond 1 Lights 3 Heat 1 Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo 3 Cooktop Minisplit Blower AC 1 AH 1 Hood 1 Blower Service 200 Amps Have Used Sub Amps Have Used Comments 2 Condenser, 1 Septic, 2 Flr Heat , Gas Boiler t ' ' CC#: C23-15817 a►.(LI(fJMd' COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05104/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK vVOL VINCENT PULEO SEAL I R _:GROeG ^i�t I9au o4 i l:O'f:3? All 11_nrriiit Pv}.@G ,fiber of pages CLERK OF SUFFOLK COURT 1. pLoo.',Z200 This document Will be public P 22 record.Please remove all Social Security Numbers prior to recording. / Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax SubTotal TP-584 Spec./Assn. Notation or EA-52 17(County) SubTotal Spec./Add. TOT,MTG.TAX EA-5217(State) _ Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit PP Mansion Tax S �fV The property covered by this mortgage is Certi 'f or will be Improved by a one or two 15. 00a a family dwelling only. NYS Surcharge Sub Total YES orNO Other Ll ii 1 o40 If NO,see appropriate tax clause on Grand Total page q of this instrument. wn I Awl. 5 Community Preservation Fund 4 Dist DOO 5077767 Real Prop T S Consideration Amount$ Tax Servit P Ilhl�l�pBllllf�i(llIN►ull Agency R CITY A CPF Tax Due $ Verificati O"AY Improved Satisfactions/DischarNiCeleases Ust Propperty Owners Mailing Address 6 RECORD&RETURN TO: Vacant Land FINNEGAN LAW,P.C. TD Martin D. Finnegan,Esq. PO Box 1452 TO 13250 Main Road Mattituck,NY 11952 TO Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by: (SPEGFYTYPE OF INSTRUMENT) 2425 LAUREL AVENUE LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD PLANNING BOARD In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this Ift day of_MAfl.f'1 ,20Z3 by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181,Westhampton,NY 11977,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of a portion of certain real property situate at 2425 Laurel Avenue, Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000, and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots, and more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to. subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map"; and WHEREAS, for and in consideration of the granting of said subdivision application shown on the Subdivision Map, and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WBMIkEAS, the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan;and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 80%of buildable lands for the aforementioned property equals 31.3 acres, and has required at least that amount of land be preserved in its natural state;and d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees,shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants Ito the extent practicable. f .'Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. i. At any time, in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered, including interior construction,will be stopped until the site is revegetated according the revegetation plan.If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. j Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map, and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(SWPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity.The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction,be adjudged illegal, unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein.The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By:Daniel Messina,Sole Member STATE OF 564h (wMina ) COUNTY OF w1&%a SS: On this dl day of AWL4 , in the year 2013 ,before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such appearance before the undersigned in the State of SVA* J&AUft County of 66mWA1 n JARRED COOPER KINLOCH Not Public Notary Public State of South Caroifna ti1y Commisslan Expires Aug 10,]2031 5 (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East,312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5) courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,308.98 feet to a point; (4) North 14 degrees 35 minutes 10 seconds West, 247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. ' W9wB"cwA ER TYPICAL PLOT PLAN 'r�9W. SCTLG t0aa561zzD 1 (NOT TO SCALE) PROPERLY LwE rMrt 3 G}SUFFYJLIC COUNTY DEPARTMENT OF K'•r.TH SERVICES e6 I •'^ •-yam y �O'Y,�7 GREAT AT RIVER,N.Y. TEST ROLE'A' TEST HOLE NO TEST ROLE NO R ash, JUN 0 2 2023 • eo•Nv1 sen 1w / �15.414 p.IL �Q� \\ \• !A •cfyq hF•�4 - ex nD REY E "p°. Q• / \ \ Gf C' ,�9 fi sNaE rwRr RLsocx¢ _ Tnb I. cedar tM1 m.D peed Remy sabeid�an De.empmem �•�a 3° l '\� �/ /'/\ e'\* ��i / ex,a.aeA.n tart .er.,R.ley .a.m..a D°! ar Mess;•+a So1b0 ewaknl Ca•sc•va h'e� In me o m`� .'? � ' ' 9au++•ati .Rn a total a 4 Lot.°° / Pt I i' q / PDre.ed o 6vve date. Wvnr Suppliev arkti ra0e DlePosal S 4'OY r°-t ¢' / R` 1 °raueuo mwin`i«,m to , n�andarne . eo -Ian maid art vub�eett to ey p-l- n to Ilnee / \56.1T1 va. \ I/A UNIT ianeannn. 1Ae.1-1 a 6 'ra anH n mdmemn/ - n/ dawrvPnnnt u du i fed aU':Lvunty Geh min one r m / 26- p,\ •\ �,f�•"y�� ��aPPP o x', ux -____ nS 'm k date.convent nertq gi.en I«me OAnq a tNf meD (, h -+> x -aq�'IC��•�o, 1M1��n' •• 'l S 3 N �TD°n,/m„ .n¢n W.end«aamenl°DD Tan in Inn Public qp�,� rdanca Tn IM yr ne of lne Public NvaRh Lo°ane the •aa \ / M _/\ 1 °� / 9�[ it IEVCMu ,�,��,vnN 1 sawidE Tiunry san9an lied.. / �� /• 9. .a� q^vp[E,h° SoS: > Ppce ti uus.o.srsrm1sysav,a'sr u..« tar xDM arc.,. SC>knrgFg h,, ;;EnA"'; ? J? 4�:•-- 1a?\./` '`,` ,g;p 1.CONCRETE MONUM,FNTS TO BE SET TO EACH LOT CORNER-❑ �-�• OPEN SPACE PARCEL /cif• 5 e"J�• %O - \ ?le PTV I - 2.PROPOSED STREE�j'REES: �`_ o, / -�• ' y'ATEB-1i1?+ Ac6r brvm rRED MAPIEI,Oua cua IusRs(PIN OAK pPSD WalleDv.sce4 PE i /• n 3fi}9!W.It. 't� IrvV EE Pv S7 QTHFJi NAT E OAK SP CIES 1rVJ1RY AT l A 3 DIE RENT SPECIES) TO CALIPER PLANTED 2 /0 ON CENTER mP° ae � / /� \ •\ .1� / .p� 3.CONTOUR ONES N.G.V.O. 1929 DATUM \ \ -c[P ,/� \ / 4. IF SILTY SAND IS FOUND IN THE EXCAVATION FOR THE SANITARY IT MUST BE '-"--"-'-- - -- 16� \ Y j / pia \ v`4 / \ ,G1n°'1FJr REMOVED AND REPLACED WITH CLEAN SAND. Ivr(.::•..:I:!/.:.=Oi: 1•:ITIi UC/.i1D Cr' >'°>o - / \ 1 •4 ,q• 5. SOIL TYPE AS CLASSIFIED BY U.S.DEPARTMENT OF AGRICULTURE SOIL FCV(-cl:r D=Ti::I.1Ii4l.TlGid Di\ICD I b 4 °tiPA a /:R /� / -\' °d'1 / // \\ `4r� i/ \ `N' 1 CONSERVATION SERVICE:CA CANAOICE SILT LOAM,HM HAVEN LOAM,0 TO KEY MAP J3•�p v J i // 'EP 2 PERCENT SLOPES,HAB HAVEN LRAM,2 TO 6 PERCENT SLOPES.PLYMOUTH SUBJECT TO COVENANTS BESTRICTIONB LIBER I '2-0i Iq 417, � � \ %//9•'r r � 6/'`15,0.5�ng1L\ �`� \ g \�\ ? GRAVELLY LOAMY SAND.3 TO 8 PERCENT SLOPES,ERODED,PMC3 PLYMOUTH SCALE 1"=6DU' / GRAVELLY LOAMY SAND.8 TO 15 PERCENT SLOPES,ERODED. AND ROB SP r \ \ / \ f4z�i \ ,° \ 'C"Ce RIV[BREAD SANDY LOAM,3 TO 8 PERCENT SLOPES. PAGE 25�- I ___ `\ 'o\ \/\ 1J3��}}""[[ / / / �J I r I a• \ /� \/\ oM 'r'i`�2'` •° 80/60 CONSERVATION SUBDMSION CALCULATION !I:+UR':T TC CEA':NANTS/x P,E9T�ICTK1tI3 LIBER1�73 / \ a• \ \x \ rC `t` / / I I r �.•, •\/� \ S jr-: •T `.$��q NON-BWL➢AB BUILDABLE C•LCUTATCO DEKIOPYEM r30U�REp OPjN °EVROAPYFM APPROMYATE _/ / 'Ly'e, °'t• SUBDIVISION TYPE I-AREA As. ARG tnT HOLD n[lD ACE LOT S.E PAaE 1 s r� \ i I [ / 1 Ina 4'•\ ;°� O \ u,. vb. ?�. z fl --J ?°ply / \ �\ / / / \ x C15.005 vv.11� 8. \[• ONSEitVATION SO.O60T ac. 10.9558 ve. 39.IOe9 x. 39.1049 K 41.550/60.000=21 LOTS 21 X 0.40 B LOTS19.=31.249 839 ac8 39.00�8215 ac0�0 v831068'.'IL(O.iIISI ev.7 /� •lt ' --<ioSi �i -- \ // / / / rEs xa�x°.S •\°°!�; j/\ ".`. '�L 4+J q� Q'[' PROPOSED 50.060T ac. 10.9558 ac. 39.1049 ay. BLOTS 32.6024 ve. 6.5025 ae 35.000 vv.IL(0.0035 ae.) '1, Ah / _Q n4p �: /d \ , I Irr / / .' / I'zd�, e• / a,\�0 :% g \ Pej�{Q WL? o"FQ \ / ' --./ / / r (a \• d• 16 N'` Y FINAL PLAT • _ ;* / MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION / q��peu7 ✓////\ -\\ / /// / I I >?�. \ s / / 4 \ �� a�y�pD SITUATE o SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK \\II /'� °?$. •\i.` %/ �`*a, �" � R�CEIVEf� °� SCALE 1"=100' NOVEMBER 18, 2021 REVISE NOTES JUN 0 5 2023 FEBRUARY 9, 2022 SCDHS FILING MARCH 28, 2022 SCDHS COMMENTS -Sout-id"Town JULY 5. 2022 SCDHS COMMENTS Planning mart. ?sb, z I JULMAY59?022 2023SCDHS REVISE NOTES T \\ \\ \ ` 1 / / era ° MAY 24, 2023 REVISE PER SCDHS NOTICE #8 16 OPEN SPACE PARCEL \ tea\ \_ \` f l -----'/ 'A,•r• rt� OWNER AND APPLfCANT / \ \ \ \ / / �, SITE DATA C*QI'•4�.a \ \ / M Be PURCHASED BY THE�TOsl[oe soUTROLD tee\\ \\ \ �/ / I �' ZONING USE DISTRICT R-BO((RESIDENTIAL LOW DENSITY) 2425 LAUREL AVENUE U.C. ea. -Aw[s ` \ \\ \\ __- ) I 'p TOTAL LOT AREA 50.0607 a 2.18D.646 sq./tJ PO BOX 1981 / - - WETLANDS 9.73i4 a.({d23,9B6 cq.ff.j WESTHAMPTON BEACH,NY 11977 / \ rREDrWrzn r[ruxas WETLANDS 423.986 9.7334 \ \ --\ ` \\ // / / ELECTRIC EASEMENT 1.2224 ae.(521,248 ui.ft.) BUILDABLE AREA 39.10a9 ac. 1,703,412 sq,ft,) ELECTRIC EASCu[NT(UPA) S3,zlB 1.2224 \ \ / OPEN SPACE PARCEL / a: THIS SUBDIVISION WILL APPEAR IN: \ ` / PROPOSED DEVELOPED AREA 6.5025 ac. 283.248 sq.ft.) BUILDABLE LANDS 1.420.164 32.6=4 \ \ _ ` ` _ / \ V ye 9; NET PROPOSED OPEN SPACE 32.6024 ac. 1,420164 q.fl.� DISTRICT 1000 SECTION 55 BLOCK 06 LOT 35 \ \ l \ N w 32.6024 ac.}39.1049 =e3.4x DISTRICT 1000 SECTION 55 BLOCK 06 LOT 36 TOTAL AREA 1,897.- 43.5582 \\ \\ \ \ \ ; oaf• DISTRICT 1000 SECTION 56 BLOCK 01 LOT Ol \ / y _ I HEREBY CERTIFY THAT THIS MAP WAS MADE THIS IS TO CERTIFY THE SUSDMSION PLAN HAS BEEN APPROVED BY US FROM ACTUAL SURVEYS COLL MPLETED \ BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION JANETE MONUMENTS SHOWN THUS:• HEREON OPEN SPACE PARCEL - \ \/ /` / h/ OF APPROVAL DATED ACTUALLY EXIST AND THEIR POSITIONS ARE COR\ I ANDRGEODE/TCTLY SACD'EINLS ME LL CORRECT.CODIMENSIONAL RRECT \ ��{ CHAIRMAN PLANNING BOARD Fry NATHAN TAFr CORWIN I�UC.g 050467 4. --\\\ \/ \\ \ 3 i 1 hereby eeRiry that the rater supply(s)and/or sewage disposal systems)far this project were dssisnee by me or u der my dlreeuon.Based upon a arefuI and thorough study of AL1111111r the soil, la d groundwater conditions,all lots,as proposed,conform to the Suffolk County ASAA ark Deportment of Health Services construction standards in effect as of this data. `.,E�OF NEI7•h 4`'Pe2•+ .Tn[ �si�TE' aI. / �§, '.0J` tr y/./y/ // o/s /y+r / -\�\\�\\\\\\"\ // \ \\ \\ / / / �''\Q\°��\!.•c0°0r 9 = s'r . ?o F NEU �O I f 14c Lj y' APPROVED BY PLANNING BOARD t •__c W F Dd6 : 'r Y.S.Oc.No.50467 '�•ry /// 'ss> m DP s°OS. 'cam_ \ I I r .2_. _•r;; g A ���'•° `�'r``gy`E // Sci'Ley[�k�,[r��, c�''o` -) N I 1 TOWN OF SOUTHOLD £gg� rJ 20--- - rS9 NC"a� I '\ ` DATE T JUNH-a COND��uc�, 81912 Nathan [`1°�'PtL Corwin III 51 2U23 9pF Na\ or `j FSSIO / BJGHPDI�JT lAEADDWB SECTION,PM \ `� L_' Engineering, Land Surveyor " Condon P.C.�'�, �a�� ���PtrY'_yiP '� "m0r°9�`[[g0 l yy���� t,� O' LL' 3 •RY yp Successor To:Stanlry J.4aksen,Jr.L5. T9�oi. ,Ry .A R' ?°qSe N P914.q \ •� 1755 Slgsbee Road ,aneP^A Ingegm LS. oCRna YJ ti� / scr �N� \ da To Of SoAold MatUtUCk,New York 11952 Tide Surveys-Satamsend- &Is Plend- Coat-tion Layaut $?s y •2 S�t�/ >ooY[c� y~ 3 C40rv8nllds&RWcdoln (631)298-1986(631)291-2651 Fax PHONE(631)727-2090 Fay(631)727-1727 �4•d„ 'L, ^v at'p yb. ss� r��ro "'t U v---,-PAG z>. _ /0 r9k� a,•Ki4' L? R sr °6 www.condonengineeHng.com ,SCE Main Reae P.O.Bos I6 OISEUNG �Q+ d�, Jamews1586 NesY�11967 Jamespo. NB�mkSS 11947 WI PUBIICW'ATEfl p SCTM 196655615.19 41-PRR PROJECT ZONINO DATA TAX MAP # 1000-56-0I-01.2 CL Q ZONING DISTRICT R-80 NON-CONFORMING 0 w LOT AREA O.8 ACRES VACANT LAND -i cc OPEN SPACE PARCEL M Q +' - - - - E c\I LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN PROPOSED SPLIT RAIL FENCE TO O _ O BOARD PLANNING APPROVAL EL.=2a.54' �5E MAINTAINED BY SOUTHOLD TOWN — ;-O NI5°07'50"W 145.60' NI4°55'10"W 31.6'f' L �olLro - LOT SIZE -- -- 55,054.0 S.F. - - - - - - - O --ZO � \EL.=25.84' _ XD zcm Lo 509b OF LOT REQUIRED TO REMAIN I"1527.0 S.F. - - - - - - - - - - - - - - - N- - - - - . 505� 1�REA'OP LOT TO'REMAIN A5' - - - ' - N PER COVENANT-8 RESTRIGTION5 _t -� Om�� cc AREA OF PROPOSED CLEARING F17,404.0 S.F. i . . . . . . . . . . . . .DATED 5TR OF MARCH.2025. . . . . Q a p TOTAL AREA OF LOT TO REMAIN I7,650.0 5.F. i - i _ 4_j — 0 m J N -i VJ LJJ H V -� Owe _ _ _ _ _ . . . . . . i U C m .i I o Q (n OL �I .I i 0 . . . . . . - - • - - - �n p . . . . . . . . . . . . . . . . . . . j _ m g Q 25.0---H PROPOSED AREA TO to . . . . . . -�w tp BE CLEARED m � i . . . _ . . . . . . . . . 3 . . . IL . .� . . . . . . . . . . . .I . . . . . . . . . . . . . . i _ _ N �26.0' z . - . - . . . . . . . - . - - - - • - • . • • . - . . 0 I . � ry O.I �O a 0 m . . . . . . . . . . uis► . . . . . _ . . . . .O. . . . . . . . . . . . . . . . . 6'^_ - 5. - - - 25.4' _ 1 PROJECT: _ . . • . . . . . . . . . . . . . . . . . . . . . . . . LAUREL AVENUE EL.=25.85' 515°07'50"E 146.16' 514055'10"E 2a.11' EL.=24.58' LOT 4 0 0 1815 LAUREL AVENUE SOUTHOLD, N.Y. 11971 ---------------- -- EXISTING HATER MAIN DRAWING TITLE: L A U R E L A V E N U E CLEARING PLAN PAGE: i�oNI7 DEC-01 AVENUE DATE:01/10/24 1 psi_ 0 e a m so a so p 51 TE FLAN SCALE: 1" = 20'-0" � 740� �1� (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(D)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOW! HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel, 631.72'7.2303 fax. 631.727.0144 Vc admin®youngenglneering.com 1�G Howard N. Young, Land Surveyor Thomas 0. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer \m Danfel A. Weaver, Land Surveyor 3� SITE DATA W �I-�� E IfOq�A930f1A1f3 AREA = 35,054 5Q. FT. SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS 1 FILE NO.12281. \ S \ 1 \'moo O N O \ \ � 1 1 1 1 1 1 Lot 3 \ 5ubdkNkS%on \\ ess'na g0160 M afi; bl1 \ On 5u div�s10n 1 \ SURVEYOR'S CERTIFICATION Consery 1 \ Fmtgo-o6 * *WE HEREBYCERTIFYTO MARRATIME CAPITAL V LLC, ALL PCs N 1\ SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE M 1 - INSURANCE C D M PANY THAT THIS SURVEY WAS PREPARED IN Mi 1 20O p7 y Q 1 ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY 1 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL,LAiQ6RV�fORS. Ut 052' F M \ N76 . r `� \PRE � 01. N _m Z `r Lot 4 1 Yi` ..:' o Subdivision- a L \ �-�- �`� gs8 9 3 _LO/ "Messina 80/60 Clustered w (n 1 HOWARD W.YOUNG,N.Y. S.N0.4 3 ��C,q Conservation Subdivision" m Z \ DANIEL A,WEAVER,N.Y.S. .S.NO.50771 N G \ SURVEY FOR Z MARRATIME CAPITAL V LLC o01 WOODED -- LOT 4 "MESSINA 80/60 CLUSTERED o CONSERVATION SUBDIVISION" o Av�Nv� at Southold, Town of Southold 5 o pONp Suffolk County, New York I*- OS w RCS - CERTIFIED SURVEY 0.�- o _ a I CountyTax Ma District 1000 Section P 56 Block 01 Lot 1.2 1- 200 00' \\ FIELD SURVEY COMPLETED JULY 25,2023 MAP PREPARED JULY 26,2023 60�2 30, 5"1 1 Record of Revisions \ REVISION DATE LEGEND ivi 15. grin \ 6p Cluster \ 1 CMF =CONCRETE MONUMENT FOUND 1 �,Mess�nQ 81on 5ubdiv\soon \ IN CM5 =CONCRETE MONUMENT SET Conser4 1 \ EOP =EDGE OF PAVEMENT 1 \ RCS =REBAR CAP SET \ \\ 1 WSF =WOOD STAKE FOUND W5S =WOOD STAKE SET 1 \ 40 0 20 40 80 120 • =END OF DIRECTION/DISTANCE 1 1 \ 1\ Scale: P = 40' 1 1 1 JOB NO. 2023-0130 DWG. 2023_0130_a 1 OF 1 GENERAL REQUIREMENTS: ^ P y R { DRAINAGE SYSTEM INSTALLAT ON NOTES 1.Toe iromller m.>t rob a cxc,t L1 ub Wa>m Lkeroe t w a T4 AT N -N A `y ® �,oi \ A MINIMUM IO'SEPARAT ON 15 REOJIRED 5ETWEEN DR-'V.E'LL5 d q pursue^ A N IN WATER SERVICE LIKE,JNDERSRCLND UTIL-Y LINES,SEPTIC Surfolt County Loca Lropter 569,-licit V11(Septic lndhtry I lretoll I/A 0-L.-a sept'c tmc,---g to m-t-, COMaONCNTS,LCACHING FICLDS,SCVSR COMPONENTS,OTHLR Eeslne»e>)LMougr me 5vlo k county Deportment of Lobm recommendatlore while cartomNg w'ln soot standard All 1 : ` D- uceroing wM Go,avm°r Aifo'ro,pursuant•a SAlo1k Lounty Lode apP lcabiv recommeMotlm>o-wldeo a:M mawlacWcr eMll be .� \ A MININ LS,AND THE EDGE OF ALL EC SE TION WALLS Q g56},q,Tre Department vl Lover Licanshg aro earowner ARav> mplvmentea. 4,6t1 r\ A MINIMUM 5'SCPARATION 15¢EOUIRLD BCTNCCN DRYWCLLS e O malMaM°Ibt e•Ilcenxd 1/A OWS Ib'nlerorKe Provldero. 't� • R-80 PROPERTY LILAC-5 W I/A 2N trot a xpt'e emk s,d I by Iromlletl of butt In all * \ � A„INIMJM 20'SEPARATION 15 REGVIRED 5B NEEN DRYWELL5 AND w 2.All I/A ONTS rust m rcg'smrea wI-,as-pwlment I, --dons(wlm a moirrvm m ermcc 1,oy Psect'm 01•/one "- BURIED PROPANE FUEL TANKS. t0 wv.h-licit Ig o'me SAIolt Cawley Srnleoy Lode q-MN on a mNNvm}vcn tnkt beo d properly bveied aro ® ��r CONNECT ALL OTTER LEADERS TO NEAREST DRYWELl- (t') prior w Il,c De-tint g- 11v certnkauen or completed compacted ame nree rram secs)c,pas orwol. /� A VACANT LAND L camvuct'on on W11t' Q •_ N p ay. 5.I/A avers Tanis eFol be mwldea wlbh o sFgle outlet.A ✓ "- OPEN SPACE PARCEL PROPOSED ROOF COVERAGE e s.x cxaWae Opc.otbn ma„oNterorKa cohost between me Oisvkvtbn box/rrw+nolc m tl'svdM'on 1eaNNg ewcWe ma be PROPOSED ASPHALT DRIVEWAY COVERAGE=2214 S.F. O aNtenarce Prw'dc-a 1 er°perL,l o.xr met by e•bnntcd tc ac rcg-d for all s,Ft-:+ia-tpl,eocn'ry etrxWcs°nice,an \V/ �• . TOTAL WrERVIOUS COVERAGE=6b10 Dapmtmcnl prior m opp veal of a 1/A oWi5 reobaotbn br tro °mrretive Ocslm I-cpprwdd bu the Deomlrcnt' 6b10 5 F,x 2"RAINFALL EVEN-= ICIT C F STORAGE REO:D Depmtment N accordance wRM1-licit 19 0l tro SN1olk Lwmti •� Sordtmy Lotle. 4,All o°llab from the evptb rook meet be mevbatl Wm m IB' ' ° ,-PROP05EP SPLIT RAIL FENCE TO C Z O a.All Mlalleo I/A OWT9 crc rcq�:rea a have m 1n1lb1 9- drOp °f vgvN°loot opprwec bdalo exmroiro Into ere I�or EL.=2q.54' (U 8'a DRYWCLL PROVIDES 422i Cr.PER Fi.OF DCPTH O tV BE MAINTAINED BY SOUTHOLD TOWN a _ year tM>eptk trot Ilqu�o rods.L-cs verleet'on bolfies ore (3)B'o x IC'DEEP Dh.PROPOSED=1266 6 C F STORAGE PROVIDED (p vpar°t'cr/mel,mra<e xrvke ccrerxL Arter t-e recamrnreea for lallatkn be o.:aacn a Nxn[sap-r. i • NI3°CT'3C"W 145.60' Imtbl Sum eperotlon aro roK'crmcv eervlce contract Iro i e y e�vea,prEepeoey o.waro we a:pecma m rommN a nk a-ccrocmooica wia xeKl°Iq op g. p /Aro rot rol rotelcam - ' O O m da l+mzm» nro owNol wo Nlo taWe « r-r kp i I y N (p N 6.As d minimm.ml>mp1Ng r,wnaiee coon ror,e 2-1 - - - - I EL-25.84 I Q It O 1. m 1/A-M r.q,-a vane.lro wtt Mall by vcnmd to ae ocwn op..Ngs to orode locataa veer tb in wid wtbl. .� .Y _ - - - - rool of tro rcabcroc- rved.vent pipet chit exmro a Lovero Mall be elder 20-tvh dbreter wdmrl'gM1t we - m,m or 6 Mroa mweN�re oor nro ab Bn[op ar lne xem, iroec:-proof bctNg Goer van ewers m acrmopmlK caVero of _ . . . _ . . _ SOq-AREA OF a_OT TO REMAIN A� - - • - - , - _ . . _ , 11 ro.,e a mNm,m,ro.l:anml eePmatbn ar 12 MM>to lb ,NEI g.me.All awero ero11 as ae>'gred N aaedrdwea wim>aeeld, LOGATI ON MAP Moped paruon m tro rom.H ease>wore n b net proatkol ea s-u1 of thb etoeama. I PER COVENANT&RESTRICTIONS °one one system to ae-edaenee roor d Tent ppo mq be p Fed m SCALE:NTs - -DATED 5T4 OF MARCH 2O23 the exter m of ttb re>tlence and mrminote°minhwm of IB trcros T,N,cn sampl^5 mmM ee oro apprwcc m to Mtalled In° above ode ant at east I loot rrom Praporty INes.TnveG vent tr voway a pmkrlg mva ere monhold>b bd dc>god td bo ---- -- gg Pecs aha 1 Le locaatl a m r rom 0 s feet Irom dry wNdaw m vofl c bdaNg to meet ae roqutrcxnb el AASHTO H 20 m ¢uA q . v - . - - - - L- doorrray vent rruret-11-w:1,a cmbon f ter dovkv.All vert r6-20 loco ng ;PRO G7 ZON NG;DATA $Oc I Pipes met M1wa a mNwrm alo nm-e 2 rKroa - +, B Tre elrt ct wort ekvatbn eve m a m Nmwn or D,roe!be err x TAx MAP g 1000-56-OI-012 6.Nsm lalbn oro Ise of ere VA DW^5 mat cwaam eo end tee..el Nxere a exmion - - - - - DepmLnrntb q>prwae/A GWTS andol<e docaren[p.cpmcv tr aacordxa.i ar tro>airo-for'Apprwa and Mongcxnt o• g.SamplNg moNR c>sY,o I bee o+lro do dbrromr or: t an ZONIN6 DISTRICT R-6C NON-CONFORMING mwotNe a:tl A Lemo:Ne cro'm Wds:ewamr Treatment Systerro.• robe mca o1 2 I-t by 2 foot gg - pppl iLOAEiE11111M ..I - - CGUIP. - I W MN MM DE5 GN REOU REMENF 10.Tln/v Moll be d nuxxurrvm rotent or ticpin ae w the oat t vert Z vvalbn oI six NMns vA OHTS a xptb rocs M IJ be carowct-or prddase el r507 HOLD;TOWN CODE 2b0-14(8) HW- - - - /p'R7<) PROPOSED .I +J cororete Idaergla>a poyalRicro,polypropyero trormoplmtke,a II All sewer ppe perotnat vr•n ae sampl ra mwNele,roll be - W 1 POOL-10 MIN. °mar nrdear a>In deemearie wen cepwemone>ewbma>one wa:ertlq,e %LOT ; - - \\Dw./ I.G.FOOL NOT PART 1 ONYLRR Append.-,5-A.Toe Inc or steel tanks b prMbteo. n.DESCRIPTION(FOOTPRINT) AREA COVERAGE Ill p Q / OF THIS FILING + 2.Wwn m I/A OATS � Iro ptK aab pxrevctelomlment ae ELECTRICAL RECN REMENTS: TOTAL LCT AREA 35A5<.O S.F.-s0 prolmpvtl p- l I U pees>ml rom tro>axWe mot t xr,e>.Ate.roa elu,me prowl PROPOSED D:ELLING 9,721.0 S.F. IOE% Q . . ' r L 'f•!'�1 9.Lhie•_s elbrwbe spccirico,tro ieoWw savcWe/sysem tIM boz ma be manure on m--wcli d tro--fpreferabb POOL>p S.F.tll I _ _ _ _ P tolbws m I/A OWTS erdl'be msKxa N acccTmee wlm xcl'm o ny room rota rota 1N'ro ace).Oder 1oca:brs ra m v,,n RCPGED INGRGLSTD GOOD .. Q 3 •'^ }IOT vrd 5-IIG of m's s!crdo�d.- aexpmel boa will be eerokeree a ae Depmtmen!>.a F 23% IL I I. I Q V' -t�-cmc bosh aro wia I/A OMF ronbct.rcr opprwal. W 2 Q a.At o mNsnm,all I/A OATS aeotxrt tanks a septK trots wall w PROPGSED COVERED PORCH <OIA S.F. 1.1% _ - - - _ ,Z Q _ - _ nave 20-MM1 covered stet»openNgs to Bade located veer tx I The name o1 me VA OWTS OeM oroJdcr mot kz c1emW Q Imo!wrJ ov:ict.Govero shall be eider 2o-vvn diameter wamrtich: benNNce on tie oirtsksc of tro pmel and trcWac a prom nuM:er TOTAL AREA OF ALL STRUCTURES 4922A S.F. 14.0% Q I- - - - - - - -I Q orb Insect-proorockNg w>:ro,cw.ero a erormopb>eb coven to concoct N tax a oimm. Q - - - - - at tiro)grads.A11 eovero mo enerroy>/rlxrs srou be dealgrotl N Q{ - J EWJ ac-r-w m>ectkm 5- of thb etwedro 9 Exmrbr pawl placerrort e b es the>y>tem to be xrvced at MAXIMUM LOT COVERAGE ALLGWED:2C% Q PROP 4'HIGH POOL FENCE J F row dlx,elan nattrg ae rote to seems me w de d tin bu IeN9 5- -.m tepee t It b opprwetl to be n>•alled N a 4 lnc pmv box mot be wIJIN vbw of the sy>mm acatbn m ne p ' drive ed a pmklrg urea me°n t>,a be ee>�groe are/cr lael'�tale operatbn orle molntanmce rem m wtMewe t5-2o m H-2o oaeNg de>g,ame wl �'v i •PRCPAdE AASHrD s.The crnnol�aro sna 1 be p aces at a comrortob a ne got rm 'LOT GLEARIN'G SO;b$MA`c P.StPEft;50U71-10LD TOWN >� I� _ __ wn,Fetlerdl Eme-aerey Maogement Age:xa. BOARD PL'ANNING$APP¢OVAL - - _ - _ I W n) 6.EwWgo gveero Mot ro o0o p�ca:ttaa wren m vA QwrS b ffEfdN r oeec:m�rcgavam:.:te - .•�'... s�f�v.iv�..n�v5.,: _ � `I I N bellzad m mews o•xwmx es I. I. I �_ R b.Te�shall meet`Jatbwl Ebc4 cal M faewers LO-S'ZE 35,054A S.F. - - _ I Ybtcr sdlcncro e,En not dlsrJaae YHa m I/A OWiS we Lie Assoc -1,A)ax -itirntbro. I I Q; Depotment rccomrowa woxr x1:c-ror b -k 1,by correct-to ep 4u j K oepme�medy.ren acccpme c m Two m Villogo bvlblrlg ,.An below grmc k°i cora,rt.Tro 50%OF LOT REGUIRED TO REMAIN I,S2TA S.F. I. I ?O" ______ -I W b. condrle urn Fro wlreg mrs:m rvr'r elect/ _ �- cppropram xae m p.even!gaxa are mobWe eachFg lro convol prowl w wKtbn boxm. - - - - - - - - - B.1/A ONTS tmb a sepeK rooks>ro11 be wamrnght aro from r AREA OF PROPOSED G'�EARING I1,404.0 S.F. I 5' PROPOSED 2-STORY WD. I rowcted ar same aro a.-ab•.e mamr�ab tl et me rot ewieat ro e.Eocn 1y.-shall x egwpped r,,a rlmctloning n�°rnmg sptam - - - - L^IN. FRAME DWELLING w/BASEMENT �• - - excessl.e cemaslon a decay. whkh will xtNoto weble a-e WYOI star-tin!ca be reaalu. TOTAL AREA GF LOT TO REMAIN 11,650.0 S.F. - 8 GARAGE ON SLAB Mmtl b'J lb ocapmt>dt ae bv'b'ra>erved.Tro / \ Ali eak>mist be wamre�gne.Two meerom or emlwNg trots me xa�mene rocomxnde o mlemew oeYKe be Mealka to I I PROP. (4 BEDROOMS) i a ert yt still be timer vx w rose'c m wooer p w_we<stNg wba bmeebte remote atom rotifkatb to tnd 0.M p caber NOTE - - - - - - - \D) meeroos os ro',lower Er t _ _ _ _ _ __/ F.F. ee Jan ca„ageexnt. FLOCD MAP DATA: - lO.V�am msd,g.Seal me e,pay tot me apply°vacv.,m ee Iesr g.Sr=mm>Mvh me nee sea' e m 11aw b.-orwlW ae MAP e:3610=�COISBH I GARAGES EL.=:2 (<)bel:esflOQrmr;of meraw.The tw.t b f a,0%oI roc" t3'e MAP DATE:09/25rC09 - - - - y cpprwea I omreMed to to ecu'ppatl w'th o co,acl paroi wim mcar>o• FLOOD ZONE:X PROP.FWICLEAN ALARM/ vckvumi Is roltl fur Oro Tnms. corncctNg a portable acncr tm m operom the system drNg a CONTROL PANEL d 5,RIED - - I 11.Womr t Wqt Seal tat fill tame w1th water to outlet wart -9.. 2.5'TE PROTECTICN/SILT FENCING TO BE ELECTRICAL LINE FROM I/A OKT5 _.__ ____ _---_- dddltiorol l0-bv bd Tro tm�rlll tl+°tank tv ifs outlet Mcrt -N N INSTALLED AS REOVIRED BY THE TOhN OF - I i eiwd[lon,let a pf rho b camp'em.Let Lire!wk sta,tl from I.The electrleal fectivn box ee•vi,g tre enp molar ant fl- 5OVTHOLD. I - ------------- I - - ' aimr tie 24-bli pp per k'>approved 11 rater level B :root m wamrGght and Iocdted vet. tM.OWLS tak cromber. PROP.FUJIMAG AIR BLOWER e I I I - - - - nem Iro tin 10-nww per:ad.wmr prexure testo-g b 3.SJRFAGE WATERS OR NETLANDS ARE NOT ;•m PVC AIR LINE TO I/A OWiS recommcrbed ee ba poro orerce after Mlahatbn. 2.A,y blewcre locoed wtsldE of one I/A ONiS volt mot be placed LOCATED NITHIN 300'OF THE PROPERTY. (PER MAN). S SPEG.S) 'I I FROP I 12. cbk tart nwvmcWcra-1 1-1 of prwbc° romcorro>NE E�Uwuoro([a�roly,plmtb w 11-rglas)and Fave o eawdpreel - PROP . mr N a Prem 1 4.E lorntkn at eoen access opemrg m wmn L_NATION5 REFERENCE NAVD gB IB I- - - 115' I j STONE WALKWAY LA. that'cnaarce I,m tmk+ay be<atdl'. 9,All pxrp>aryl!loot trees mot be sect»tile and>ervkeable I I - _ _ ircm ace»opensep. 5. HELL LOCATED W S ARE LOCAITHIN I50'OF 5J SJBJECT PROPERTY LINES. - - - _ a.Tee Nodb sM11 be attocred to o ScroW1e a0 PVL 11oat vet I 1 I '_ / 1 PROP.FUJICLEAN r I. ere prelowkoted xptk:a ks de11 cmlorm m[ro tMt ern to easily rerroved Iro xrvKe m aeJntmen[.The Ibob I I 1 I CENT I/A OW'5;VENT w Nmrrotbrol A,>oc'at'm.of PWmb'rg rob MecbnKai OIIKbb Mall rot be ott- d to tin ro^ce sal,. cpNITARY PIPING BENEA'N DRIVEWAYS 1 I 5 ` \ E (IAFMAO)- rlco,Not'aa1 St-Io Preftl>boted Ecptb THE FOLLOWING LOTS WITHIN 150-OF PROPERTY SANITARY LINE SHALL BE DUCTILE IRON I- - - - - - �1 10'MIN.-•-I PROP. H\N. ` TO ROOF Al.S REO.D I Fn P. I_ _ I � Tanks•A!LSI Z1000-200T are w cpplKdTb revlMorohpaates. S.ine DepmtmeN sro11 observe h ov,v>,ntcm operate Mro f UTILIZE PJ3LG WATER AS PER SGWA: PIPE BENEATH ANY TRAFFIC BEARING 1 I \D1J. O ��\ i 1 _ rormdl cperoLNg cycle. AREAS a ExTEhDING TO ADJOINING - - 1 I _ i0 O an Ile1e/dlslCibrAbntivc:llty by a cetrtlfied roprexnfetNe dr fro N 6Jropdctlon br leokaae o1 tin taco mwN r:ttNgs w11,be made SCTM.1000-56-1-2.23 SANITARY STRL'GitiRES/&11LDIN6 I - i I I pRGPCSED J� MIN, O B'MIN.1 P ,• I- _ - _ _ _ _ _ tmk mmvfocturer. N tro mat SCTM.d1pC0-56-I-22< CONNECTION. _ _ _ _ I I O I tlM g pwrp p'racedne. ASPHALT SLIM ICCO-56.-1-225 - :I V 1 ti 0 y ,yd• 0 9.EOM took>M.1 ba bentlflco iu ac mwurtocturcr won ae SLTM-IOGO-56-1-226 ALL SANITARY STRUCTURES,INCLUDING DRIVEWAY 1- Iro W mowroctvcr rom°or I.,, pa�ny w rv:ixr o1 opcnlrm,and LEACHING POOLS,I/A CHM,d - - - - - I> I V / - - - - - - - - - p dam mawlacturee,po,maron.ly naked of tM N1et one d ere tmk. DISTRIE-ION BOX,5HALL MAINTAIN A .lu I� :ROP, PROF, t _ _ a.All wa1b,11eas,roofs,ma access even,roll resbt m SUBDIVISION INFORMATION. 3'-0'MIN.SEPARATION FROM DR',VCVIAYS. -IN Iro L.P. LP. I W fare d 9cO cppmd V N H' powbs per>gcac loot(paN. 'MESSINA BO/&0 CLV5TERED GONSERVATION - - - - _IK IE MIN. - - - - _ NQ1 PROJECT: SUBDIV151ON' _ - _IJ 1� - - - - - ron-corcrcm toots.ekes vt-rwbers pr rot PeeMmmmAactsrer LOT 4 I _ - - lu I . . - - - - - - - - _ _ - .I N °PPrwed L'J FILE NO.1 0 Q Itj I 6.vncrovcrepracticok rcn-comem l/A OWTSe xplK talks soil FILED.LILY O5,2023 ryi - - _ _ ;a ;g _ - -� - - . - _ LAUREL AVENUE rot be ixat d wnnN grorbwwar.Fa rota baoro trot me p sett I I rc _ Z w mN gramdwamr,pmt a,m Cara mu>e-min d.N�Meal aLwt - - It. I L . . . . . . . . . . . . . - LOT 4-SEPTIC xeeNg and Wckl ng to prevent danage!o lank wo s,care au S I I 1 �_ -122 tw,ks>nw tl x x d by ac nonv:octurer comp eta y a>ser5 cd 1•, .drE 21,2022 r - - I I - - - - . - - ' ' • ' • ' - - - ' ' ' I daca°ea or s1m.ero m,k is mwerm m ae elm N-ctbro,ou m I )�mt>>roll be-oleo vela--ght go>kct>.All tanks>roll be TEST HOLE DATA TEST HOLE DATA I I - - _ - - - it emd for water 11911-1 a'ter irstollotlon u g°method DATA FROM sIBDIV510N DATA FROM sUB01 ISION MAP I I _ It- >peelfbd ay ae rar�!actrwer oM dpprwee b7 tm DepmLrenL. MAP of BAYBERRY ESTATES OI,,•ESWA 1.1 9.LLussrs=e V 1815 LAUREL AVENUE LOtLEMATION s1.t9DIVLICM 5 3°Cl'3O"E I I 146.I6' S14°35 0"E 29.11' EL.=24.38' c>wFen tmk me'remnm N mavw.vter,Un de>ig, DATED rvOJEMBER:9,]OI] DaT6-LLY s.]ms EL.=25.85' I 1 PRGP.2o'd POLYLOK D:ST.BOX SOUTHOLD,N.Y.11971 prciee>bral,null ecbn't b aymcu celcvi.Iwls tv prove Me cH d d (SAMPLING POIi ;;MAINTAIN 5'd of ae to^k fwim cr.l-wt mcly-Iro m ae menkn of balb>U nin TEST HOLE a3 TEST hOLE aB TEST HOLE'A' 2'MIN.DISTANCE FRGM I/A OWTS ba at most Is etas mma awl ae:,elq,t or ae roam!aiepleced. e AF..RESPECTIVELY :DRAWING TITLE, ,ro u,awrey toles mlo-e s•e'I�dare w,Na nlorese c:¢ected/recarave molwawomr e'evotbn wlm the tank empty.Soil EL•2B9' EL°DB an tap ar lro io,k(s)ero1 roe w eoroberm wren DL ,oP ,OP NOTES cover of eo[eanmNg IN,,amo°nt or--lea wuml welgne regvvetl. s' soil ID ,OIL _ ---------------------_----- SITE INFORMATION i ------------------------------ - --i EXISTING WATER MAIN SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 5M LDA„ �`°�'D � � LAUREL A V E N U E H.E5, REFERENCE NO.: _- -__-- Q• �'L 1 PAGE: CCpp I IA/OVVTS Fuji Clean LOAM J r-101.00 _AND a 11II'' SITE LAYO.:NOTES: L1-I I. THIS IS. AVERTED-5 SITE PLAN a IS DATE:Ol/09/24 1 OF 2 GRAVEL 69' - SUB;ELT TO VERIFILATICN BY A LICENSED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Z 5URVEYOR. THE INFORMATION PERMIT FOR APPROVAL OF CONSTRUCTION FOR A �LI sP sA ro e 11' R PRESENTED ON THIS SITE PLAN 15 TO THE GRAVEL ARCHITECTS BEST OF KW EDCr_. ' SINGLE FAMILY RESIDENCE ONLY \ 2.INFORMATION-5 CBTAINED FROM \ 51RVEY DATED NOVEMBER 6,2023 Ah'D PREPARED BY: SAND Q EO SP NITH I\i ENGINE£R•S CERTII ICA TION RE*LIRE 1. Y00O STRAND RA a GRAVEL z RIV 09TRAhmER AVENJE DATE H.S. REF . s BM IT P.E.OR R.A. CeairfcAT oN RIVERHEAD,N.Y.11901 1/23/2024 R-23-1836 D 0. ¢ �,�' Fee: INSTa LIATIDN AN\ CON BTRLIGTIDN APPROVED tv'yri`•'��^� LOM.ETs:w cRDlaswAreR EuoIINTFREc '�I of IAIOWTS Yr _ 0 l4 IN EITHER TEST FOsE.HIGHEST FAR MNA L A-Iii V AL. FOR MAXIMUM OF 6 BEDROOMS E « '�DW"'4F.L�L sl6,BD.1 ° IFl0 20 �_ 4o f9j. oa7gB5 yOQ- EXPIRESTHREEYEARSFROMDATEOFAPPROVAL ITD I SITE PLAN GRAPHC SCALE Fop14 LOM06r°:1J0 GRWfmirU.TER ENCOUNTERED. (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT^N 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT ITO 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';HALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 110101 VE tel. 631.727.2503 fax. 631.727.0144 D�Y odmin®youngenglneering.com NC CO — CMF - ' Howard W. Young, Land Surveyor - ' $ Thomas 0. YVolpert, Frofesslonal Engineer ,m Douglas E. Adams, FroPesslonal Engineer Don1el A. Weaver, Land Surveyor fiO � SITE DATA \ AREA = 35,054 SQ. FT. \o SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" V FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS \ FILE NO.12281. \ S \\U) nc ���1 n l o m No \ \ \0 1 1 \ 1 1 1 Lot 3 � 5ubdivisioG\ustered \ \ � LL Messina$pin Subdivision \ \ o I ' Con$erv°tt0 Rcs` N \ SURVEYOR'S C61TIFICATION \ \ S0 1 e *WE HEREBY CERTIFY TO MARRATI M E: CAPITAL V LLC, ALL W SHORE ABSTRACT, LTD & FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS SURVEY WAS PREPARED IN \ ✓ ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY 30"E I� m THE NEW YORK STATE ASSOCIATION OF PROFESSIONALs�;t1AlD3�lRyEYORS. °5 ,w o 1,176 RCS N04 i W ✓ o , 2 { RCS __-- p c, Q W Z7 g W Z \ + m DANIEL A WEAOVER,N.Y.S. 507713 Rf � ,Z.S• w -boy.---- {Cl SURVEY FOR AO' �° 01MFARRATIME CAPITAL V LLC kp o ° o —�` ` LOT 4 "MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" �, AMEN E a- "'o Lot 4 tt o o o , 01NM at Southold, Town of Southold Subdivision- P a p "Messina 80/60 Clustered �i� PCs Suffolk County, New York N o Conservation Subdivision" �` `` FOUNDATION LOCATION SURVEY s o County Tax Map District 1000 Section 56 Block 01 Lot 1.2 FIELD SURVEY COMPLETED SEPT.26,2024 �' S76o�2'30LLW 1 MAP PREPARED SEPT.27,2024 RCS t\ Record of Revisions 0115 \ 1 REVISION DATE LEGEND ter ' \ ' na g016p C1a vi$10n,1 t a 9awriolt 1 „Mess rvatlor\Sub CMF =CONCRETE MONUMENT FOUND Con \ \ CM5 =CONCRETE MONUMENT SET t EOP =EDGE OF PAVEMENT RCS =REBAR CAP SET \ } WSF =WOOD STAKE FOUND ` \ W55 =WOOD STAKE SET 40'40 0 20 40 80 120 • =END OF DIRECTION/DISTANCE ` \\ \ a 1 = JOB NO. 2023-0130 Scale: 1" DWG. 2023_0130_foundation_loc 1 OF 1 0 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION T200 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES 7D EOOSTINC STRUCTURES ARE FOR A SPECIFIC PURPOSE AWD ARE MOTTO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARNC THE LAND SURVEYORS INKED$µ OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TD BE A VALID WE COPY.(A)CERTIFICATION NDCATED 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 USTED HEREON,AND TO THE ASSIGNEES OF THE LENONO IH=TUTKON CERTIF1CA710NS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)!CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Rfverheod, New York IIQOI F�4— tel. 631.727.2303 fax. 631.727.0144 admina youngengineering.aom pRj\JEN olm- Ev01 ..�� JCMF Howard W. Youn Land Surva or yENN , ........ � 10 Thomas G. Wolpert, Professional Engineer is Douglas E. Adams, Professlonol Englneer �., 0 Daniel A. Weaver, Land Surveyor OQ a Ift\ @ 1 W - E SITE DATA AREA = 35,054 SQ. FT. SUBDIVISION-"MESSINA 80/60 CLUSTERED CONSERVATION SUBDIVISION" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 05,2023 AS `o FILE NO.12281. S 1 1 1� 1'PG u� Q rn � 1 N 1 1 \ 1 1 1 t 1 1 I.ot 3 Subdly b on ed �Cluster , ; 1 V7 Cohs 1 d\v�s� \ 1 RCS SURVEYOR'S CERTIFICATION N �; , *WEHEREBYCERTIFYTO MARRATIME CAPITAL V LLC, ALL O ELECT .+ , SHORE ABSTRACT, LTD H& FIRST AMERICAN TITLE 0 130„� ; MARS r �,m INSURANCE C O M PANY THAT THIS SURVEY WAS PREPARED IN N N-16°52 o ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY W THE NEW YORK STATE ASSOCIATION OF PROFESSIONAtrI-hi. URV ORS. c E w 1. RCS 11 cow ITT\t G 1 \r C MZ>?ttF wsF ' CN F .. S X.m 0.5'E W�POOt `I a 301' is ✓ ``• '\.+I'.i..} I,� L ` 15 �\ 0.71 C00 ME)T 1$ 0 0.5 ' W° M -+l 27.9' O ENT N D V E j Y I O m J W RCS MPS.p� , '1 _ CO >FZ / �✓6..-C' rT `� po m p VJTS bDB CONa o t K r \G'�Sr ~"y SANITARY MEASUREMENTS w �0 w PAS` , �' \ HOWARD W.YOUNG, .S.L.S. .45893 3 g MS < 97 $ Ix 5' tPl -bo'a'+ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 �J`d, :,; / A Z 'o Ln i� OWTS 21' 59' w De 29.5 65' % cb 0- 2g5,, f �40' _ SURVEY FOR LPl 27' 71' v` O w 30 �° My -'' MARRATIME CAPITAL V LLC p G -d Q $SA RCA F ` LP2 34' 59' 0 6 N ,r CP p- � I �L 8ec - 0 0 Ln ; ` r ENvE LOT 4 u MESSINA 80/60 CLUSTERED Ln 0 o °, G coLot 4 -`"" ^' ONp Av CONSERVATION SUBDIVISION" E n SERV LCE Subdivision- o at Southold, Town of Southold `� �.h at 80/60 Clustered ;z g 1 u+, w b RCS _—� Suffolk County New York 90 a. Conservation Subdivision" 7` r FINAL SURVEY o � 00 00 `\ , LEGEND PSI 2 County Tax Map District 1000 section 56 Block 01 Lot 1.2 p yew, F BBA =BELGIAN BLOCK APRON o 6 E 576J213� FIELD SURVEY COMPLETED SEPT.26,2024 BBC =BELGIAN BLOCK CURB MAP PREPARED SEPT.27,2024 CE =CELLAR ENTRANCE PO RCS t CH =CHIMNEY of dot 5 1 Record of Revisions CMF =CONCRETE MONUMENT FOUND 1 d�vtigioh" red 1 1 CMS =CONCRETE MONUMENT SET 1 Su div to t FINAl-rU GATE EOP EDGE OF PAVEMENT 11 S\na 60 Clod Ter 111 1 , FIPtAL Sl1RVFY Nov 14,9��5 MLF =METAL FENCE , e'ervation Sub 1 MSW =MASONRY SIDEWALK 1 , \ PRF =POST Q RAIL FENCE 1 1 J `j} 'L ,� L 9 RCS =REBAR&CAP SET t 1 S RO =ROOF OVER I WIF =WIRE FENCE t 1 m WMR = WATER METER 1 WSF =WOOD STAKE FOUND 40 0 20 40 80 120 wss =wooD STAKE SET Scale: 1" = 40' WV =WATER VALVE =END OF DIRECTION/DISTANCE JOB NO.2023-0130 DWG.2023_0130_fs 1 OF 1 PROJECT/ZONING DATA TAX MAP• 1000-56-0I-0I.2 a a ZONING DISTRICT R-HO NON-CANFORMIN6 p W M VACANT LAND Y N DISTANCES TO SEPTIC SYSTEM CONPONEN75 Q ,l OPEN SPACE PARCEL ix .0 In (MEASURED FROM BNLDIN6 CORNERS) In O SYSTEM COMPONENT CORNER•A' CORNER'S' — }0 -'SPLIT'RAIL'FER6E BETWEEN LOT A"ND OPEN P/�RGEI:o' '-'"'" ' '� a '°°-91JI CLEAN LENT T I/A DINTS 2Lo' s9.o• ^--� Ems.=29.54' ✓ J FENCE TO BE MAINTAINED BY SOUTHOLD TOWN o C N Z p d N Y 'D'-20'0 POLYLOK DISTRIBUTION N13°O-f'30"W 145.60' NI4-55'10"W 51.6-7' f0 a U BOX 295' (15.0' X 7 N t, 'E'-H'O X H'LEACHING POOL 2T.0' T1.0' yL,, N m Y N C cc LEACHING POOL 34.0' MEASUREMENTS AS PER SYSTEM INSP TION CONDUCTED MARLN 20]025 / BY HOG PLUMBING t HEATING t NOTE,MEASUREMENTS ARE TO THE CEMER OF COVERS. I POOL , EQUIPMENT STONE PATIO<8" +U FROM GRADE; O POOL) GUNITE IN-GROUND I,000 SF z OA SWIMMING POOL W M�� a W N Q DYL; IN O o LU °� I I 0) IL ' i cn 4'HIGH POOL FELA- _ AS / ♦ /� (D y 00 I PER NY5 CODE; . I SELF-LATCHING I �t SELF-CLOSING G PR POOL FENCE APPROX.4-70 I 0 Z LINEAR FEET i 1 2-STORY WD.FRAME DW F-oELLING I F U ' BASEMENT 4 GARA5E ON II SLAB Ul IU (4 BEDROOMS) I i a F.F.EL.=2-I.l' 3 i GARAGE SLAB EL=26.6' L � I - ---—- ----- I - ( ruICLEAN ALARM/CONTROL I STONE WALKWAY B I m I 1. I PAIL t LINE FROM. I/A DHTS I D F I I I I A FUJICLEAN CENT I/A OWTS;VENT TOAS 1 j I Fl1JIMAC AIR BLONER A I I I I ROOF RZ°TJ I I m `ydt \. I I/A OW (PER.MAW. I I S�C.S)-0 PVC AIR LINE TO j �� SPACEI I c F 1 FOR _ n 'MuR - GRAVEL m I DRIVEWAY I I w E I Z PROJECT: LAUREL AVENUE w I '722 LOT 4-SEPTIC —�-1 - --- ------------ - 1815 LAUREL AVENUE EL.=25.85' S13'O-1'30"E i i 146.16' S14°35'10"E 29.11' EL.-24.38 SOUTHOLD,N.Y.11971 f a m DRAWING TITLE: SITE INFORMATION SITE PLAN WATER MAIN 5UFFOLK COUNTY HEALTH DEPART ENT Af�PROVAL LAUREL AVENUE H.S. REFERENCE NO.: R-25-1836 j PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SP-101.01 APPROVAL OF CONSTRUCTED WORKS FOR I° 5O ASINGLE FAMILY RESIDENCE SITE PLAN GRAPHIC SCALE DATE:-/07/25 lOF1 SCALE:I"=IS'-O' Date 12115/2025 H.S. Ref, No. R-23-1836 The sewage disposal and water supply facilities at this location have been 5�aeDA M. inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF 6 BEDROOMS. o �37405 A0� JO.•I. THAN PAN, P,E.,CHIEF FOFNE� Office of Wastewater Management Generated by REScheck-Web Software Compliance Certificate Project 1815 Laurel Ave (Lot 4) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg, faces 90 deg. from North Conditioned Floor Area: 4,050 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1815 Laurel Ave Southold, NY 11971 'Compliance,: Passes%using UA trade-off Compliance: 9.2%Better Than Code Maximum UA: 765 Your UA: 695 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,883 49.0 0.0 0.026 0.026 75 75 Wall-East(front):Wood Frame, 16" D.C. 1,341 25.0 0.0 0.053 0.060 50 56 Orientation: Front Door to garage:Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Front Front door: Glass Door(over 50%glazing) SHGC: 0.40 69 0.270 0.320 19 22 Orientation: Front Windows-east:Wood Frame SHGC: 0.40 313 0.320 0.320 100 100 Orientation: Front Walls-North (right): Wood Frame, 16" o.c. 1,083 25.0 0.0 0.053 0.060 54 61 Orientation: Right side Windows-north:Wood Frame SHGC: 0.40 66 0.320 0.320 21 21 Orientation: Right side Wall-South (left):Wood Frame, 16"D.C. 1,083 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Door to garage: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Left side Project Title: 1815 Laurel Ave (Lot 4) Report date: 01/17/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Windows-south:Wood Frame SHGC: 0.40 228 0.320 0.320 73 73 Orientation: Left side Wall-West(rear):Wood Frame, 16" o.c. 1,341 25.0 0.0 0.053 0.060 55 62 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 304 0.320 0.320 97 97 Orientation: Back Floor:All-Wood Joist/Truss 2,883 30.0 0.0 0.033 0.047 95 136 Compliance Statement: The proposed building design described here is t with the building plans,specifications, and other calculations submitted with the permit application.The proposed bui esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandat re ed in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater ��� m 18-JAN-2024 Name-Title Sig ure Date �TFOF NE`N�O Project Title: 1815 Laurel Ave (Lot 4) Report date: 01/17/24 Data filename: Page 2 of 2 t . APPRO ED AS NOTED DA •s ,p#_LSD �� PLUMBER CERTIEICATIOA ON LEA D-CONTENT,8EFOF FEE 3 Z `.6BY: CERTIFICATE OF OCCUPAAI NOTIFY BUILDING DEPA MENTAT SOLDER USED IN WATER_ 631-765-1802 8AM TO 4PM FOR THE SUPPLY SYSTEM.CANNO FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REOI !rr� EXCEED 2110 OF 1% LEA r FOR POURED CONCR+=7` 2. ROUGH-FRAMING& 1-:.. 3. INSULATION 4. FINAL-CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. 4SPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE: REQUIREMENTS OFTHE CODES OF N-E-V,� YORK STATE. NOT RESPON'-'��OBLE FCC.: DESIGN OR CONSTRUCTON ERRORS 'RUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES DO`:NOT PRQCDIIhI,.:. AS REQUIRED AND CONDITIONS OF FRAMING UNTit O F-FO U N DAT I ON:L . 'J( ; SOUTHOLD TOWN PLANNING BOARD HAS BEEN AP MUTHOID IOV7 USTEES LD HPC Blower door SCHD and ductwork testing required. OCCUPANCY OR U�E i S UNLAWFUL Must provide Manuals D, J and S as per WITHOUT CERTIFICA . NYS Energycode OF OCCUPANCY All exterior lighting RETAIN STORM WATER RUNOFF installed, replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE, to Chapter 172 of the Town Code ALL PLUMBING 0i &WATER LINES NEED T-St ING BEFORE COVERING \/ACANT LAND K4 a OPEN SPACE PARCEL I SPLIT RAIL FENCE BETWEEN LOT AND OPEN PARCEL; FENCE TO BE MAINTAINED BY SOUTHOLD TOWN i r2 EL.=2q.54' Q N13°07'30"W 143.60' N14°3510W 31.67' Li w J • - - w _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ w w w _ _ _ _ _ Q 'J Lo . " _ _ - 'S0•� ,�REA`Or LOT TO'REM,hIN ?�S` ,�� • - - - - - - - - - - - - RER COVENANT- ,$ RESTRIOTIONS_ }� . $ o co _DA•ATE,p 5TH. OF MAFGH.2Q23 _ _ w - - - - - - - - - - - � CV �; o PROJECT LOCATION &SCOPE • - - - - - - SITE PLAN &ZONING DATA 0 L) cfl - w - - - - - - w _ - - w �.t .. , -c LO c � � O GENERAL NOTES Q o- O . . . . . w w _ PROP. - _ - _ - _ - _ ENERGY TABLE POOL z _ " + r - r - - . . _ _ . . - ", STRUCTURAL DESIGN CHARTS r , J W /i'ROP� PROPOSED .00 POOL -10' MIN. I.C. POOL NOT PART ^♦�. HOEDOWN, ANCHOR BOLT, OF THIS FILING - - - - - Q STRAPPING, & NAILING DETAILS p Q J • r • r r - r r _ FASTENING SCHEDULE - - - - F - - - - - - �_ _ _ o �4 0-00�.00 V •- O t> �' FRAMING GRAPHICS bo' REAR YARD SETBACK BEAM CONNECTION PATTERNS ^♦ FIREBLOCKING DETAILS W . I PROPOSED FOUNDATION PLAN A- 101 .00 � '_ + O PROP. 4' HIGH POOL FENCE Q- M - - W F �rJa`an LNG Rat} red U .PRQPANE Q _ _ m Q moo,.; �L------ LOCATION ------- w 1 w w v ■0) w . . . . . w 1�--��►--�►------ -- --� Q- p Q J L.OGATI ON MAC A- 02 .00 PROPOSED FIRST FLOOR PLAN 1 SCALE: NTS n, p w " - " �- PROPOSED SECOND FLOOR PLAN SEE;DR,YWF�L QE1TAlIL PROPOSED 2-STORY ND. " I" r r VA 40 2 FRAME DWELLING w/ BASEMENT FR,OPOSED S I NO LE FAM 1 LY RES 1 DF-NGE �\ 4 GARAGE ON SLAB - - A- I O�.00 • /PROP.>� IO' (4 BEDROOMS) - - - • • PR,O�'OSD I A OWTS PROPOSED ROOF PLAN • - - D.W. / MIN. Q GARAGE 'SLAB EL.=26.6' - - • - � ,T DATA : . w w Q1 \ - PROPOSED EXTERIOR ELEVATIONS THOL sm mv Q�N GCE 2P.>C� -------- ------- .a.,, ........ \ \..: ----- r _ _ _ _ w LOT-SIZE / AREA IN 5,054.0 ALLOWAB' E TOTAL EXCESS OF 50,000 55,054.0 S.F. S.F. GFA GFA _ " I - " (d) ,LOTS CONTAINING UP TO 5,100 S.F. • I I I _ A®2v� .®0 40 CO-S.F. MAX. r • • � � " r i I I I • � " r - �O PROPOSED EXTERIOR ELEVATIONS " I 1 j I PROP. " " ALLOWABLE S.F. / PLUS • - - { • - - I I I I - STONE WALKWAY I- - - _ - 7.5`� OF EXCESS LOT AREA 4,550.0 S.F. 37ci.1 S.F. 4,72a.1 S.F. 4,723 S.F. I I I I OVIER 50,000 " I I 50' FRONT YARD SETBACK r _ _ w \. • _ w CCU\°: \> \�.�\\\sr.�e'\�a>.��\"\\,\O.:\:\,\\��\\\... �:°..\��.�:a's: � �\>� BUILDING SECTION \ A 501 �00 s / \ ���� PROPOSED IA I PROP. E \. .:. .... PROP. \ „ :: .::: :. . :..a;:>..,: \. �` OWTS D.W. / ,Y� \ \\: \.\ \.•.::s>, :•: O - o _-� ;cam UT# ? I \, D.W. / I r 1 A1 \ i/ .\ t«✓IL✓ \�\i :\�\�\\�\\ \� - - - - - - - 1 j PROPOSED / - - - - - - - - • - - - - DE:50RIPTION (FOOTPRINT) AREA COVERAGE �u, ASPHALT o . ' - - - - . . . . . . . . . . -6 A-�JO2 .O0 BUILDING SECTIONS 10 1u� DRIVEWAY TOTAL LOT AREA 55,054.0 S.F. cq . r _ r Iw I� w w w w PR(OPOSED DWELLING 3,257.0 S.F. a.4% z I� Iw I I - - - • - - - - - - - - - - - - - - - PRcOP05ED INGROUND POOL 500.0 S.F. 2.5% � _ _ o I I - w _ w _ _ _ _ _ . w _ _ _ . _ . . _ _ A- -OI .00 - - - - Itu I� cV PROPOSED FRONT COVERED 2572 S.F. 073b DESIGN DETAILS w 11 w _ w _ _ _ w _ _ r r r 1°!1 POIRCH m I 10 - - - - - - _ - - _ - - • _ _ - - - • - - - - V PRcOPOSED REAR COVERED I o- 113 t- POIRCH 235.0 S.F. 0.796 LI1 _ w _ _ _ _ I� I� _ _ r _ _ r r w _ _ _ _ _ _ _ _ _ _ _ _ _ w _ _ Z 0 10- 1 a _ _ w r • w - • " r " - " - T07AL AREA OF ALL STRUCTURES 457a.2 S.F. 15.1% �w-' I I A-402 .00 DESIGN DETAILS o - w - - . ' _ • I I w r w r MAXIMUM LOT COVERAGE ALLOWED: 20% \ \\ PROJECT: i \ I4 35 l o _ 2 _ � �i� :{�. �.JL�\��N ..�4'N.. 3 (LL��1�C> �° �����. 513 07O E I I 146.16 S EL.-24.38 > . b 0 �' L ?;'1 OYf`(\ Y.�SE 2L � OIS \ ' J- I ® .®0 sa,:... . . :,� �.:.:..... .. \��. .. .14 „ .,\\R�, PROPOSED STRUCTURAL PLANS AU N U E EL AVE PROPOSED COMPLIES LOT 4 -------------------------------------- -- MIN.FRONT YARD 50.0' 60.5' YES ---------------------------- �j- 1®2 .00 PROPOSED STRUCTURAL PLANS 1815 LAUREL AVENUE ------------------------EXISTINdC WATER MAIN MIN. 51DE YARD 20.0' 50.2' YES L A U R L A V E N U E MIN. GOMBINED SOUTHOLD N.Y. 11971 SIDE YARDS 20.0 a5.3 YE5 MItNI. REAR YARD 60.0' bah, YE5 5-10J.00 PROPOSED STRUCTURAL PLANS � DRAWING TITLE: -- MAXIMUM HEIGHT 55.0' 54.1' YES PROJECT LOCATION &SCOPE .. .ge:C,.:.\ccc�.. vs\\ \ ... . . ., > ,. \... SITE PLAN & ZONING DATA PttlE�,T / G�lltC DATA \ \\\\\ \ me ANU �j- I®�,0 PROPOSED STRUCTURAL PLANS 51 TE PLAN TA,X MAP # 1000-56-0I-01.2 AVENUE SCALE: 1" = 15'-0" ZOINING DISTRICT R-50 NON-CONFORMING PAGE: LO'T AREA 0.8 ACRES - -10 ,00 DWV/ WATER SUPPLY RISER CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THI5 SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED GL>=ARING 5UFFOLK COUNTY HD APPROVAL R-23-I536 4 BEDROOM GAS RISER L)" 3. - ERE FEDERALLY ,:,...,.,.,..,.3~.:: .,,..:. m oo RESTRICTIONS. DECLARATIO N MADE 5TH DAY OF\MAY 2023 AND AS LONG EARED BAT AND ITS HABITAT W F ERALLY LISTED AND RESTRICTIONS. \,,�:,>, . ��.,..�, .� ���� °° ° APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPE'UITY, IN THE EVENT THAT A LOT 15 CLEARED PROPOSED PROPOSED YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NYE; BEYOND THE AFOR.EME !TIONED PERMISSIBLE LIMIT, THE AREAS MUST I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC,. BE RE-VEGETATED BY rHE LOT OWNER ACCOR:�ING TO A HABITABLE OR055 SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN -'.EVIEWED AND APPROVED IN WRITING BY THE SPACE AREA DATE: 01/19/24 1 OF 19 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 50 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY" WORK BEING CONDUCTED ON THE SITE AT THE FIRST FLOOR AREA 2,a00 S.F. 3,26b S.F. CONSTRUCTION , ON FILE WITH THE 5OUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEAR, dG 15 DISCOVERED, INCLUDING INTERIOR DEPARTMENT. AT THE TIME OF THE CREATION (OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL B' STOPPED UNTIL THE SITE 15 RE-VEGETATED DRAINAGE SYSTEM INSTALLATION NOTES THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (50Y° LIMIT) ACCORDING TO THE RI!-VEGETATION PLAN. IF THE SEASON DOES NOT SECOND FLOOR AREA 1,457 S.F. 1,457 S.F. A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 L15TED BY THE NEW YORK 5TA7E DEC, AS A 51PECIF-5 OF SPECIAL 4. EX15TINO NATIVE VEGETATION INCLUDING GROUNDCOVER, SHRUBS PERMIT REPLANTING IN"�1EDIATELY, WORK MAY CONTINUE AFTER A WATER SERVICE LINE, UNDERGROUND UTILITY LINES, !SEPTIC 3 CONCERN. THI5 PROTOCOL LIMITS THE TIME OF YEAR CLEARING 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARA`•TEE 15 PROVIDED IN THE AMOUNT IT WOULD COMPONENTS, LEACHING FIELDS, 5EWER COMPONENTS, OTHER AREA TOTALS 4,237.0 S.F. 4,723.0 S.F. ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND C05T TO FULLY IMPLEI'';NT THE APPROVED RE-VEGETATION PLAN. SITE LAYOUT NOTES: DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS" "- ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 A MINIMUM 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 4 -� • , ° 4' " TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION \,��<;:•,:,.. �:;���.:•; � .:. ,.,;,,. ,�, :; .: .�.., , >�� �� SUBJECT TO VERIFICATION BY A LIG SED PROPERTY LINES PRIOR TO CLEARING. .,�\\\\�; � ,;,... , � �, 9 I.I. ANY CLEARING AT THE 51TE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL b ,, � �• Sb SAX. AS + pjiIj�� �jOy ,,,;,\ SURVEYOR. THE INFORMATION A MINIMUM 20 SEPARATION IS REQUIRED BETWEEN DRYWELLS AND PRE BURIED R NOVEMBER 15 OF ANY CALENDAR YEAR KILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE REPRESENTED ON THIS SITE PLAN IS TO THE PROPANE FUEL TANKS. .... ,.. \ \,. .>. ARCHI G E5T OF KN W EDG CONNECT AL GUTTER COLS SET FORTH BY EXTENT PRACTICABLE. \, :.:..:::.;` TE T5 B O L E. L LEADERS TO NEAREST DRYW.ELL a I WILDLIFE 5URVEYS FOLLOWING THE PROTON f THE 5OUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND 2. PRIOR TO ANY CLEARING OR GRADING, THE A'�FFLIGANT MUST BUFFERS SHALL BE CLEARLY STAKED ON 51TE AND INSPECTED BY LO'T 51ZE 55,054.0 S.F. 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: PROVIDE CORRESPONDENCE FROM THE NEW YiORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE SURVEY DATED NOVEMBER (o, 2025 AND .01 PROPOSED ROOF COVERAGE = 3 clOb 5.F. DEPARTMENT OF ENVIRONMENTAL GON5ERVAT'ION (NYSDEG) COVENANTS AND THE SUBDIVISION MAP. PREPARED BY: REGIONAL OFFICE WITH A DETERMINATION ABCDUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE 50% OF LOT REQUIRED TO REMAIN 17527.0 S.F. PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,214 S.F. ` ra TOTAL IMPERVIOUS COVERAGE = 6,610 S.F. O® CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNG ASSOCIATES 6,610 S.F. x 2" RAINFALL EVENT = 1101-I G.F. STORAGE 'REO.'D rt• f-IINA IL It #If L NUE I U() 1 4 Jc THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THI5 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE AREA OF PROPOSED CLEARING 17,404.0 S.F. 400 OSTRANDER AVENUE RIVERHEAD, N.Y. 11�101 (1) &'0 DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 17,650.0 S.F. (5) b'4> x IO' DEEP D.W. PROPOSED = i266.6 G.F. STORAGE PROVIDED f - -- - --- - - - - NOTES $ SFE(f,I F I GAT I ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I AT I O I S IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THIS CONSTRUCTION COCUMENT BINDED 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. __1 BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED;KITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE R:EQUIREMENT5 OF THIS DOCUMENT BLDG. _ BUILDING K KIPS (1000 LB5) M I. NO WORK TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARN5 CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS W APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS I Ili 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOCTIN65 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM -j (13 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HAN6ERS BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING C'') STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL Q �_. N PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMP051TE LUMBER, 5. WALLS TO BE POURED CGNCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lf) 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -11 � � O A ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE clLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM r AND AUTHORITIES HAVING JURISDICTION. r- O RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 -][NORTH AMERIGAN VERTICAL DATUM OF Ici88 _� - O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ � 4. ALL ONNER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, -1. FOOTINGS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWIN65. •t N �. O OF THE OWNER/SUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE � INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C � Z d' -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER 6R.ADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAN POCKETS, UTILITIES, ETC. TO BE FILLED O_ .� r- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. CONTINUOUS O.G. ON CENTER �, X •Y N SHALL BE CLARIFIED WITH THE ARGHITEC'�T/ENOINEER BEFORE PROCEEDING O U i WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C DBL. DOUBLE OGG. OCCUPANCY m &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �{. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. OO a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6R.ADIN6 AGENCY WHICH COMPLIES WITH THE b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT REQUIREMENTS OF U.S. DEPARTMENT OF GOMMERGE P520-aq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C N O M UNLE55 APPROVED BY THE ARCHITECT/EN61NEEiR. Q O 2 O DAYS OF 4,00o P.S.i., U.O.N. f DIM. � DIMENSION P. GONG. POURED CONCRETE '1. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALT. A I ci0.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIR.EMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q. DO NOT SCALE DR.AWIN05, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4' THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - A. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. � EQUIPMENT REQ'D � REQUIRED w CERTIFICATES, CERT. OF OCCUPANCY OR. COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNIN& BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER L. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH GRADE. F.A.I. � FRESH AIR INTAKE R.R. � ROOF RAFTER �+ 12. THE ARCHITECT IS NOT RETAINED FOR: SUPERVISION OF THE WORK AND I5 A57M V5456 STANDARD SPECIFICATION FOR EVALUATION OF ■�■ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL 0 EXCEED 8'-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITEGT/EN&INEER. NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL &-004. 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES USING PREFABRICATED 1"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE S REASONABLY SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ■■�• RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE Ia. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS j CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DEVON DRAWIN65, WHERE EVER APPLICABLE. r 15. THE CONTRACTOR SHALL CARRY WOR:KMAW5 COMPENSATION AND GENERAL I'l. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK C LIABILITY INSURANCE. ALL SHALL COMP'-Y WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROTECTIOS 6" ON EACH SIDE OF THE FOUNDATION WALL. I FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - < ■F Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM C-I01 CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr IF I TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL I 0. W AS PER PAGE 0-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 0 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OGGURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARI51N& OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2 IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGI$L'E PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. I HOLD DOHN 11 w/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM).(B) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD - < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (252) PERFORMANCE STANDARD FOR RECEIVE CLARIFICATION FROM ARCHITECT/ENSINEER PRIOR TO PROCEEDING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REOAR:DLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL STOCKPILE TOPSOIL OBTAINED FROM 57RIPPIN6 DRIVEWAY AND BUILDING HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEOR6IA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOGk:WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I }�' TO BE SURE THEY ARE IN ACCORDANCE WITH THE DR.AWIN55, 5PE y��CIFICATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I`ISULATIOI�l $ FENESTRATION REQUIREMENTS APPLICABLE CODES AND GOOD PRAGTIGE. DEVIATIONS FROM THE DRAWIN65 22• I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCHITEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESION CODE PRESCRIPTIVE VALUE 19. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ANY SHOP DRAWINGS R.EQUIREMENT5 AS SET FORTH IN THE MANUFAGTUR:ER'5 CODE GLASS WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSEC(:,C) COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 1. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHER.WI5E SPECIFIED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE = 0.25 MAX.U-VALUE = 0.32 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.1 GELLULO5IG FENESTRATION U-VALUE MAX.AIR LEAKAGE - 0.50 GFM/5F YES NHI CH INTERFERES WITH NEW CONSTRUCT ON IN A WORKMAN LIKE MANNER.CONTRACTOR T REMOVE B RELOCATE REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR CLEARANCES ARE PROVIDED. AIR LEAKAGE = 0.3o GFM/5F PER R402.4.3 d TABLE R402.1.4-CLIMATE ZONE 4 WHIN IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLULOSIG FIBER INSULATING BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 5. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY &LA55 UNIT INSTALLED " GEILIN6 R-VALUE R-26 FOAM SPRAY INSULATION NV MIN.R-VALUE - 49 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS Ib.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, R-21 BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE R:EQUIR:EMENTS OF U.S. UNLESS OTHERWISE NOTED. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(211XV)WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE - 20(CAVITY) 22. PROVIDE FIR:EBLOCKINS AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 259b OF THE ACTUAL DEPTH. BORED (PS- I), THE 60VERNING Bl'ILDING CODE, AND ANY ADDITIONAL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FRAME WALL R-VALUE (R=WINCH)W/R-II BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5TUD DEPTH AND THE EDGE MANUFACTURER'S SPEGIFIGA-IONS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FGs:TH IN APPLICABLE GORE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. MIN R-VALUE - 19 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE FLOOR R-VALUE R-30 GATT INSULATION �P�TABLE R402.I„2-CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF 1�I90 (AWCPA), WHICH HAS SEVERE PENALTIES. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GOMPLIANGE.STATEMENT 25. FOR NEW WALL5, A PERFORATED 5HEAR WALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR TO THE 5E51'OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFIGATIONs ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE DODO NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 ERE]. ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 $ 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND u2 CONSTRUCTION;557V 10-qa AND 2015 5113c' HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING H HEX BOLTS AND SCREWS (INCH SERIES). "i. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN&5, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LA6 5CREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEAALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). A5ME 5195.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LA55 0 R.W 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE R.EQUIREMENT5 OF AN51/TPI I NATIONAL DESIGN a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH w BE USED IN ACCORDANCE WITH MANUFACTURER'S R.EGOM�IENDATION5. WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND EGRE55 < 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. IV' GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TR:UCTURAL QUALITY, REQUIREMENTS. - 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 'r �LE �301 '7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEAR.1NALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTUR.ER'5 TEMPERED 6LA55. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HEARA ALL HARDWARE (w/ NOTED VALUES) a ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG II. EXTERIOR GLAZING SHALL BE PROTECTED FROM RNE DEBRIS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/ 6" RISE 4w/ (2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUUIREMEIREMENTS OF THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA AOE AND ASTM E O NI MODIFIED TI 20HA NY5 ET STRUCTURAL MEMBER BA510 WIND SPEED 150 MPH ��� E ��E U E RAFTERS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION ��� 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE R.EQUIR.EMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE AN51/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH IN/ NO FINISHED CEILING ATTACHED To RAFTERS SEISMIC DESIGN CATEGORY B A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 6' 5HALL Ib" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING 5HINOLES 2.21. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B I8.6.1 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR HALLS d PARTITIONS H/I80 WEATHERING SEVERE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HINOLE5 OR APPROVED EQUAL. WOODSGREWS (INCH SERIES). . ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 1815 LAUREL AVENUE To THE FOUNDATION OF T" AND DATI WASHERS. AON WITH ANCHOR BOLTS HAVING A MIN.B B 2OLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS d PLASTERED GEILIN65 L/360 '-IUM OF ONE ANCHOR BOLT SHALL BE 3'-O" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '(" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE To 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE ION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL AL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12" OR CORNERS LINE. B 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE EXTERIOR WALL5 W/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER R:EQUIR:ED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. P�UMBINO GENERAL NOTES CONSTRUCTION.ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC R.E&ULATION5. TO 20M NATIONAL ELECTRIC CODE, NFPA-70 AND 2020 NEW YORK STATE SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTR.UGTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR 5HALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION COMPLETION OF WORK. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON„ AND AT BASE OF VERTICAL HASTE PIPES. PERMITTED 3. SMOKE DETECTORS, IN CONFORMANCE: WITH NFPA'72: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 57RUG7URAL DES I CAN LOADS PAGE: - GENERALLY, VERIFY OR PROVIDE HARD WIRED "I. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FOOT. SMOKE DETECTORS w/BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHER WISE NOTED: - DISH WASHER............................ 2" USE 11 LIVE LOAD DEAD LOAD - 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE T 5 5T G O ••••••••••••• A. EACH SLEEPING ROOM - KITCHEN SINK .............2" THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ORY...............................................2- LAVATORY EXTERIOR BALCONIES 40 psf 15 psf OOZEVW B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED -- L LA R/TUB 2" AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................3" ARCHITECT - LAUNDRY .................................................21, DECKS 40 psf 15 psf G. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................3" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC) GYPSUM WALL BOARD PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 8. ALL CONNECTORS SPECIFIED A5 A SIMPSON TOP MOUNTED BEAM I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH E SUBSTITUTED ITUTEDS LISTED ABOVE. THROUGH ROOF. CODES AND REFERENCE STANDARD_ I. ALL NEW WORK PERFORMED SHALL CONFORM To THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT( 42") 10 psf 15 psf MECHANICAL, FUEL SAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLE55 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN Q STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 4211) 20 psf 15 psf e-r I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. T,> - '' " ®, NY5 MEGHANIGAL CODE AND FUEL 6A5 c:ODE a" . -. lK %' .: x, 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf %C- ,,`, �' 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONNECTIONS OF P p 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 8 EQUIPMENT SHALL BE LISTED, I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTIO4. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 0 /.... ` D� LABELED, d INSTALLED IN ACCORDANCE: w/MANUFACTURER'S SPEC.'S d CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET !yr 1,,,. ;'•{. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUGIN6 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 3 PAPER ASSOCIATION 5LEEPIN& ROOMS 30 psf 15 psf C ,.•7, r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AFSPA) AMERIGAN WOOD COUNCIL (ANC). " I c-; l 3. ALL FUEL GA5 5PAGE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH 5'-NUT5 OFF THE FUEL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5TAIR5 40 psf 15 psf *? SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT IS EXTINOUI5HED. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE WALL5 FROM 6" BELOW GRADE TO 24" BELOW 6RADE IF DESIRED BY 10. APPROVAL AND IN5PECTIDN IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. / l'1 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf �.A L, ,` -' 4. SUPPLY 8 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED FOUNDATION WATERPR.00FIN6. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ` .•y ,�._'.+ COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ��, 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. MECHANICAL CODE AND DODO NEW PORK STATE FUEL OAS CODE. a TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 3. &ENER.ALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC 0gn I ''b "" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf p � _. ALL OPENINGS. - cl R-50 FOR FLAT GEILIN&S NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC p I5 psf FOR LATH. DUCTS 3"O d GREATER, LOCATED IN ATTIC: R-5 - 5.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA?O AND 2020 NEW YORK STATE ENERGY CONSERVATION DUCTS UNDER 3"O, LOCATED IN ATT'G: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE GON5TRUGTION CODE. .1 L__� DUCTS 3"(P d 6R.EATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION.WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE "ALL STRUCTURAL DF-510N CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER V-0, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASGE 1-Ib (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL.DONN DETAILS T`rF I GAL NAIL NO/STRAFF I NO RE0U RE1MENTS FOR FASTENING sGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U I L. I FT, SHEAR, $ LATERAL Y �I NL/ RF-S ST ANriE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS ' SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) < , "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �U5E loci NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 201a WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) OW W HOLDOWN 'A' HOLTDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER -j CONNECTION A NAIL_ I�tC CAR I I� AND QUANTITY SPACING Q N FOP,OUNDATIONSEXIST AT RAFTER TO RIDGE ROOF I$ GF I L I NO FRAM I NO I:))N � p 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d 6 (� ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. ENDWALL 211 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER 'E N >- O (5) 2x FULL (5) 2x FULL CORNER STUD .-^ "-- �^ 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE LO i HEIGHT STUD-,,,," HEIGHT STUD CONNECTED TO '" FOR STRAP - 3 a d* COMMON R.R. 2" SERVICE C r- z 4 CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST 0- .� �- ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL > O -'4 N TRANSFER SHEAR FOR ROOF SLOPES UNDER 5:12 WITH N — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL C L) 'SIMPSON" HDQa • • • • ' • • • fir HOLES,ser NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP p m :3 CO HOLDOWN ANCHOR ® 2-Ibd COMMON 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • O LOCATIONS NOTED NAILS ® b O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. d USE 4 .5 d COMMON NAILS a EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C N cu 10" O.G. IF BLOCKED ON PLANS 10' O.G. IF BLOGKE �'-•.,, ,..•� • • p CC CORNER POST -- END OF STRAP. G.J. G IE5 �" 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO Q r- a. G O CORNER P05T T6RAPHIG BELOW)E END OF THE NAIL TO A c10* ANeLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE "SIMPSON" HDQa ° THE ABOVE ASSUMES A RAFTER HoLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE PIK COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS FACTOR OF 1.5. GR 4-I. RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWNCONNEC71 ON:INSTALLATION OPTIONS: r,,..-�'""�•�~• FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOEDOWN CAST IN PLACE w/7/b"� THREADED ROD • • END OF STRAP. . • �°"� ' " TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s * . sEe WHEN IN TOWN OF ISLIP OR NAILING I �d 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� 8) • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT I 5IMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) �`'-- HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDOE5 8 d ="'`---•.... FOR EXIST. /NEW FOR TOENAILING - 3 COMMON NAILS G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID B CAST IN PLACE HOLDOWN USE SAME w/7/8"� THREADED ROD CONNECTION ••"""••--•......_•�-,�• FOR G.J. TO R.R. - a I6 d COMMON NAILS REGUIREMENTS FOR ---- _• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON i� PER FOOT RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: U APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW _ :]ENDJOIST, or BLOCKING (PAGE-NAIL) HOEDOWN 'G' HOEDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING .® FOR NEW B EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI 1$ G2 * JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER J015T n, FOUNDATION ® ONE STORY ONLY Ilk W (5) 2x FULL ENDWALL # BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQa TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY (3) 2x FULL � co,2 * TO STUD CONNECTION: BLOGKIN6 To SILL or HOEDOWN ANCHOR ® - ° . 2-Ibd COMMON HEIGHT STUD '' • TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 -~- ON PLANS O.G. IF BLOCKED CORNER POST G I f FOR STRAP - 3 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C NAILS a EA. END OF STRAP a J015T ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR r 2-Ibd G M N BELOW - �2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST E NAILS ® " O. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT * ROOF SHEATH I NO STRUCTURAL PANELS: ° INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4R CONNECTION DI 4 D2 I SOLID PERIMETER EDGE ZONE a ad COMMON roll EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND»is -^'""• HOLDOWN CAST IN PLACE w/7/8"� THREADED ROD .•- ''"�� ITT FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s +*► AT STUD TO FLOOR ASSEMBLY TO SILL GF I L I NO SHEATH I NO 7/a"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: DZ CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY ;7 1/2" MIN. I 6YP5UM WALLBOARD 5d COOLERS 't" EDGE / 10" FIELD FROM ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER # FOR STRAP - 3 a d* COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) OSPEGIFIED ON D� * END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 6 CAST IN PLACE HOLDOWN • o FOR EA. PLATE TO STUD ABOVE B OR BELOW - w/7/a"V THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO / N ° FLOOR CONNECTION w GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD / # LPT4 SIMPSON (OR ••. - STRAP w/(3) ~ NAIL. I N O/S TR Aim F I N O Jul I N O Val/D®O R HEADER �` ° STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES ___~ _� 8d MAILS m EA.END OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) o ALTERNATE USE NOTATION: SIMPSON H25A) 0 CONNECTION E STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.7, P. laq);WHEN STRAPP NO ad COMMON ro EDGE / 12 FIELD REQUIRES OVER 14 NAILS, USE SIMPSON C516 5TRAPPING (OR EQUAL). �..----""" - I or LESS: 11 11 � B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. ql) -`" GREATER THAN I": lod COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (2015 WFGM,TABLE 5.23C,P. 2q ✓ ~�~� ALTERNATE AS PER TABLE 5.250,P. 2013) ' * - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. Q (2018) WFGM,TABLE 5.7,P. Oct) PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(201b WFGM,TABLE 5.22F,P. 2ba) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE °< n SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.b, P. I9I) ,,�. : a,. ° °°, n a 2 - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E �`''-•�. ° FOR STRAP - 3 a d* COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED To BE REDUCED To I-16D NAIL PER FOOT. FOR ROOF SHEATHING W F WITHIN 4 OF THE PERIMETER EDGE O THE ROOF, INCLUDING 4' ON EACH LAUREL AVENUE F FASTENING SCHEDULE B ~ ~ w� as g°= END OF STRAP (WRAP STRAP UNDER SILL PL) - SUSEIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS w ~'"�-••. a - FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -(IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) J /�6 d COMMON NAILS ®� `°4' A NOTATION S I ONAOE FOR TRUSS TYPE PRE-ENOI NEERED ROUGH P` B G D E F 6 WOOD, AND/OR TIMBER GONSTRUGTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1815 LAUREL AVENUE 2'-O" 3 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 �j�lL I �I I�I0/-' ® T® �1� /l T OASLE FNDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE I' BRAGINO/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" � I 3 3 3 3 (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT ROVI b'-o" I2 2 3 4 4 4 SPLICE FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK Is BLOCK N6 aP 2"ODG. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-0" D.G. TOACHEIVERAKEO.H. BE 'II", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 10'-0" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY 5LA5 ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE Ll THE STRUCTURE UNDER SECTION 602 OF 12'-0" I6 2 5 6 6 (o BUILDING MINIMUM SPLICE',2A'' BUILDING MINIMUM SPLICE'�a` THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-072'-6ll 12'-0" 3'-O" OF EA.STRAP roll DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I /� iro'-o" 3'-0"/51-q" I6'-o" 4'-011 ATTIC PRE-ENGINEERED WOOD, OR TIMBER s ANCHOR E3OL7 SPE� F I GAT ONS CONSTRUCTION AS FOLLOWS: ■ 20'-0" 4'-0"/5'-O" 20'-0" 5'-O" - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS $ BEAMS roll-t2" SPECIFICATION (2015 WFGM TABLES 3.2A 43.28, P. 157-I60) 24'-0" 4'-0"/5'-0" 24'-O" 6'-0" BACK® 4'-0" D.G. - "R" = ROOF FRAMING CORNER sq" -CONDITION FOR ALL STRUCTURES: / / 3 0 F 19 - FR FLOOR ff ROOF FRAMING DATE: 19 24 .• • 5/a",P ANCHOR BOLTS a 31" O.G. 2b-O 5-O /6-3 2a-O 7-O il iv 52'-0" 6'-O"/T'-b" 52'-0" SECOND FLOOR NOTES: I.TABULATED SPLICE LEN&THS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE LENGTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" b'-O"/10'-O" 40'-O" II'-O" A • ���' I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS NN LJ END C I w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK® 4-O' O.C. CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE TABULATED LENGTH5 A55UME A BIUILDINO LOCATED 50-OII 10I-OII/I2I-611 50I-OII 131-011 TYP. STRAP w/(5)ND = TOP TWO COURSES SOLID ad NAILS EA. END STROKE 4(. N T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/IS'-O" roO'-O" Iro'-O" OF EA. STRAP .fl HEI6HTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT TM� 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; -� PLAN DIAGRAM OF ZONES " I FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WAIJ_HEIGHTS MULTIPLY THE ABOVE 70-O I4-O 70-O' ��, NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _ " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 12 a0'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) q'wALL- I.I25 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 11'WALL- 1.515 BLOCKING 2 BAYS RED PANTONE WHITE 12'WALL- 1.5 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL MISCELLANEOUS FRAMING GRAPH I GS GONTI NUOUS BUILT-UP G I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A F I REBL_OCK I NG FOR FL.ATFORM J�IOOD RAM I NG WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RE51DENTIAL CODE) BETWEEN 1/6 CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED a DESCRIPTION TOGETHER SIDE B SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5.)PPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows IOd NAILS m 12"O.C. MAX'52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-STOPPING. Ill THE SPAN LENGTH FROM AN INTERMEDIATE • I 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W Ill STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. J STUDS SUBFLOOR B (B)ROWS IOd NAILS m 12"O.C. p THAN ONE THIRD T-IE TOTAL NUMBER, ARE TO BE (2)ROWS 1/2" P BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE N /SUBFLOOR C TWO-PIECE Q DBL.• ENDS PLATE SERVE AS FIRESTOPPIN6. Lo SOLE PLATE BUILT UP GIRDER P MAX.32° NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2" m BOLTS m Ib"O.G. r SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE r O SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. E (2)ROWS I/2" A BOLTS•24"O.G. : BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE $ 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING '� N �; O F (� �N�18"STRUSSGMEMBER ws• 12"O.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL ! OR OF NONCOM-BU5TIBLE FILL. O C � z 4 LINE; OR 61RDER5 ARE TO BE NAILED FROM EACH G (2)ROWS 5-5/5"TRUSSLOGK SCREWS m Ib"o.C. �' SIDE w/ IOd NAILS,TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE N X (V SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN > O (2)ROW5 S-5/5"TRU55LOGK SCREWS• 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRE5TOPPIN6. 0 O m }, r H SCREWED ON(1)SIDE OF MEMBER O + LO JOI5T THREE-PIECE _ '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND i— N 0 a--• MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK SCREWS m 12"O.G. BUILT UP GIRDER MAX.s2° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH, d 5CREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS r O MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q UNDER NON-LOAD BEARING (2)ROWS O 50TH SIDE SCREWS m Ib"O.G. 4 FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I BLOCKING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 32" O.G. STUD (2)Rows 5°TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/b OTHERS STAGGERED W A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG ►OT€ STRINGER TO SERVE AS FIRESTOI IN6. CANTI LE\/EREI2 FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAIL5 AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH t STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P I SOLE PLATE 2"1 CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE ® b'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPING SHALL BE JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED r AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL V G.J. (4! PLATFORM FRAME CON5TRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON - NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d A INO PATTERNS FO� SIDE LOADE� BEAt'-15 0c , FLUSH USH 5EA''I/I'S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRE5TOPPIN6 FIRE-STOPPING ■ 5TOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 5IDE-LOADED, J STOPPING 5TOPPING MULTIPLE-PIECE MEMBERS ; JOIST • 5d COOLER NAILS® 10" o.c. NAILED BOLTED' VI illl XN 2"x4" BLOCK NAILED TO EA.BRACE . VERTICAL �BLOCKIN6 2 ROW5 Ibd a ROWS Ibd 2 ROrvs14' 2 BOLTS 2 ROWS)` a,+ w/(4) IOd NAILS COMMON COMMON BOL75�24' BOLTS BOLTS � ,'/'':; ;�, gz.,, . FIRESTOPPIN6 WHEN GYPSUM BOARD 20 o. STRAP ' • oG.erAesEReD° TWO ROWS 12"O.G. THR=E ROWS 12"O.G. <,A GOVTO UNDERSIDE OF m • 12"O.G. • 12"O.G. O 12' O.G. •b"O.G. JOISTS 11, STUD 9 DOUBLE PLATE + 5d COOLER NAILS m 10" O.G. (10) Sd NAIL BEAM SELECTION w/ STD. NAILING 0 0 0 " LOGATION I LOGATION 2 LOGATION 3 LOCATION 4 J015T SHALL BE LOCATED DIRECTLYNOTE: ENDWALL STUDS AS NOTED IN NOTES "7 8 5 0 0 0 0 0 0 0 0 5 NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE5TOPPIN5 LOCATION OVER STUDS, UNLESS TOP PLATE 15 4"m EDGE/12" • FIELD FULLY BLOCKED OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDG �� WES DOD FIRESTOPPIN6 U. DE510NED TO CARRY THE LOAD 5cREW5#b - VW TYPE W OR 5 FIRE5TOPPING LOCATION 5 LOCATION to2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b°O.G. III FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE PULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER°USE WASHERS UNDER HEAD AND NUT. OO OO OO 0 G OO O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". o 0 0 0 0 0 0 0 0 '� I 2"SPACE NOT ATTACHMENT © Y ALLE I 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ ® NONCOMBUSTIBLE FIRE5TOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIEDFIRESTOPPIN6 TO APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. Fi \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.C.OR TRIPLED FOR 4'O.C.NAIL SPACING. LOCATION '7 � 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ T.2 ROWS OF Ibd COMMON RAILS(12"OZ)FOR DEPTHS 12'OR LESS 4 bd NAILS LOCATION 5 TOPP1 LOCATION q ® EA.END m R.R. 5.5 ROWS OF Ibd COMMON NAIL5(12"O.C)FOR DEPTHS OF 14",16"4 15". LOCATION 10 FULL WIDTH 2" BLOCKING z0 F- - - lu GONSTRUGT I ON DETAILS I$ WIND LOAD FATH CONNECTION DETAILS TOP PLATE /. Is DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR.5TRAI IN6IN5TL. NOT TO 50ALE EXIST.OR NEW NEW R.R. SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4' IOd NTINUOUS LOPER TOE NAIL5 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R. AS 5HOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOI S WOOD JO RooF,R.R. IN LINE CRIPPLE STUD BLOCKING JO I ST HANGE HEADER GENERAL REG2U I REMENT5 FOR CcENERAL REG2U I REMENT5 FOR W IN51ALLATION OF GLIISISHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS j MAIN MEMBER WOOD JOIST `j I w 17� 30" �r JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: ME,.,",/ vIAM.x s APPROX. 500 w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q00 ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN L®� MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST RAFTER 51X TIMES THE DIAM. OF THE NAIL 5. AVOID SPLITT , No MORE THAN :2 TOE NAILS SHALL BETINSTAL ED IN EAINSIDE OF A RAFTER OR GEILIN6 J0157 WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 1815 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 G_HIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES w/ STRAPPING TO R/L 51DE5) a O PAGE: TOP PLATE ® O -1 m N WIND RE5 5TANT CON5TRUCT 1 ON C C ONNETORS GHIM. CHASE WALL a Z p V CONNECTION LOCATION: PART NUMBER: NOTES: 4 ■ 01% 0 a'° RIDGE-TO-RAFTERS 0520 9 21" APPLY TO EACH PAIR OF RAFTERS 0 z RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 19 � z ROOF _ O o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REG2D BLOCKING 1 11 TO AL16N w/STRAPPING a PLATE-TO-WALL STUD 0520 18 APPLY TO EACH WALL STUD o EA. LEVEL ABOVE luN THE FIRST FL. o z w X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO EACH WALL STUD FLOOR/GL6. O HEADER-TO-JACK 5-UD C520 © 12° APPLY TO EACH JACK STUD 44 GRI PPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SST616 APPLY TO EACH SIDEWALL END ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE (USE A1TH 3 SQUARE WASHERS) 5IDE �11 EW FLAN VI EN . USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ` ERAL I �50L I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 56'-0" 20'-0" I EXISTING TO REMAIN WHEN APPLICABLE) a NEW WOOD FRAME (L.G, NEW FOUNDATION WALL 0 -- STL. WHEN APPLICABLE) 4 q N W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL HOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL r { I A 0) POST FOR E" WALLS), U.O.N. r ' \ - - - - - - - - - - - - - - - � I O �00 NEW 2-HR FIRE RATED I I - - WOOD FRAME (L.G. 5TL. O WHEN APPL I GABLE) I - O Lo II I I I I I � OVCV FOUNDATION PLAN NOTES i I I I-I I _(- _......- _-.-. -- -- -._.. - _ - -- _ I-I o . 0 m � A-30 I I i I A-302 O O Lo AS PER COVENANTS 4 RESTRICTIONS DATED 5TH I I a s OF MARCH 2O25: I. ALL UTILITIES, INCLUDINO BUT NOT LIMITED TO I I ( •+ I 4'-8" ELECTRIC, OAS, TELEPHONE, GABLE AND WATER,MUST BE LOCATED UNDERGROUND I • ' 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, 1 EXCEPT THOSE WITH SPILL, OVERFILL AND i CORROSION PROTECTION REQUIREMENTS IN PLACE PROVIDE (2) NEW FURNACES: O I. UNITS BY "REEM" OR APPROVED EQUAL D I I I I I I Q v 2.PROVIDE 4-TON UNIT FOR IST FLOOR "ZONE I +€ ZONE - 0 I I I ( I ( 2";UNIT LOCATED IN BASEMENT Ul 3.PROVIDE 3-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN T SEE SITE PLAN FOR ..�. ATTIC N PROPANE TANK LOCATION g 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. Q I NEW MECH. AREA: \ I - Lu O 2.MAINTAIN ALL x30 CLEARANCE E14T AS PER MANU. SPEC.'S I \ r _.._.._. _.._ ._ ._.. _. _.._. _.._. _ _ _. _ I ..-J\ 2 I. INSTALL ALL INDICATED EQUIPMEI _ _ _ _ _ _ _ _ _ _ _ _ _ _ � O IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 306.1 \ 2 I •r' ; ..::`'' " I I I I ■ 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. - - - -1 II - - - - - - - - - - 5 4.IF APPLICABLE, DISCONNECT, REROUTE, d RECONNECT \ I I I ® ® U EQUIPMENT TO EXIST. PIPING AS REQ.'D. TYPICAL MECHANICAL AREA NOTES: \ I I ( I I I m - VJ I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 6 \ I ( ( I I 1 ' v •V/ "DUROCK" (OR EQUAL) 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" ,D \ I I PORCH ABOVE GYP. BD. UL U505 (OMIT' ON GONG. WALL5) OCL 3. WHEN NEW, INSTALL FURNAGE/BOII_ER AS PER MANU. TYPE "X" 5PEC.'s AND AS PER NY5 MECH. AND FUEL OAS CODE 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT I I I I ► 0- IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE BURIED PROPANE LINE I I I I 002 5 FRESH AIR ICOMB. AIR NTAKE AS PER MANU.FROM EXTERIOR PEG.'s - PROVIDE \ i I 5 I I I ® Q 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL Ago\ EMEROENGY SHUT OFF SWITGH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - -7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH I 4' O" ,..:. .. . • •.. •'. ' :' ,�. f, � 8 FOR PROPER. LOCATE MEGH. EQUIP. TO ALLOW O ` • : " .., � - r - CLEARANGES AS PER CODE - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� L � q. PROVIDE 3 FLOOR DRAIN IF REN D BY EQUIPMENT d • - - -- - - CONNECT TO SANITARY SYSTEM AS PER NY5 PLUMBING CODE I I 2 10.APPLIANCES JOINED THROUGH A COMMON NATURAL �-q I m 4 5NY5 SHALL COMPLY WITH ALL SECTIONS OF 2020 I i UNDER-FLOOR AREA VENTS I I I O3 NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER I ' 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN V-O" OF BUILDING CORNERS FREEZE PROOF H05E BIB: I O FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) r ELECTRICAL PANEL: O NEW 200 AMP ELECTRICAL PANEL LOCATION; ALL INSTALLATION A5 PER NY5 ELECTRICAL CODE. OARAOE SLAB BURIED PROPANE TANK: •:' O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK I BASEMENT 2.INSTALL AS PER MAU. 5PEC.5 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY k STORM KATER 51TE PLANFOR CTUNSTALLATTIIION ED LOCATIONUTILITY �ES;REFER TO I I I I I I UNFIN15HDEIDI SPACE OO O I I II (I - -I I �O71-O7WATER HEATER NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. F0 IO O 70 PROPANE WATER HEATER (OR APPROVED EQUAL). _ JI 1'-0" WALL 4 � \ � � HGHT.I. VENT THROUGH WALL. UNDER-FLOOR L 3 II I OOm f2 2.F.A.I. THROUGH WALL. VENTILATION z3.INSTALL PER MANU. 5PEC.S FLOOR DOOR NOTE: AREA 2I5 S.F. OgI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT :~ I Y REQ. S.F. PROV. I I I o ON PLANS BY 'JELD-WEN (OR EQUAL). 2.INSTALL S Y T ERMATRU'EPq EXTERIOR AN E!RSEN' (OR EQUAL). CALLED ISHEN I I REQ'D VENT 1.4 S.F. 0.0 S.F. ON PLAN 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. \ i I I Q 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR w WALLS, U.O.N. - - - - - - - - - - 5. INSTALL AS PER MANU SPEC.'S !, �< I UNDER-FLOOR I 6.PROVIDE (2) ZxIO" HDR., U.O.N. I -I. SEE PAGE 6- FOR ALL OTHER ORAL - - - - - - - PROJECT: - - - - J VENTILATION ELEMENTS AROUND DOORS (Tl'P. FOR ALL)) U.O.N. VENT � I 2234 S.F. WINDOW NOTE: F.A.I. iv AREA O I. ALL NEW WINDOWS a DOORS SHALL BE ANDERSEN - I I I I LAU R E L AV E N U E CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). `t SK REQ. S.F. PROV. INSTALL AS PER MANU. SPEC.'S. 5 1 I '7 VENT I LOT 2.NOTE DOES NOT INDICATE EACH 14EN WINDOW PROPOSED; _ REQ'D 14A S.F. o.o S.F. SEE DESIGNATIONS E WINDOW SCHEDULE. I t� 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "6LA55 WINDOWS5URIED ELECTRIC LINE 6-002. -7 4.ALL CASEMENT WINDOWS TO H ANDDOORS" ONPAGE5ToHAVE STRAIGHT ARM HINGE. - - 2 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 0, " 001 ; PROVIDED:DED: O 4' 6.IN GENERAL TEMP. 6L. SHALL BE P •. 1815 LAUR EL AV EN E U ' - - 4--2" - - - : 6.1. FOR ALL SKYLIGHTS # OPERABLE PANELS OF ". u SWIN61N6, 5LIDIN6, $ BIFOLDDOORS - \ - - - - - - - - - - - - - - - - -I - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - SOUTHOL®, N.Y. �.1971 6.2. WITHIN IS" OF F.F. I d� _ 6.4. WITHIN STAIRWAYS WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES ' DRAWING TITLE: 1. SEE PAGE 6-003 OEN FRAMN6 NOTES ON PA6E 6-002 A-502 A-302 POD}{ ABOVE I I ELEMENTS AROUND WATER 5ERV GE LINE L - - I ! PROPOSED FOUNDATION PLAN WINDOWS (7YP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM ' , (2) 2"xIO" HEADER U.O.N. 1 i NEW UP I r..,� - - - - - - - - - - - �,r:.�.° - - - - -- - - - - - - r 8.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER I 0 T} ti NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 _ 1 J. t -J'- LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" ,Jy7 m77. I ABOVFORADEOR THE ADJACENT SURFACE ATTHE BUILDING EXTERIOR. - EGRE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING PAGE: CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: \ \ -� - I I r d i (15 RI ® AX. 5. 5" NET CLEAR OFF-NINO........... 5.1 S.F. -g (14J Tr M N. I O NET CLEAR HEIGHT............... 24" MINIMUM 0 '0' NET CLEAR WIDTH................. 20" MINIMUM \ A-1it us' DATE: 01/19/24 5 OF 19 D O N-5EPTIC CONNECTION N SCALE: 1/4" = 1'-O" A9. SEE FACE A- 104 FOR N I NDON DOOR Sr-,,HEIDUL I �' RAL 5"'llr��50L EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT j� 5b'-0' 4120'-0" 4.'-0" WOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) 10'-O" 10'-O" Q NEW FOUNDATION WALL t NEW WOOD FRAME (L.6. L K K W 5TL. WHEN APPLICABLE) W �/ ' NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. P05T FOR 4 WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL „ Ib'-lo" � � o) P05T FOR 6 WALL5), U.O.N. O WOOD FRAME(LR.G. 5TL. b-o N O NATURAL LIGHT � WHEN APPLICABLE) VENTILATION 0 �_ � Z 4 AREAFLOOR 275 S.F. / Q- •(O X Y cq I-1 k' I-I >' N S.F. REQ. S.F. PROV. A-50 _ - ----- _. - _ ----.__ __-- - - __....___... A-502 00 O m •,�, co FLAN NOTES LIGHT 22•0 S.F. 110.0 S.F. O 4 Lo DOOR NOTE: A/C GONDEN5ER5: REQ D 102 BEDROOM I C 0 m OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 11 I. PROVIDE (1) NEW 4-TON Al, CONDENSER BY "RHEEM" Qb II.O S.F. -1T.a S.F. Q 2I5 S.F. m ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 $ 2 - t- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (I) NEW 3-TON Al, CONDENSER BY RHEEM , ON PLANS BY 'THERMATRU', 'ANDER5EN' (OR EQUAL). OR APPROVED EQUAL FOR TRAY SECOND FLOOR �p CEILING 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. NATURAL LIGHT ; PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND $ PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING VENTILATION ` n' WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WE16HT OF FLOOR I A 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. AREA 615 S.F. D N S t b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS S.F. REQ. S.F. PROV. 4'-3" -_ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. LIGHT N 15 STAIR # RAILING NOTE: REQ,D 4q.4 S.F. b4.6 S.F. 4 113 OPROVIDE (2) NEW FURNACES: O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI $ MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL VENT 24.1 S.F. 6a.0 S.F. _ 114 / ♦ ■ Tr - RISERS SHALL BE OL05EM 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE I" $ "ZONE REQ D v 2. GREATEST RISER HE16HT IN A FL.15HT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT ' V NOT EXCEED THE 5MALLE57 BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN m LINEN00 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". ATTIC 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 2 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL m 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. + 112 5 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"1 MIN. B NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN WALK-IN ® q ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. V CLOSET 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED NEW LAUNDRY GLOSET/ROOM: T3 S.F. WALKING SURFACES LOCATED MORE THAN 30" ABOVE 14 z COVERED BATHROOM I FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. I. NEW WASH /DRY HOOK UP y - PORCH I O 122 S.F. JT 1. 42" HIGH GUARDRAIL $ SPINDLE SPAGIN6 NOT TO 2.COORDINATE LAUND. ROOM DOOR DIM.'s , O �►♦ ALLOW PA55AOE OF A 4" (V SPHERE;36" HIGH w/51ZE OF EQUIP. HANDRAIL $ SPINDLE 5PAGIN6 NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ 5 PER MANU. N IL PAS5AOE OF A 4" (P SPHERE. mo b. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: m V o q. RAILING $ TREADS TO BE W000' I. DUCT SHALL TERMINATE TO EXTERIOR 'F ' 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4'-b" II'-2" 10'-IjY2" II'-4y2" OPENINGS ® 3.DUCT SIZE AS PER MANU. A A E F NJ F N F WOOD TREADS, RISERS TOPRAIL; METAL 4•DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 103 I'-O" SOFFIT VENT tt) SPINDLES 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN B VE ABOVE ABOVE - . CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO a.. :.;�. ,: s:;. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM """' �B WOOD TREADS, RISERS $ TOPRAIL $ SPINDLE5 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 21' EXCEED a FEET AND SHALL BE LISTED AND LABELED SMOKE DETECTOR / GO DETE0 -OR NOTES: IN ACCORDANCE WITH UL 215aA. DI„I I p` b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HARD WIRED TO EACH OTHER w/E3ATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES SCREWS I - BUTLER'S SHALL NOT BE REQUIRED WHERE EXISTING ALARMS '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I O I I I ARE NOT INTERCONNECTED, AS PE:R NY5 R314.4. I m PANTRY KITCHEN ' LOCATION TO THE WALL OR ROOF TERMINATION. THE Y 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° \ 5-0 4.4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I "` I I I I HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. ' j <I I i i $ OPENIN65 TO BATHROOMS w/ SHOWER OR TUB. O ENTRANCE TO I I I I O 5. INSTALL ALL AS PER MANU. SPEG,'s r i ANTRY;BUILT IN WITH CABINETS r 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: �. 3, q„ Q 62?S.F. H6HT. i- IN COMPLIANCE WITH LOCAL CODE 15 I -� GREAT ROOM 14'-b" CL6. = O - I. PROVIDE THERMOSTAT FOR (2) ZONES: I I I TRAY WINDOW NOTE: - ZONE I: FIRST FLOOR I �` - CEILING - O - ZONE 2: SECOND FLOOR _ I Q I I6 4 I. ALL NEW WINDOWS $ DOORS SHA!_L BE ANDER5EN j I ABOVE 2. H.O. TO SELECT MODEL; INSTALL AS PER L dJ CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). Q y 2 GAR GARAGE AUNDR = _ MICRO) MANUF. SPECS cos�1 I INSTALL AS PER MANU. 5PEG.5. p N 462 S.F. GL. 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; I SEE DEVONATION5 $ WINDOW SCHEDULE. i 12 S.F. 3.FOR 5U55TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS NEW 6A5 FIREPLACE INSERT. CONNECT AS PER 1 I I I I I, AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE i ! A 4.ALL CASEMENT WINDOWS TO HAVEE STRAIGHT ARM HIN5E. MECHANICAL CODE;PROVIDE ALL NECESSARY - i 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. O, / 14 I ! I O 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I i j ' 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF m _3 O 5WIN61N5,SLIDING, $ BIFOLD DOORS ELEGTRIGAL METER: 6.2. WITHIN Ib" OF F.F. 17 INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, $ UP z II m 6.5. WITHIN 24 OF A DOOR UTILITY CO. STANDARDS UP 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING I 106 F' 22'-II" 15 1 i w 6.5. WITHIN TUB/SHOWER ENCLOSURES ( O b'-I" 10'-O" .�---6'-O" 24'-3" b.b. SEE AL50 GENERAL NOTES ON PAGE 6-002 1 i "1. SEE PAGE 6-003 FOR FRAMING (ELEMENTS AROUND IRRIGATION, LANDSGAPIN6 AND FERTILIZER N WET BAR 0 :; Y .n _ _ ._.._.._ ._. _. _. _ _ HVAG RTR 14'-6" b-0 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS A5 PER COVENANTS $ RESTRICTIONS J _ (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: j � O V _ O b.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER ( Nw �i 105 i - - NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIOHT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT I 7 m ! - LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" OVER-WATERING , ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR I W BENCH $ BUILT-INS in _ r.n m � BEDROOM 2 BUILDING EXTERIOR. PE5TICIDE5 I5 PROHIBITED EGRESS NOTE: 3. THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE REQUIRED IN LANDSGAPIN6 ? in ATTIC,.. p IN COMPLIANCE WITH NEW PORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING 16'-O" 5' q' H�ATGJFI NATURAL LIGHT CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED I I10 VENTILATION EGRESS SHALL BE FOLLOWED: I GL. O O O PROJECT: BETWEEN NOVEMBER I AND APRIL I FLOOR - 5. ONLY OROANIG FERTILIZERS WHERE THE WATER-SOLUBLE NATURAL LIGHT ! FOYER O 15q S.F. NET CLEAR OPENINO........... 5.1 S.F. - POWDER AREA BATHROOM 2 NITROGEN 15 NO MORE THAN 20% OF THE TOTAL m VENTILATION 1 = 222 S.F. I = ' L NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS I"f ' cv ROOM 6 i - S.F. REQ. S.F. PROV. 64 S.F. HT AU R E L AV E N U E NET CLEAR WIDTH................. 20 MINIMUM FLOOR m` ;p 3 b.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE 15q S.F. , 2q 5.F. FEET IN ANY ONE APPLICATION, WITH A GUMULATIV AREA q `��� LIGHT 12.T S.F. O.O S.F. q '< N OTYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 S.F. REQ. S.F. FROV. \\ Oi �QD 5 I. WALL BOARD SQUARE FEET PER YEAR I5 PERMITTED 3'_q" �t IOq VENT LOT I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 16HT O 6.4 S.F. 0.0 S.F. 'I '(. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS L ALL BATHROOMS 12.1 S.F. 61.2 S.F. 1p7 101 `� REQ D III 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A - REQD I'-II" O I-II'�b 3" O SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE " VENT TUB SURROUNDS 6.4 S.F. 63.0 S.F. ;. ;M. ., ENOUGH PHOSPHORUS REQ'D «:z": :j`r ;i' 2. SHOWER FLOORS 6.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS =cv 1815 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-SET (SLOPE: I/b" PER FOOT B SOUTHOLD N.Y. 11971 TOWARDS DRAIN) UPON DEN O - > � 108 s; � i ABOVE ABOVE ABOVE ABOVE > � 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 222 S.F. I 25 ,' 5-Oy2 '! -IlY2 14-qY2" b FLOOR, WRAP DRAIN $ ATLEAST Ib" UP WALLS A-3o2 V _-_-_ -_-- _ --_-.._.. -_ A-302 NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: NEW NEW UP COVERED O �q DRAWING TITLE: O6 VENTILATION IS NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW L16HTING =N "' ORGH J1 CIRCULATION THROUGH WINDOWS OR. DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �ry I DN 2 Ln= `: 2bo S.F. PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES A5 PER NY5 MECH. CODE SECTION AS PER 2020 NY5 EGG R404.1 �' _ OPEN a 405.5.2.5; INSTALL AS PER MANU. SPECS - - ABOVE d� Z � _ NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: f x N O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V ® t SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN ® F 2 R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 4 _ NEW FLOOR: R403.4 $ R405 5: `t „ " „ I, _c r I 6 14 qy2' 14'-qy2 14'-ql�2 PAGE: O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE $ SCREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING V � SCREW PERIMETER OF SHEATHING- 6 O.G. $ 12 O.G. ® - INTERIOR. FLUIDS >I05°F OR <55°F (R403.4) ;; Q 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING " AND LARGER IN NOMINAL DIAMETER =N ' D N 3. PIPING SERVING MORE THAN (1) DWELLING UNIT V J to NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ' V 3'-0" M71"AlLiKe ■ O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION .,.; 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON MANIFOLD 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB "1. BURIED PIPIN6 BT AT BT AT BT AT DATE: 01 19 24 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); 5. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE 6 OF 19 SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. i INTERIOR. to NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 $ FLOOR WITH INSULATION TO 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30"i PROVIDE A SOUND TRAN5MIS510N GLASS (57C) FOR 3.DBL. FRAMING, WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN ,�� 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q " "A ACCORDANCE WITH ASTM E q0. 80'-O" ;0 INSULATION ABOVE w/WD. FR. (OF: EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED AS PER NYS EGG R402.2.4 ;N } >. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE F OFO✓Erb FIRST FLOOR FLAN `4 0 THERMAL ENVELOPE OF BUILDING,). 5. INSTALL AS PER MANU. SPEC.'s _ b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2,P OO S.F. HA,�I TBL SP, GE; 3,28E S.F. S i�OSS SCALE: 1/4" = I'-O" '$.A 37AW3 �® SEE FAOE A- 1 O4 FOR N I 1 DON �OOR SCHEDULE I�VI a*f,/,/I�v/y�I I a*Iv/ i OE FERAL 5 I I I50L <E 1 • iY TIAL HEI&HT r _ EXISTING TO BE DEMOLISHED NEN WOOD FRRAME (L.G. STL.E 0- WHEN APPLICABLE) 10'-01. -10'-0" Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL L K K 0 5TL. WHEN APPLICABLE) W MIN. (2) 2"x4" STRUCTURAL (6 NEW I-HR FIRE RATED ® Q WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS - - - - - � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. I O C0O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. I N O 'O WHEN APPLICABLE) 1 F O C � z I-I �' O U N A-30 ;k A-302 O p m CO � C FLOOR PLAN NOTES CDI,. r := o o N DOOR NOTE: 11 A/G CONDENSERS: I Q r 2 O O I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT O I. PROVIDE (1) NEW 4-TON A✓C CONDENSER BY RHEEM OPEN TO ON PLANS BY QF_LD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 I BELOW 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR I ' 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3. INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT EATING I /� WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF W 5. INSTALL AS PER MANU 5PEG.'5 CONDENSER. ,D N 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GA5 O 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: I 4-a ®� 1. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" Rt 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF 5TAIR5 SHALL 2 I I I I ^, ,UNIT LOCATED IN BASEMENT V/ NOT EXCEED THE SMALLEST BY MORE THAN 1". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN uj 4. STAIRS SHALL HAVE 5. HEADROOM IN THE FOLLOWIN AY5 SHALL BE AT LEAST V-8>'. ATTIC G CLEAR WIDTHS: 4.VENT THROUGH WALL ■- - - - - - - - - - - - - - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL 4.2. BELOW HANDRAIL, FAIL 014 ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. NATURAL LIGHT 4 I NATURAL LIGHT 4 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 71" MIN. VENTILATION VENTILATION 5 ONE SIDE OF EACH PLIGHT OFRAIL5 SHALL BE DED ON STAIRSSTAIRS OT LESS THAN GONTANING FOUR 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WHITE AREA 24-1 S.F. i FLOOR AREA 205 S.F. I I I I I U OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED NEW LAUNDRY CLOSET/ROOM: S.F. REG. S.F. PROV. S.F. REG. S.F. PROV. WALKING SURFACES LOCATED NIOF:E THAN 30' ABOVE 14 I. NEW WASH /DRY HOOK UP I ~ FINISHED FLOOR OR &RAPE, 4 WHERE SHOWN ON PLANS. 2.COORDINATE LAUNO ROOM 4 DOOR DIM.'s D �Q D Iq.6 S.F. 2-1.5 S.F. I R16CH T 16.4 S.F. 36.3 S.F. ♦p� ALLOW PA55A6 OF A 4" 4' SPHERE;3I6GH'O TO ' �� � w/SIZE OF EQUIP. O VENT � VENT HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ'S PER MANU. N Q,D CIA S.F. 15.2 S.F. � �Q,D 6.2 S.F. 54.5 S.F. PASSAGE OF A 4 (P SPHERE. I O 5. GRIPPABLE FAIL AS PER CODE. DRYER EXHAUST NOTE: II'-10" 46'-3" I , U. q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR i 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 13'-lOy2" 26'-by2" 5'-10" OPENINGS ABOVE ABOVE ABOVE WOOD TREADS, RISERS 4 TOPRAIL; METAL 3.DUCT SIZE L PER MANU. : ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER P U T Q P 5 G G G 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - - - - - - - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - - - - - - - - - - - - - --,- - 2B WOOD TREADS, RISERS 4 TOPR.AIL 4 SPINDLES SHALL BE LIMITED TO 51N&LE LENGTHS, NOT TO I - EXCEED 6 FEET AND SHALL BE LISTED AND LABELED :' �-..... IN ACCORDANCE WITH UL 2156A. SMOKE DETECTOR / CO DETECTOR NOTES: __ O3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN RFAC THK R161D - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS � SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ( ' `i Y BACKUP. 2.NTERCONRNECTION BETWEEN NEW ID TO EACH OTHER K/ BEX STRING DEVICES DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I z I I6 I SHALL NOT BE REQUIRED WHERE EXI5TING ALARMS SCREWS _ '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I �VAULTED-\ 20q ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE f I ~ WALK-IN O 6 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I ( CLOSET = DARNER WALK-IN I BEDROOM 4 PER 6ENEF AL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° I 45 S.F. 1 ABOVE 6 CLOSET 205 S.F. 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ° 45 S.F. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TF ANSITION DUCT. I J�D 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB.5. INSTA.LL ALL A5 PER MANU. 5PEC.'s6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: BEDROOM 54 IN COMPLIANCE WITH LOCAL CODE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: _ 24'I S.F. 1 WINDOW NOTE: - ZONE 1: FIRST FLOOR �p4 q BATHROOM 4 _ O4 1. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR 10 S.F. CASEMENT DOUBLE-HUNG OR GLIDING (AS NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER m I VAC INSTALL A5 PER MANU. SPEC.'S. MANUF. SPECS �'. 5-511" '1 206 [TR>] - 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; O p SEE DESIGNATIONS 4 WINDOW SCHEDULE. 20 i 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 16 NEW OAS FIREPLACE INSERT. CONNECT AS PER C m AND DOORS ON PAGE 6-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 11'-2" 4.ALL CASEMENT WINDOWS TO HAVE STF AIGffT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY h,. _ BATHROOM 3 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. _ ,..<.. _ _ ,, 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF c0 204 I` O - SWINGING, SLIDING, 4 BIFGLD DOORS CATHEDRAL - - 10 - - - - - - - - - - - - - ELECTRICAL METER: o _ > fir - 6.2. WITHIN 15" OF F.F. IT INSTALL NEW ELEG. METER AS PER NYS MECH. CODE, 4 GEILiNG 202 `fl I��_ > �� I 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS m n I \ �- 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING "1 q - \ I w 6.5. WITHIN TUB/SHOWER ENCLOSURES I 201 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 m ^: - - - - - - - - -_ -_ - -_ - - - - - 'i. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APINO AND FERTILIZER � WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS 4 RESTRICTIONS m G O O m �VA] 205 I I U (2) 2"xlo" HEADER U.O.N. DATED 5TH MARCH 2O25: TR 6.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER Eg LINEN I > NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT LESS THAN 24' ABOVE F.F., THAT ARE MORE THAN•72 OVER-WATERING - ATTIC/STORAGE n ABOVE 6F:ADE OR THE ADJACENT SURFACE AT THE " 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR I 4'-4" FAMILY ROOM F 7 c� BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED tY I UNCONDITIONEDI PACE EGRESS NOTE: 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE I I I 465 S.F. LAUNDRY �����"� ''��,�I IN COMPLIANCE WITH NEW PORK STATE BUILDING REQUIRED IN LANDSCAPING _ 6 ROOM 'LTA CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4.THE USE OF FERTILIZER PRODUCTS CONTAINING I I I O � 66 S.F. E&RE55 SHALL BE FOLLOWED: BETWEEN NOVEMB PHOSPHORUS AfOD POTA551UM 15 PROHIBITED PROJECT: 5. ONLY OROANIG FERTILIZERS WHERE THE WATER-SOLUBLE NET CLEAR OPENINO........... 5.1 S.F. NITR06EN 15 NO MORE THAN 20% OF THE TOTAL NET CLEAR HEIGHT............... 24' MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS i VENT D YER ��� �� NET CLEAR WIDTH................. 20" MINIMUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 5QUARE THROUGH ROOF FEET IN ANY ONE APPLICATION, WITH A CUNULATIV I 14 ENUE TYPICAL BATHROOM NOTE: I �VA� T O APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 I L® 1 5 I I.I. IIN SALLMOISTUF:E RESISTANT GYPSUM BOARD IN TR SQUARE FEET PER YEAR 15 PERMITTED 15 '1. THE: USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS ALL BATHROOMS I5 PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST 5HOW5 THAT THE LAWN DOES NOT HAVE �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - TUB SURROUNDS •:°' - - _J ENOUGH PHOSPHORUS I 2. SHOWER FLOORS ICATHEDRALA 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON S.SUR FERTILIZER THAT IS SPILLED ON IMPERVIOUS 1815 LAUREL AVENUE SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-SET (SLOPE: I/6" PER FOOT i0 T 1 TOWARDS DRAIN) UPON ry CEILING ABOVE E ABOVE E ABOVE E SOUTHOLD, N.Y. 11971 2.3. KATER PROOF FLOOR, NEAP DRAIN 44 ATL.A5TRANE 'TO OI6" UP WALLS VER 5HONER 22=6 --- ...NEW..UP NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I DRAINING TITLE: O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING 2 I PROPOSED SECOND FLOOR PLAN CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I I I _ OUTDOOR SPACES AS PER NY5 MEC:H. CODE SECTION AS PER 2020 NY5 EGG R404.1 dj z OPEN 403.3.2.3; INSTALL AS PER MANU. Sf'EG5 ;` - s' NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: NATURAL LIGHT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPN6 AND HOT WATER PIPING ® ►� SEE ALSO PLUMBING GENERAL NOTE5 ON PAGE 0-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN \ GT GT VENTILATION R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG q_O FLOOR NEW FLOOR: R403.4 4 R403.5: \ r_ 465 S.F. O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5CREW); �� O _g AREA PAGE: 5CREW PERIMETER OF SHEATHINCS 6" O.G. 4 12" O.G. ® 1• MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING S.F. REG. S.F. PROV. INTERIOR. FLUIDS >105°F OR <55"F (R403.4) _ _ - `t 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 0 _ 4 p REQb 3'1.2 S.F. 44.4 S.F. ➢ fJ 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ,- m U' NEW TILE FLOOR: 4. PIPING LOCATED OUT51ME CONDITIONED SPACE cV QD 16.6 S.F. 54.5 S.F. _10300 O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A V15MBUTION 2.ONE LAYER THINSET (LEVELED PF:OPERLY) UPON MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 3. NEW " DUROGK CEMENTBOARD (CPR EQUAL) UPON 7. BURIED PIPING BT GT BT CT BT GT 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE DATE: 01/19/24 7 OF 19 SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. U1 INTERIOR. to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 13'-l" 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (STC) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHER5TRIP AGGE55 OPENING 4 PROVIDE R-4q ACCORDANCE WITH ASTM E q0. INSULATION ABOVE w/ND. FR. (OR EW BAFFLE OR RETAINER TO PREVENT INSULATIGN FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). PROPOSED SECOND FLOOR FLAN `� 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I,45-7 S.F. HAE3I7AE3LE 5fi AGE; 1,45-7 S.F. OROSS ARC SCALE: v4" SEE f=A0E A- 1 O4 FOR K N17 ON DOOR SOH MULE NEW PARTIAL HEIGHT DOOR EXISTING TO BE DEMOLISHED ' >' WOOD FRAME (L.O. 57L. �` • '�.:�, \,�:\'ice ��\\����;,,,,,. ��..aE. WHEN APPLICABLE) \,;_ ;. , '•, \, , FIRE TAG DESCRIPTION MANUFACTURER NOTES a EXISTING TO REMAIN �\ "' RATING WIDTH HEIGHT Q 45 MIN. RATED FOUNDATION WALL NEW WOOG FRAME L.G. ,� aY�, � SELF-GL051N6 EN APPLICABLE)BT . WH \ \, , , \ W \ \ \ \, \\ \ \ \ \so.• \ \ \ \\ \ \ \ \ \ \ \ \ \,. \ \ \ \ .O\. \\ �. \\\ \ \ \ \ \a\ \ \ EW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL -- mum - N :_ : ;E N WOOD FRAME (L.O. 5TL. ® POST FOR 4 WALLS 101 5WINO THERMATRU 'i'-8" a'-O" ir' \ ~: <\ ,:;.:i CURVED TOP W/ Q '-' Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i 51 DEL I OHTS � 0 P057 FOR 6" ALLS), U.O.N. :'' `'.: O NEW 2-HR FIRE RATED -A L W 102 SLIDERS ANDERSEN 10-O CD WOOD FRAME (L.O. 57L. - > Ll WHEN APPI_IGABLE .:; . 103 -IFSLIDERS ANDERSEN \\ am -� w ., O z '�t 104 GARAGE 161 OVERHEAD \\\ ' X .Y p U N 105 DOUBLE SWING JELD-WEN 3'-O" " \\` `\` \' "` p O -� O PROVIDE (2) NEW FURNAGES 8_p ...... \_ ° O Lo 0 � 12 I. UNITS BY RHEEM" OR APPRO'(ED EQUAL �_ \:\c." h Q �. O O 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE I" 8 "ZONE 106 SWING JELD-WEN 2 8 8-O N .. \\ 2" UNIT LOCATED IN BASEMENT �\ ND FLOOR;UNIT LOCATED IN LD-WEN 2'-4" \ 3.PROVIDE 3 TON UNIT FOR 2 L8111 107 SWING JE !, '�'.. ���: <;�\�� ATTIC 4.VENT THROUGH WALL \\ 5. F.A.I. THROUH WALL JELD-WENOil R MANU. SPEG�i. 108 SWING 6.INSTALL A5 PER _ __j ; ` JELD -oil C „ IOa SWING -WEN 2-6 8 110 DOUBLE SWING JELD-WEN 4-O III SWING JELD-WEN 2'-4" 8'-O" \ '. \\ I :, ;: `: 112 SWING JELD-WEN 2-6 8-O ire\' \\ ::>> Oa \ \, 113 SWING JELD-WEN 2-4 \: 0; 4-a I14 SWING JELD-WEN " " <. \\\\\_ 2-6 8-O m ;° „ \\ „ „ \ „ Jc: li MkI7 I ff \. \ \,\ _ � \ \ � \\\,\ 201 SWING JELD-WEN 2-b 8-O \ \\" :;". .' .•.`°< 202 SW "ING JELD-WEN 2'-4 \`\ 203 SWING JELD-WEN \\\\\yAt ,N 1,, U. - - - - - - - - - h :" ' =:4'n`�� ;F' l=i E•'r:, ,.. 204 SWING 2 4 8 O y ,\, ` 'tom .:F. \\\ aI\,•...... ,a JELD-WEN - - - - - - - - - - - -�� \ ,\`a `\a g 205 SWING JELD-WEN 2 all 8-O" \� > ... 206 RESERVED . :.,: 20-I SWING JELD-WEN " \ `' \\ kE ,� 208 POCKET JELD-WEN -0 ,. IF! 20a DOUBLE SWINGIL JELD-WEN 4-8 8 \\-O , , a \ .\ \ \\ \ \ \ 001 THERMATRU 2'-8" 8' -0 002 JELD-WEN 2'-8" 8'-O" r \:,: I \: I I I 005 JELD-WEN 2'-8" 8'-O" • b - - - - - - - ATTIC UNFINISHED, ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'5. SEE PAGE "0-005" FOR NAILING B 5TRAPPIN5, DETAILS. UNCONDITIONED SPACE y SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER * FINAL DIMEN51ON5 FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER n i ., . \\ . ,;,,_\\ . \. „ im EORE55 \\ \ CLEAR LIGHT VENT WINDOW DIMENSION PROV.\ \ OPENING PROV. TAG TYPE MODEL # \ :.•, TEMP. WIDTH REG'V: 20" PER ::. r, 3 E PER u� ? \._ HEIGHT REOV:24" UNIT UNIT F z hI(Ir? {�IHT' :, WIDTH HEIGHT D: 5.'I S.F. w OPEN REQ A CASEMENT GXWIb .:ji Y !! 14 14.0 C� 5 O \\ -•O � �\ 2-ll � 14.-I AT CASEMENT CXWIb \ ,',: \\\'.\ \ {' '- `o, 2'-11 " 5'-I I 14 h 14.1 14.07 Nk \\ €s '1 B TRANSOM AR31 y \��\ _\\.'i\ca. Eu BT TRANSOM AR31 ` ?°SC \\:` ` 2' 1 \\ G CASEMENT GXWIS y, \, ;:Ou IN,::_' ---IF7 ;. 3,.. \ ,- ?_' 2-11 4-I I I I.5 12.1 GT CASEMENT G1:WI5 '>\`" ' \\ " h.- ' 2-II 4-II " 11.5 N 12.1 Its PROJECT: D CASEMENT GXWI55 „ ✓ '\ :' 2'-II :• 5 4 1.6 31 �� E GABEMENT GWI5 \ " 5.-Z7 ` \\\ 2-4 LA U R E L AV E IV U E ABOVE > . \+ 4 II 8.6 a.2 8.6 6 R \ `; LOT 4 F TRANSOM AR251 " 1'-5" 2.0 6 CASEMENT GXWIS ? "" µ\ ,= ?' " 2' II 2'-11 E" 6.5 6.8IL I 6.5 \ . \\\ E \ >, HT CASEMENT GX14 <: ',' ,::" :<: 2-1_ �_ \,�\ by � ��� 4'-0" -t.-r p 8.1 1815 LAUREL AVENUE ° I J PICTURE P4045 ;tea, " ' k, ` f li " 80UTHOLD, N.Y. 11971. II IIDRAWING TITLE: JT PICTURE P4045 \ „ " h14.5 -7 : . K TRANSOM AR31 PROPOSED ATTIC PLAN II II L PICTURE P3040 " 4 " " �\ \` ": ? 2-II 4-0 a.4 WINDOW & DOOR CHARTS -Jr L - - - - - - - - - - - - -� I M TRANSOM AR41 ,....., -J L - - - - - - - - - - - - - -� N CASEMENT GWI4 , „ i+� 4 { bb :21-4 ill PAGE: P IFCASEMENT GWI35 '_ " " a = :, a a 5= \\ 2-4 5-4 5.7IF 1� b.o 5.7 Q CASEMENT FROPOSEC) ATTIC FLAN0 R SPECIALTY AFFW8006 '-91` \►'� ,: 7'-II �" I'-b " SCALE. I/4 - I O IL I 1� 11 CUSTOM \\\ \\ S UNEQUAL LEG \��,. �Lo DATE: 01/19/24 8 OF 19 ARCH \ CUSTOM SE ARCH CUSTOM >. ,, U UNEQUA EG \\� ARCH E31 ?Y�1; :\`' V CASEMENT GW I b `\: \°\ s; \ „\ 2!_4 „ 5'-II �!, 10.5 11.2 10.5 f�• ^' '� 2'-43�8" O O O WINDOWS "5". "T" 4 "U" ARCH HAVE 6' RADII Q 0 _ W -- — W J � -- M Cy �— < Lo O \ O O Cp i o c T_ z 4 It— Li Lo . o ` QI IA O : .. m 6 ': '.; �• � F.F. �?4' .. B 't' '.i•: ' O LLLL WEI= ULJ Wil Nil I LU :. t .. •..• •:+.. ..:•,1:. •i. ,. .. : . ... .. .. a .. .. .v i . > '>•�. r, '^ ,� YJ j• I Y %' .. : ti ..., +': .` ♦`•. .. ,i r• .. Ayr.'. B + . r• .+y.4 i i I •'f•. F O♦ •Y,' V V V O jLLLLj D[Li FD L lol 'r� •r ,r'.' T T AT O -. '�i'• i .. O O O O .... •�. 4 s f.' • ..F.F. ...• .. ,. • . .+ ,.•..t• ' ::•!. .: .•�,: ,.: •: F.F.: .. .. .. '•<' EAST ELEVATION (FRONT) SCALE: 1/4" = P-O" ELEVATION NOTES OTYPICAL ROOFING: _ I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARD5 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION — BEFORE INSTALLATION IA ASPHALT COMPOSITION SHINGLES H TYPICAL SIDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION V BEFORE INSTALLATION ® MAIBEC CEDAR SHAKE 14 I IA 2B STUCCO; PAINTED WHITE w 0 O NEW CLOSED BLUESTONE i'. GONG. STAIR 8 PATIO .,. :t •. .. , ...: PROJECT: t:,•-,`.•, LAU R E L AV E N U E O NEW DRYER VENT. :'•' . SEE NOTE ® PLAN 'f ; •' NEW BATHROOM EXHAUST FAN VENT: ;,•.'�::f::''`.:y•r �y... ''. :j r 5A VENT THROUGH WALL A5 SHOW :t •. '; : LOT v :. t :.� ry SEE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FAN VENT: f: :f . ' — 4 t : _ 5B LOCATE VENT WITHIN ROOF 5,OFFIT. L T '•�,• ,• 1815 LAUREL AVENUE SEE ALSO NOTE ® PLAN. f` '': '• " SOUTHOLD NEW Al, CONDENSER ON LONG. PAD OR OTHER ; `: ,••,.; :�� .' �.r. " „ q N.Y. 11971 OAPPROVED GROUND SURFACE (SEE FLOOR ''•' !�•:' '''''='r' r`:• �- PLAN NOTES) 4y ,,` •., t ",.; •'% •� ':;: ., ' <•.''°: ,.'. DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: >;'.;? ;,:�'r`,..,'" '.' .Y;•' ..'.•;' : :•' O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. : •:v�;';a''', ��''� ;.: . '�'•;�• ': y:',i�,a•i,.:;";.'i;1•,:,•r, __ SPEC.'S IN FULL CONFORMANCE w/VENTING �;';: �• 1 '' •::,;.; �;'`{`. PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. `'Y:f.,"•: "',�<: ;'l ,'' •= :� :; ":. SEE ALSO NOTE ® FLOOR PLA,N5. LLULJ •";� •'i'' I 5B qA::y.:. ram, �, :f'.. '':�•... '•:t..'.,e t ••'. .• .:•,1.°`3 ,'•{.'..'�. r ••t"'.. L•. ONEW MECHANICAL UNIT FRl--5H AIR INTAKE: :w:� �+':':::',•. A..;y:: . :.;•.,+•�::r.::, ;:�;. Liu INSTALL AS PER MANU. 5PEG.'S ti;•- :.; •� ••'• „ ONEW 4 SEAMLESS GUTTERS 4 DOWNSPOUT5; J' : :, ::.: `: :• O •:A••• LLLL 0 = :.;.. ,.,... f. Y �:• •�''��'s� •.; - �I PAGE: ALUMINUM WHITE .* .,`: 'a! ALL EXTERIOR LIGHTING SHALL COMPLY WITH '''`' yp' ;'};: f' • :' •'''•';:• O Lo TOWN CODE REQUIREMENTS PURSUANT TO '', ? �•:�: ':``�.; �: •`'':`:'':•'-'';':�+{ :•` s. SOUTHOLD TOWN CODE CHAPTER 1"72 LIGHTING, Liu�L A-201m00 y; OUTDOOR, CURRENTLY OR AS MAY BE �•' .'+ •' AMENDED :,�_ ``+ ',:j. ::: •" F.F. }. O O DATE: 01/19/24 9 OF 19 • i^n•g.n. .. .r •Z "' N z, o.A� r by .a NORTH ELEYA.T 10N (R I O HT SIDE) � �.a • '�' SCALE: 1/4" = I'-Oil I IA ICL Q W W J ca cy) N � � O I O � Cfl O E= Loz4 >, X �C1A IS 0 CD N C N O T Q I a. 2 0 LLL LL F.F. -_ LaLu O O MIN. . , •. � r , V i X- i, N. ..f••i I IL LLLLLLL ■s .r_. W O ,' ••.;" F.F. .. F.F. F.F. ,F.F•• s q I III III r I III III = � NEST ELEVATION (REAR) 50ALE: 1/4" = P-O" ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINOLF-5 z TYPICAL SIDING: w I. SEE NOTE AT BUILDING SE(:TION FOR MINIMUM CONSTRUCTION STANDARD'S O 2. H.O. TO VERIFY FINAL COLOR, AND MATERIAL SELECTION _ U BEFORE INSTALLATION w ® MAIBEG CEDAR SHAKE 74 2B I IA STUCCO; PAINTED WHITE 0 O3 IN- NEW CLOSED BLUESTONE P. GONG. STAIR ff PATIO PROJECT: .01 ONEW DRYER VENT: LAU R E L AVE N U E 4 SEE NOTE ® PLAN LZ NEW BATHROOM EXHAUST FAN VENT: LOT SA VENT THROUGH WALL AS SHORN. SEE ALSO NOTE ® PLAN. Q NEW BATHROOM EXHAUST FAN VENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. p SEE ALSO NOTE ® PLAN. 1S 15 LAUREL AVENUE NEW A/C CONDENSER ON GONG. PAD OR OTHER .'f, . .;, ;^'•+ ., '��'•�• •' � �:�-: �,.::':• SOUTHOLD N.Y. 11971 OAPPROVED GROUND SURFACE (SEE FLOOR •• '" ','Y•,_ PLAN NOTES) - {F •` ' •! '.J NEW MECHANICAL UNIT DIRECT VENT: O O .:..�.`• ^•,• r � - .. o �:; ...::.:�:': :;�� .::: DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. •V •'.x ' `+ ' - ~•" SPEC.'S IN FULL CONFORMANCE W VENTING :'":-•�� �:;.•: •.� PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER I<lY5 MG 804. •• ' SEE ALSO NOTE ® FLOOR PLANS. ONEN MECHANICAL UNIT FRESH AIR INTAKE: FF •. '':�•Y'`�::. :`t:''+:':�'�� INSTALL AS PER MANU. 5PEC.'S O9 NEW 4" SEAMLESS OUTTER5 8 DONNSPOUT5; r•" :� ALUMINUM, WHITE PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH . '•.•'•�' TOWN CODE REOUIREMENT5 PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1'72 LIOHTINO, OUTDOOR, CURRENTLY OR. AS MAY BE AMENDED ■ ■ ■ ■ ❑ ❑ ❑ ■ ..°, , ._.: DATE: 01/19/24 10 OF 19 Fl FLI V ILL FEI 0E] o [:1 L] -LLL&I —j--o . Li LidO O O O � �.•<+%Y rLMLLLL El El 1:1 El El [:1 [11] . .. MIN. ••• , :• .•-?� r ,� t pp f• 1'� O . SOUTH ELEVATION (LEFT SIDE) Sr-,?:LE: 1/4" = 1'-0" • tlY �. • G ice' P++.f•'•' BUILDING SEGTI ON NOTES ONEW ROOFING NOTE (T`r I. INSTALL NEW A5PHALT 5HINGLE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER w 5.INSTALL 15 # BUILDING N FELT .O.N) OVER W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE Q HIP5 (AS REOV) 6.PROVIDE RIDGE VENT (AS REOV) N -I. FLASH ALL VALLEYS Q ,t� Lo B.INSTALL DRIP EDGE A5 REQ'D C O q. INSTALL ALL A5 PER MANU. SPEG.'s O2 TYPICAL ROOF 8 CEILING CONSTRUCTION: NEW ROOFING AS NOTED O c z V,' 1/2 GDX PLYWD 5HEA7'HING (BLOCKING ® ALL PLYWD T-- SEAMS) R.R., G.J., # G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) O O m .� C.0 PROVIDE R-25 SPRAY FOAM INSULATION KI R-21 BATT -C O Lo INSULATION AY PROVIDE 2" THK. SPR FOAM INSULATION® EAVES Q N O NEW EXTERIOR WALL GON5TRUCTION (TYP): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL)UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BATT INSULATION 5/8" THK. GYPSUM BD. WALL FINISH NEW 51DIN0 NOTE (TYP): O I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOU5E WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PE025 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ' ♦ ■ INSTALLATION v 5. SIDING SHALL EXTEND TO TOP OF FOUNDATON WALL OTYPICAL FLOOR CONSTRUCTION: UJ 5 I. FINISH FLOORING TO SELECT 2. 5/4" TS G GDX PLYWD. 5UBFLOOR GLUED d SCREWED 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 GATT INSULATION (BETWEEN FIRST FLOOR d FOUNDATION, AND BETWEEN GARAGE b 2ND FLOOR) P 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS ■ram^ /iN V PROPOSED RIDGE HEIGHT ---------------------------- LEV. +34.0' \\ 12 \\ I \\ 1'7 \\ 2 \\ 12 \\ ATTIC ATTIC \\ �� 12 \\ 12 �� 8 \\ 41 - -- \�\\ � /j BEDROOM 4 �ED SPACE \\\ z UNFINI PROPOSED SECOND FINISHED FLOOR ATTIC ELEV. +12.6 ------ -- \ O U W 3 � `t 4 Q ' O ° o PROJECT: LAUREL AVENUE PROPOSED FIRST FIN151HED FLOOR LOT 4 ELEV. +1.5' --------�` LIVING ROOM BEDROOM 2 KITCHEN FOYER 5 BASELINE (AVERAGE GRADE) 1815 LAUREL AVENUE ELEV. +o.o' SOUTHOLD, N.Y. 11971 5 DRAWING TITLE: A-401 BUILDING SECTIONS BASEMENT FINISHED FLOOR BASEMENT BASEMENT ELEV. -a.o ------------ PAGE: SECTION 11/A 30 I F-GT I ON 2-2A-SO 1 SCALE: I/4" = I'-O"- S / SCALE: 114" = 1'-0" DATE: 01/19/24 11 OF 19 T, 'I: BUILDING 5E:CTION NOTE5 ONEW ROOFING NOTE I. INSTALL NEW ASPHALT SHINGLES. 2.INSTALL ICE AND WATE-R SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER w 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER I W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REG'D) 12 J b.PROVIDE RIDGE VENT (AS REOV) CY) -7. FLASH ALL VALLEYS 2 10 Q += 5.INSTALL DRIP EDGE AS REaV CY) 9. INSTALL ALL AS PER MANU. SPEG.'s Z) r' O CO O2 TYPICAL ROOF $ GEI!_ING CONSTRUCTION: NEW ROOFING AS NOTED O z 4 • OGKIN6 ® ALL PLYWD 1/2 GDX PLYWD SHEATHIN6 (BL 0- SEAMS) R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER �' O Yj N C &' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) // \\ O O co PROVIDE R-28 SPRAY FOAM INSULATION W/R-21 BATT // ®NSULATION ® \\ (PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q Q, O NEW EXTERIOR WALL (:ON5TRUGTION (TYP.): S O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON - 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD Q Q SEAMS) UPON Ln X 4 2"xb" STUDS ® lb" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=-1/INCH) W/ R-11 BATT INSULATION 5/5" THK. GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYf O4 I. INSTALL NEW 51DINO PI=R H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ■ INSTALLATION 5. SIDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL 5 TYPICAL FLOOR GON°iTRUGTION: MASTER BEDROOM O I. FINISH FLOORING TO SELECT uj 2. 5/4" T6 6 GDX PLYWD. SUBFLOOR GLUED d 50REWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® M05PAN ■-® 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR B FOUNDATION, AND BETWEEN 6ARACE d 2ND FLOOR) r , 5. 2" THK. SPRAY FOAM AT ELV6. PERIMETER RIM JOISTS V A-aoi = Q V BASEMENT SEG71ON 1 - 1/A-502 SCALE: 1/4" = I'-O" CONNECTION 'A' AS PER PACE 6-005 NEW RIDGE 12 PROP05ED RIDGE HEIGHT 12 12 12 10 10 CONNECTION 'BIT AS Il N H PER PAGE 6-005 // Z NEW R.R. TO G.J. ATTI G 0 U N Q t o PROJECT: LAUREL AVENUE PROPOSED SECOND FINISHED FLOOR / WALK-IN LOT 4 ELEV. +12.6' CLOSET BATHROOM 3 ATTIC PROPOSED SECOND FINISHED FL,00pz-d� --- -- ELEV. +12.6' 1815 LAUREL AVENUE $ SOUTHOLD, N.Y. 11971 (V Q DRAWING TITLE: o BUILDING SECTIONS o I PROPOSED FIRST FINISHED FLOC ELEV. +1.3' L17 PROPOSED FIRST FINISHED FLOOR �--- DEN ,,-------- - PAGE: ELEV. +1.3' ELEV.L+O O AVERAGE GRADE) BASELINE (AVERAGE GRADE) dd-� 0(0) ELEV. +0.0' DATE: 01/19/24 12 OF 19 it o BASEMENT FINISHED FLOOR BASEMENT °. BASEMENT ELEV. -q.0' ------------ cc SECTION 2-:2/A-502 SECTION 5-3/A-502 50ALE: 1/4" = I'-O° SCALE: 1/4" = I'-0" C PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' d 'E' IN "TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, Q SHEAR, 4 LATERAL RESISTANCE" PROVIDE 5" (MIN) GONG. COVER ON PACE 0-005 ® EA. J015T / OF ALL REBAR WITHIN P. GONG. STUD (AS APPLICABLE) FOUND. WALLS d P. GONG. FTG'S. w PROVIDE INSULATION W HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW STUD) 4 SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; PER ENERGY TABLE 2"xb" (BELOW FX P.T. BILL M /PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q � LO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD �i C PITCHED METAL O J015T HANGER BY FLOOR SYSTEM AS NEW 515"0 HOOKED ANCHOR r C00 /'SIMPSON' OR EQUAL NOTED ON PLAN BOLTS w/5" 5OUARE WASHER d ENDNUT;5PAGIN6 AS INDICATED 'C � N �; O FIRST FINISHED FLOOR � ON 6-005 FOR STUD WALL d ® �', — \ 48" O.G. FOR F.J. PLATE � •� � z � z O U N m � MIN. SPACE BETWEEN \ r GRADE C ¢ 00 co • r- _._ N 0 � 6f) lY2" WALL AND HANDRAIL -'�- •I, _ ( O O 5/4" PINE R15ER r 5I/4 + .�ja• G• •II s/4" PINE TREAD STANDARDS FOR ORli FAE3LE HAND FAIL •� ".,�� " SCALE: NTS a. •If •to u �t x O GR055 5ECTION II '• � - 0 MIN. z HANDRAIL • I" ROUNDED NO51NC CLEARANCE CIRCULAR NON-C I RGULAR w/Y4" RADIUSLi< #6 HOOKED VERT. °II (NOT INCLUDED IN 4 -6Y REBAR ® 25" O.G. :°!I I TREAD DIMENSION) �, �� •` II � �■ V2" IY4��_2�� `1' FERI- 2y4 MIN. METER MAX. i• �o 4-4 DAMP w PROOF N6 TOASPHALTIC . Ib ■s il O O � : 0 lU ' A. :: :: m P. GONG. FOUND. WALL (3) 2 xl2 STRINGERS ® w/R-21 (MIN. 4,000 PSI) Ik �- INSULATION, IF UNDERSIDE IS FACING tt NEW WHITE DUROLA5T EPDM ROOF 5TORAGE/NON-HABITAL SPACE MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF °, •,II J EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY SPEC.'S. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. #4 HOR. CONT. REBAR ® Jt Y�" GYP. BD. TOP, MIDDLE THIRDS, 4 STO5.AOE UNDER PERIMETER OF ROOF INSULATION BOTTOM OF WALL (4 TOTAL) tl WRAPPED IN VAPOR BARRIER h' (WHEN AFFL I CALBE) NEW �" THK. PLY P. GONG. CONT. FT6. (I \ WOOD II ROOF DEGKIN6 (MIN. 4,000 PSI) NEW I" THK. R16I1P INSULATION 4" P. GONG. SLAB II ADHERED TO DEGKIN6 6ALV.Tm ' 11 DRIP-5TOP 6"xb"-IOxIO W.W.M. BETWEEN EDGE CENTER I$ UPPER 1 OF SLAB II R TREATED Vx12" SILL FOR CONTACT SECURED IN PLACE DURING POU It w/GONG. (IF APPLICABLE) •. II •.' • A. BASEMENT 6 MIL POLY ° ` ,'+ MOISTURE RETARDERI 4• 4. O 1 NEW " THK. GYP. BD. I 14" GRAVEL BASE + '• .. ` •.. PROVIDE INSULATION BETWEEN CAVITIES (3) i5 HOR. CONTI REBAR PER ENERGY TABLE (WHEN APPLICABLE) 2 " PROV. GLEAN -0 ROOF ROOF RAFTERS AS NOTED ON PLAN COMPACT FILL N7ER I OR MOOD STAIR DETA I F1_A7 ROOF DETA � f=0UN1:;)A710N NALl. DETAIL. A-401.00 SCALE: 5/4" = I'-0" A-401.00 SCALE: 1" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" 2'-0" LAP (TYP) I z II w ------------ I �I ------------t--= -- II I TYP. ROOFIN6 (SEE ------- -- --_ --��-- SECTION NOTES) / I I I I 11 NOTE: w TYP. ROOF CONSTRUCTION #5 REBAR (TYP.) Q I I I j I I. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTES) Q,� Q^ I I I I BLUESTONE) - MASON TO ADJUST a / #5 BENT �� I I I I I HOHT OF LANDING A5 REO'D TO SIMPSON' H2.5A // REBAR (TYP) Oi I I I I ACCOUNT FOR FINISH MASONRY RAFTER TIE N I I 2. ALL HORz.SURFACES SHALL BE PITCHED PROJECT: ® 1:46 AWAY FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL LA U R E L AV E N U E ADJACENT COPPER FLASHING FROM ABOVE AND I I I INASPHALTI�SLAB, A BED ALL LL FLASHING 4" P.GONG.SLAB LOT G.J. AS PER PLAN I I" w/bxb 10/10 KW UPON COMPACTED STAIR DRAINAGE CALCULATIONS:STAIR W "'ILL = 4'-0" fr PJ ILL PROPOSED NEW AREA,= 60 5.F. _ 1815 LAUREL AV E N U E GRADE FASG I A BOARD 60 5c�. Ft. X 0.I'7= SS REBAR BENT TO .� °_ •�_ -« 8.5/3.1= 2."I VERT. FT, OF 2' DIA RING REQ. SLAB AS SHOWN �.-- PRE-FAB. RAILING w/REQUIREMENTS BEAM AS PER PLAN CORNER CONNECTION T =-�__=° SOUTHOLD N.Y. 11971 PROVIDE (1) 2' DIA. Y, 5'-0" DEEP STORM y a. \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM ••ice' . //\//\//\// CAPACITY TO RE515T 200 LB5 OF g • . \�\/\/\ LATERAL LOAD. MATERIALS SHALL "SIMPSON" PG64 -4 'i (FOR 5 PLY BM) NEW SIMPSON LU526 i EPDXY PAINTED STL., /\\j\/\/ � BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: "SIMPSON" BG52-2/4 GALVANIZED JOIST �'' .°/� + 6\ / b / / - DIPPED 6ALV., (FOR 2 PLY BM) HANGER #5 REBAR (TYP) 2'-O" LAP c •/// y ///%// / // DESIGN DETAILS (I) #4 REBAR ® EA. �, • EPDXY PAINTED WROUGHT IRON. (TYP.) STEP;3 GVR ® ENDS / ATTACHMENT AS - / / / / / / / / PER RAIL MANU. BEND REBAR TO SLAB -------{-- -i -- --------- 10' a < • • \\\\\\ \\\\\\\\\� \�\� ALL NOTE: GONG. SHALL 4"P.GONG.SLAB w/ I I I •° / \\/\/\/ r '.. b"xb"-10/f0 W.W.M.UPON LANDING MIN. ° ii \ \ COMPACTED /\/\/\/ l� BE 4p00 P51 (MIN) .� �_ ,,�° __ Z - - COMPACTED FILL II -------------- X a■ °: •,'�" //\//\// /� FILL i�/ / / /// (U #4 REBAR . :II \ \ ----__ ==k�---fl-------- % \ \�\\�\\�\\,\\ \ \ �\ \ \ o I \ \ PAGE: m Q ✓A. : \\ \ #4 REBAR ® 10"�\\ \\ \� \\ \\ Z O CONT. ® TOP \/\ I I 4" P.GONG.SLAB w/ 2"x4" t' y' / // // // // O.C. (MIN. 5) \/ /\/ / 0 0 \ \ \ b"xb"-lo/lo W W.M. KEYWAY a 1 �iii \ \ \ \ \ \ \\ \ \ - u #5 REBAR ® 56" O.G. II UPON GOMPAGTED FILL Kira'' / O.C. .//\//\ - 0 P.T. POST AS =—_-- ——_ ---I------- �• y'i�� \/\\/\\ ■e PER PLAN - I 1 II 4" DRAIN CONNECTED • �iiii \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ttl GRADE II /\/\/ ■ /\ \/\/\/\/\/\/\/\/\/\/\/\/\/ O ,. 40 / / COMPACTED I I TO EXIST.MAIN LINE a✓iii° �,, \ \//\ I. \\/\ FILL \\ \\ \\ \\ \\ \\ o \/\\/\\/ 0 6" THK. P. \ OL .// / // �'- GONG. WALL •. i 1 I /\/\ Q I I I II L-•-.-T- :- - a- -_-_-• \\/\\/\\•� / ALL P. GONG. \ III. II II I� #5 BENT �I \/ �' Q \/\/\/\/\/\/ SHALL BE \/\/ III W/ // DATE: 01 19 24 //\// ��\//\//\//\//\//\//\/ 4poo Psl (MIN) #5 BENT REBAR ICI V,\\ \\ / 13 OF 19 REBAR (TYP.) #4 REBAR CONT. ® loll C.G. (MIN. 5) • •. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ® 36" O.G. 11 I I° O P // // // / // // // // // // // I (1) #4 REBAR CONT. /"SIMPSON (I) #4 REBAR CONT. ® BOTTOM POST BASE PER LI I I #5 BENT REBAR a 1211 O.G. I•, /\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/ III'• • \\ \\ POST SIZE \//\//\//\//\//\//\//\//\//\//\//\//\//\//\// IS" WIDE x 12" DEEP 8 THK. P. CONC. WALL \/\/\/\/ P. GONG. FTC. . .I ,.a \ \ \ (1) #4 REBAR CONT. •I a \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ I I la" HIDE )( 12" DEEP •:° ;•, \ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ REBAR ''',. C� i P. GONG. FT6. IX_ // // // // // // //\//\//\//\//\//\//\//\//\// • ? �•. w �� : .'o STONE PATIO AS PER PLAN .; . • \\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\ \\/\\/\\/ 'T' CONNECTION (2) #5 HOR. REBAR •I �`5 4 �, C GOVI=RED FOROH DETAIL A-401.00 SCALE: 3/4" = I'-O° EXTERIOR MASONRY' STAIR R DETAIL EXTERIOR MASONRY DEGfo DETAIL J, �j REBAR OVERLAP DETAIL A-401.00 � _ _ � A-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4 - I O SCALE: 5/4" = 1'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. WHEN NOTED ON PLANS I Q 8 (4) 3/8" H.D.G. LAG 0 BOLTS (PREDRILLED) w FLOOR SYSTEM AS J NOTED ON PLAN Q Cy _ NEW 5TL. GAP PL. 'A', 'B', 0-)— — — - — -1- — OR 'G' (PER BEAM CONFI6) FLOOR WOOD BEAM r � I � AS NOTED ON PLAN r O CD W O I ELDED TO COL.;SEE GAP Q O PL. DETAILS = � N � r —�� — — — — NEW 3-1/2" O.D. 5GH 40 'E O 3/8" THK. PL. NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. O C Lo z 4 I 5/&" THK. H.D. WELDED TO COL.;SEE (A5TM AI23) AS PER 'I /4 BASE PL. DETABOLTINO STEEL (O EGZUAL)PLAN 15'r IM5 C X 0 N GALV. PL. 5 FOR � O c� � O O m .� i i PROVIDE GOLD JOINT GONG. SLAB r� N O }' GAP PLATE A AT GONG. SEAMS (TYP) Q Oco FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE t ° LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER It:. i. fit. a e ; .... 4" GRAVEL BASE — NEW (2) #5 HOR. REBAR UPON (2) #5 PROVIDE BEAM SPLICE n CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG NEW 18"xI8"x12„ HOR. REBAR (4 TOTAL) DEEP P. GONG. PAD E.>S�o ppt�llLED FILL WHEN NOTED ON PLANS BOLTS (PREDRILLED) FT6. (MIN. 4,000 PSI) V LLJ PERMACA5T COLUMN AS PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS �- - 3/8" THK. FL. Y41 i 4 GALV FL.H H.D. Q• STEEL COLUMN FOOT I NO DETAIL •- A-402.0 W)U) Ll POST BASE PER MANU. GAP PLATE 'B' SCALE: 5/4" = 1'-0" ^� SPECIFICATIONS FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE 0 LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. SLAB FINISHED o a I to ORADE PROVIDE BEAM SPLICE 8 tt a ��\��\� CENTERED ABOVE COL.,--' (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR TANOTED ON PLAN AS GRADE ��\��\� BOMP ILL — O I — — NEW 5TL. GAP PL. 'A', 'B', FLOOR WOOD BEAM v d ° \�\\ EVERY 6D — — _ — — — f �� OR G (PER BEAM GONFI6) A5 NOTED ON PLAN _ — WELDED TO COL.;SEE GAP PL. DETAILS Q /x EXTEND FOUND. WALL 8 FT6. AT — — — �— — — ( NEW 3-1/2" O.D. 5GH 40 \ \\ \\ COL. PER FOUND. PLAN;PROVIDE \ O NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. ADDITIONAL (2) #5 VERT. REBAR O WELDED TO COL.;SEE (A5TM AI23) A5 PER Z \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 8 (1) #5 HOR. REBAR IN" — — — — _ _ MAX. SILL- o a \\�\\\ ENLARGED FT6. BOLTING STEEL (OR EQUAL) 44 _ /� / 3/8 THK. PL. I „ I i i NEW 4" P. \ �\ I /4 3/b" THK. H.D. AT GONIDE O. CAMS (7YP) HE I C HT GONG. SLAB \/\ \/ 4 GALV. PL. PER CODDEE GAP PLATE 'C.'R310.2.1 I EXTERIOR MASONRY DECK FOUND. WALL b FT6. AS PER ' DETAIL X/A-XXX FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL a 1 LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL == BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL A5 (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" GRAVEL BASE ° NEW (5) #5 HOR. FLOOR --•- — REBAR UPON (5) #5 r _ NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) " q DEEP P. GONG. PAD COMPACTED FILL Z . . FT6. (MIN. . 4,000 P51) w SORE=55 Jul I N ON NELL DETAIL 2 FERMACAST COLUMN DETAIL � STEEL COLUMN GAF 4 BASE FLATS DETA I L5 0 0 U A-402.0 A-402.0 A-402.0 SCALE: 3" = I'-O" SCALE: NT5 SCALE: 5/4" = 1'-O" LiJ E- Q STEEL COLUMN FOOT 1 NO DF-TA I L PROJECT: 8" TH I r_X RE I NFORGED CONCRETE A-402.0 Ct SCALE: 3/4" = I'-O" LAUREL AVENUE O s AB LOT 4 O RASS SHOULDER AREA (T`rF.) 24" DIAMETER CAST IRON OR IDEF I NED SURFACE GO\/ER INLET ORATE 4 FRAME I 1515 LAUREL AVENUE FLOOR 5Y5TEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP PL. 'A', 'B',OR FLOOR WOOD BEAM DRAWING TITLE: G (PER BAAM GONFI6)WELDED TO COL.;SEE GAP AS NOTED ON PLAN (-- I I PL. DETAILS DESIGN DETAILS NEW 3-1/2" O.D. SCH 40 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. ti i WELDED TO COL.;SEA (ASTM AI23) AS PER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BABA PL. DETABOLTING STEEILS FOR D(O EQUAL)IMS II I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III— NEW4" P. �— —III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I AT CONCDE COLD JOINT. SEAMS (TYP)LLI PAGE: GONG. SLAB �- I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - III III III- I •�. • a. " - O Z ( I •• . ' . • . .. . .. . I I I 4" GRAVEL BASE ° �� � DATE: 01 19 24 `�- / / 14 OF 19 •_ COMPACTED FILL (v PRECAST GONG. NEN DEEP P3GONG�PAD NEW(4) #5 HOR. O ROUND LEACH I NO RI NC. SEE REBAR UPON (4) #5 WATER CALCULATIONS ON FT6, (MIN. 4,000 Psu HOR. REBAR (8 TOTAL) SITE FLAN FOR REG'D EFFECTI\/E DEFTH 2 t_O tt DIAMETER AS 2 GJ > MIN. FER SITE FLAN MIN. .1 C GLEAN SAND O RA\/EL FILL E. s../ -� DRN6NELL DETAIL p� a ti A-4o2.0 57EEL COLUMN FOOT I NO DETAIL SCALE: 1/2" I'-O" A-402.0 SCALE: 3/4" P-O" OENE��AL <E**"r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.0. 57L. 0- EX1571NC7 TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAI'4E (L.O. � NEW FOUNDATION WALL 57L. WHEN APPLICABLE) W _J m NEW I-HR FIRE ♦r:ATED MIN. (2) 2"x4" 57RUG7URAL WOOD FRAME (L..0. 57L. ® P057 FOR 4" WALL5 Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c� CA P057 FOR b" HALLS), U.O.N. _ r 0 NEW 2-HR FIRE RATED _ _ WOOD FRAME (L..O. 57L. CV O � WHEN APPLICABLE) O � � G z �t Io �, 0 U N P05T 8 COLUMN DESIGNATIONS: - - - - - - - - - - - - - CO STRUCTURAL PLAN NOTES (- O o m � POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DE516NATIONS Do NOT IMPLY - 6-� - - •+ �' ' 4B O QLo SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES B STANDARD - -- - - - - - - - - � Q r- • I 'j.. •',,� ';::..: ,; � • •..:. �:;' (� - - - - - - - .' I � � O I ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. I I 4, I ABOVE INDICATED P05T5/BEAM5. OSTACKED POST/COLUMN: 0-AI (1) 2"x4" POST BI (1) 2"x6" POST I -I 2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH i P05T OR COLUMN ON FLOOR BELOW/ABOVE. 3 INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"x6" POST AS INDICATED BY DASHED OUTLINE. AL16N STUDS OF BEARING HALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST g3 (5) 2"xb" 1-05T HOLDOWN (I5T TO 2ND FLOOR): j I I I NEW 11.5'75" 560 WI F.J. a 16" O.G. HOLDOWN WAS PER PAGE 6-•003 A4 (4) 2"x4" POST B4 (4) :2 P05T 4a HOLDOWN (FOUNDATION TO I5T FLOOR): I I I ,: I I I 4-a ,.. r , ■ HOLDOHN 'B' AS PER PAGE 5-003 A5 (5) 2"x4" POST B5 (5) 2"xb" POST NEW REINFORCED P. GONG, SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SOH 40 3. 4" (MIN) GRAVEL SASE G- 5TL. COL. (ASTM 0- 5TL. COL (ASTM AI23) BY SIMS AI23) BY SIMS 6B NO 24 D 400TIDEEP P. GONG. PAD FOOTING AS PER STEEL (OR EQ) STEEL (OR EQ.) 4-O'-� DETAIL 2/A 401. I STRUCTURAL PERMACA5T OOLUMN (5,000 LEW: POURED CONCRETE AND STEEL REINFORCEMENT NOTES:STRUCTURAL SGUARE I I I I I I V TA Bp00 L55 LOAD E MIN. RINGCAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT COLUMN, AS PER L ENSURE G CON NTRIC SPECIFICATIONS. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. v PERMAGAST COLUMN FOOTING (PAD FTC.) � 7B PERMAGAST COLUMN UPON 12",9 P. GONG. 50NOTUSE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 0 O UPON 24 x24'xl2" DEEP P. GONG. FOOTING AS PER 01 SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR7. ;, LL DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. �,. - I :• 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. .' I NEW 11.5 15" 560 WI F.J. A5 PER DETAILS 5/A-401 6 g/A-401 (TYP) j ® Ib" O.G. I Rr F TOP OF FOUND. HALL MAY BE STEPPED POHN AS . ALL FOUNDATION NORK SHALL BE O 4 REO.'D TO ACCOMMODATE R TE 6AA6 DOOR GL SURE 6 25 DAYS AND SHALL CONFORM TO A °ECURRENTR AT AOI 31b CODE. 1 d m c c DWELLING ENTRY (VERIFY DIM.. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED - 1 13 to NEEDCARB�o BE EPDXY GOAIT5EDN STEEL 6RADE 60. WWM FOR SLABS DO NOT O m TYPICAL P. GONG. FOOTINC3 8 WALL CONSTRUCTION: 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 - SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS g/A-40 BASEMENT, DETAIL 5/A-401 a GRAWLSPACE, 8 DETAIL 1• PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN C WA-401 ® SLAB-ON-GRADE: PLACE AT TIME OF POURING B MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. 45 4B 10 I ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - - B.O. FOOTING 3'-0" BELOW 5RADE MIN. 5. Or SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. , • ,. 12 12 .• '.ti r• APPLICABLE) - $ - AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / "• ) 11.5-i5" LVL DROPPED 61RDER L -1 (2) IL5-15" LVL DROPPED GIRD R - - - STOOPS (WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - MA5oN TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING CONCRETE MIXTURE FOR HEIGHT OF WALL B SLAB (WHEN APPLICABLE) 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW ATTIC. ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE II HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I. MIN. 350 # CAPACITY 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 3. DEL. FRAMING WHEN NEW OF ENIN6,U.O.N. I ; 4.WEATHERSTRIP AGGE55 OPf°NIN6 d PROVIDE R-4g 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I :a I I u Q !i INSULATION ABOVE w/HD. FR. (OR EQ) BAFFLE OR CONFORM TO AGI 506. RETAINER TO PREVENT INSULATION FROM ENTERING I Qtu DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / ( I I :; I O U O V _ O �j p �j (OMIT WHEN ATTIC. AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I m THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. I I m m m O 5. INSTALL AS PER MANU. SPEC:.s ( I r 11 r- r r b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN No CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I I I 3 12 BEAM POCKET (TYP.) REMOVE AS REQ D. I I � 3 3 TYPICAL CLOSED FOUNDA'�ION b THE USE OF HEAT WHEN BLANKETS NECESSARY.R ELECTRIC BLANKETS ARE •; I I I z I f z z 13 a PORCHES / PAT105: ° I I I m BASEMENT I. SEE NOTED DETAILS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR H16HER O 2. ALL HORM SURFACES SHALL BE PITCHED a 1:48 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I 5'-jy2" 5'-�2" 8'-l�2" 5'-jY2" 5'-jY2" 5'-jY2" 5'-jY2" FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 12 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, I I 6B bB bB ba bg BED ALL FLASHING IN ASPHALTIC, MASTIC g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I - - _ �-0 - - �C} - - F 7 - �- HA PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I 3 11.5'I5" VL DROPPED "4. PORCH PATIO HALLS OF .SEPARATE POURS SHALL L PPED 6 ER/ 1 ) �D I (3 II.B'15 LVL DROPPED 61 ER (3) 11.5'15 LVL DROPPED IRDE BE DOHELED w/#5 ® 8" O.c:. VERTICAL TO EA. OTHER (ASTM G4g4/G4g4M, TYPES G AND E). I J �� 12 w 8 TO MAIN FOUND. 10. CONSULT ARCHITECT HHEN STEEL EMBEDDMENT OR055 SECTIONAL 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. IS EXTENDED FRAMING TO ROOF RAFTERS: II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I PROJECT: PROVIDE FRAMING EXTENDING- FROM HALL, BEAM,OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 P51. I -► HEADER (BELOW) TO R.R (ABOVE). 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI Sob. I u a u I LA U R E L AV E N U E 5G I I w o 0 3 0 - - - - - I° - - - - - - - - - - -� g ° � O � I LOT 4 - - - I - - ° IL SOIL BEARINGCAFIA017YNOTE: - - - - - - - - - - - - - - •o/ - - - - - J � ® � ® � ® STRUCTURAL DEVON OF FOOTIN65 ASSUMES A SOIL ,,•A 12 > a a 3 a 3 I I 1815 LAUREL AVENUE BEARING CAPACITY OF I.O TON/S.F. I � z ( Q NEW II.8T5" 360 WI F.J. 1 I I I I I SOUTHOLD, N.Y. 11971 Lu i NEW 11.51511560 1^41 F.J. DD_ ® 16 0.0. m I DRAWING TITLE: L _ _ 1O I PROPOSED STRUCTURAL PLAN _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P 4 •4' - - - - - - - - - - - - - - - - - - - - - _ 45 ,a I I I PAGE: I � - _ ,B - ,s ,B J �• I I Oro 1 1 p NE w UP I r �. - - - - - - - - - - - -.;r..,.° - - - - - - - - - - - 5•r 'n, - - - - - - - - - - - F 0 10 NEH 11.5"f5 360 WI F.J. IY • h , a 16" O.G. ' \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -il I \ r DATE: 01/19/24 15 OF 19 \ �? I'-4" w A CH 5" _F B LO WALL RI AX. 5. \ (14) Tr M N. I \ � - - - - - -1 L - - - - � I m0 AR, - - - - - - - - - - - - - - _J �. ''ij �� 61 ,` 5 Z P e e j��•� 4� �; r i e+fL PROPOSED FOUNDATION STRUCTURAL PLAN V SCALE: 1/4" = P-O" : P 0E I ` ERAL 5 I �50L <E"*r : _ EXISTING TO BE DEMOLISHED TIAL HEIOHT WOODD FRAME RAME (L.G TL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w - 57L. WHEN APPLICABLE) J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Co N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q � � O POST FOR b" WALL5), U.O.N. �- O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. 77 WHEN APPLICABLE) 1" O C � z ' X r -le O U N POST COLUMN DE5IGNATION5: m � CO STRUCTURAL PLAN NOTE5 O o .�, POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY NEW 2"xb" G.T. N OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 6 16" O.G. s STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMIN6 REOUIREMENT5. Q O I ABOVE INDICATED POST5/BEAM5. a W OSTACKED POST/COLUMN: B AI (1) 2"x4" POST f BI (1) 2"x6" POST Q LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH W POST OR COLUMN ON FLOOR BELOW/ABOVE. u L $ INTERIOR LOAD BEARING WALL (ABOVE): �--a (2) 2"x4" POST B2 (2) 2"xb" POST I BEDROOM I AS INDICATED BY DASHED OUTLINE. 275 S.F. AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2 x4 POST B3 (3) 2 xb POST HOLDONN (IST TO 2ND FLOOR):FLOOR I N 4 HOLDOWN 'A' AS PER PAGE 6-003 A4 (4) 2"x4" POST B4 (4) 2"xb" P05T 4B HOLDOWN (FOUNDATION TO IST FLOOR): O HOLDOWN B AS PER PAGE 6-003 A5 " �❑ (5) 2E x4" POST B5 (5) 2 xb POST NEW REINFORCED P. GONG. SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UrION 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40uj 5. 4" (MIN) GRAVEL BASE p�❑G 5TL. COL. (A5TM �a 5TL. COL (ASTM T, AI23) BY 5IM5 AI23) BY SIM5 ■ss PAD FOOTING STEEL (OR Eo) STEEL (OR EG) 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 L55): POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: LINEN I° Q V 7A STRUCTURAL SQUARE PERMAGA51' COLUMN w/ MIN. s Sp00 LBS LOAD BEARING GAPAUTY. BEAM 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT (5) 14" LVL DRP. HDR. WRAP W/ Ix AZEK h NEW 2"x5" G.J. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I PERMAGAST COLUMN FOOTING (PAD FTC.) 7A O 7B PERMAGAST COLUMN UPON 12"4) P, GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION UPON 24"x24"x12" DEEP P. GONG. 'FOOTING AS PER SHALL BE DE-WATERED. THE POUR 517E SHALL REMAIN DRY FOR WALK-IN <i ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3 CLOSET 0. DETAIL 6/A-401. O ENCOUNTERED. 73 S.F. BATHROOM I 0 COVERED U uw 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING to O 122 S.F. AS PER DETAILS 8/A-401 d a/A-�FOI (TYP) 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. PORCH �p O 2`35 S.F. IA TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O REa.'D To ACCOMMODATE 6ARAt5E DOOR CLOSURE 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. z ®z DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT l0 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD E NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS a/A-401 _77BASEMENT DETAIL 5/A-401 ® CRAWLSPAGE $ DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL B HARDWARE IN "' ti P' '` s'; n III 77777 7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING S MAINTAIN REQUIRED CLEARANCES, _ :a P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAOE5, AND PLUMBNESS. i I W ® (2) 11.575" LVL HEADER / ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR / B.O. FOOTING 5'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMf=TER OF SLAB (WHEN CONCRETE. APPLICABLE) _..- AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) - GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE _ BUTLERS I I I I MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 1 PANTRY KITCHEN FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) ;F 87 S.F. 262 S.F. i I I I 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 1 �u ONEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE po w II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Q ® 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") i 11 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. O I E 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q i NEW 1.575 560 WI F.J. I 3 I 1 I 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I ® I6" U.G. o o O V I O V O V V V ' INSULATION ABOVE w/ HD. FR. (OR ECZ) BAFFLE OR CONFORM TO AGI 506. I X O O O GREAT ROOM ? O I RETAINER TO PREVENT INSULATION FROM ENTERING m _ I m m I I DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 j O - cV - cV _ cV 627 S.F. x I 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Iu - r - r (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I dJ TEMPERATURES WITHIN 10° F OF CONCRETE. ? 2 GAR GARAGE O - - J - - 1- Z THERMAL ENVELOPE OF BUILDING). O I ® dJ ® Ij j w 5. INSTALL A5 PER MANU. SPEC.s IL I ui AUNDR 3 I #s; 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS. 462 S.F. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. j in 2! GL: I I Z REMOVE AS REQ'D. / N I2 BEAM POCKET (TYP) / = 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE / I I 11 I w TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. / I uz! i j j 13 a� PORCHES / PATIOS: / I I. SEE NOTED DETAILS 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55" F OR HIGHER / I 1 O 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. / 1 I j v FROM BUILDING / NEW 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. / UP I II /' '� Lu FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 / IY / 10 / / 3 11.575" LVL DROPPED HEADER BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM G4a4/G4g4M, TYPES G AND E). I � _ 8 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL AREAS EXCEED ONE SQUARE INCH. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 15 EXTENDED FRAMING TO ROOF: RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: PROVIDE FRAMING EXTENDING FR'.OM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 PSI. r n HEADER (BELOW) TO R.R (ABOVE). tL IL BEDROOM 2 � 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. °�'>�:. 159 S.F. LAU R E L AVE N U E O v O U ATTIC O 0 NEW 2"xl0" R.R. O m m 0 LI-iATG4Ji m O m O �{ ® I6" O.G. O in ►n `� GL. u� .9 = �p LOT 4 FOYER POWDER ATHRO 2 222 S.F. W W b4 S.F d SOIL BEARING CAPACITY NOTE: ROOM X Z Z STRUCTURAL DE51ON OF FOOTINGS ASSUMES A SOIL 1815 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. ;.'a OS SOUTHOLD, N.Y. 11971 : .: E' Lu Ei 77 ' `' DRAWING ';kZEE` y.� ad4 t< ';:�`°: °a'• A'<••4 .as 3:.�.-:.:�.0" )• ',�ai TITLE: NEW 11.575" 560 WI F.J. PROPOSED STRUCTURAL PLAN DEN v J 222 x O IO (2) 11.875" FLUSH LVL HEADER N m -..- - -- - - -- - - - - 3 -} COVERED NEW NEW UP 7A 7A > PORCH 7A 7A NEW 2"xl0" R.R. MN to 28o S.F. ® I6" O.G. ry - dj z (2) 11.575" LVL DRP. HDR. WRAP W/ ix AZEK ■ (2) II.575" LVL DRP. HDR. WRAP W/ Ix AZEK (2) I 1.575" LVL DRP. HDR. WRAP W/ Ix AZEK 13 PAGE: X � ® L0® I- ■ r. in c c DATE: 01/19/24 16 OF 19 a; sir i�i�Ofi�OS I7 FIRST FLOOR STRUCTURAL. PLAN 50ALE: 1/4 TIAL HEIOHT EXISTING TO BE DEMOLISHED WOOD FRRAME (L.G STL. EXISTING TO REMAIN -`I WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w STL. WHEN APPLICABLE) J i m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. P05T FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. It c" O WHEN APPLICABLE) O C Lo 4 T- Z _ F057 4 COLUMN DESIGNATIONS: :) O � CO STRUCTURAL PLAN NOTE5 O o m 4 POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED SINGLE SPAN STRUCTURAL MEMBER: SUCH FOLLOWS. NOTE THAT THESE DEVCSNATIONS DO NOT IMPLY NO O 4 SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES Q STANDARD r r;?;�•:°:,, %t," :,. , '• 'A-q:->'a Q O �- O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAMS. - - - STACKED POST/COLUMN: „> _ t O2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH AI (I) 2"x4" POST BI (I) 2"xb" POST POST OR COLUMN ON FLOOR BI=LOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---g (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. ®-- (5) 2"x4" POST B3 (5) 2"xb" POST OHOLDOWN (I57 TO 2ND FLOORL HOLDOWN 'A' AS PER PAGE 5-003 A4 (4) 2"x4" POST 91--441 (4) 2"xb" POST 4B HOLDOWN (FOUNDATION TO I5T FLOOR): HOLDOWN 'B' A5 PER PAGE 6-003 A5 (5) 2"x4" POST B5 (5) 2"xb" POST s NEW REINFORCED P. GONG. SLAB I v 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.N. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. 5CH 40 5-1/2" O.D. SGH 40 ' 3. 4" (MIN) &RAVEL BASE p--�C 5TL. COL. (ASTM �❑p 5TL. COL (ASTM AI23) BY SIMS AI23) BY SIMS PAD FOOTING STEEL (OR EQ) STEEL (OR EO.) I + 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMACA5T COLUMN (5,000 L55). POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7P STRUCTURAL SQUARE PERMACA5T COLUMN w/MIN. I , 95,000 LBS LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ■ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPEGIFIGATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN COLUMN F00' 1 NP (PAD SONOTUBE �B � 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION UPON 24"x24"x12" DEEP P. CON:.. FOOTING AS PER SHALL BE DE-WAT THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR.. CON CONTACT ARCHITECT WHEN WATER I I I ( DETAIL 6/A-401. ENCOUNTERED. 24'x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 8/A-401 b a/A-401 (TYP.) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O REO.'D TO ACCOMMODATE 6ARA&E DOOR CLOSURE d 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED OTYPICAL P. GONG. FOOTING 4 WALL CON5TRUCTION: CARBON STEEL ASTMA615 &RAVE 60. MM FOR SLABS DO NOT l0 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STA66ERED. P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® CRAWLSPACE, d DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN '1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I " EXPANSION B.O. FOOTINO S ER OF SLAB (WHEN CONCRETE ELOPE&RA M 8 ALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT - - - - - - - - -� � - - - - - - - - - - -L1- - - - APPLICABLE) • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 5TOOP5 (WHENAPPLICABLE) - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE Iell \` FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) '...:., .°::;.f ." s';':., .:;:,•a-.::-`',a.r,.,.;i':;..:. ,.,. ;:r:::: ,..�;:. . :,;,:.. ::.. <. ° . ih:.. � I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I ^ " ~' "° E: OII NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I. MIN. 350 # CAPACITY HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. I I - - - - - - - - - - - - - - 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30")5.DBL. FRAMING WHEN NEW OPIENIN6, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4Q 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/ KO. FF.. (OR EQ.) BAFFLE OR CONFORM TO AGI 306. I I WALK-IN BEDROOM 4 RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R4022.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / CLOSET WALK-IN (OMIT WHEN ATTIC AGGE55 VOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I 45 S.F. CLOSETTHERMAL 205 S.F. 5. INSTALL AS PER MAN SPEG OF DING). TEMPERATURES WITHIN 10° F OF CONCRETE. I I O 455 O O b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N:D cV� ry� REMOVE AS REQ'D. BEDROOM 3 00 � 12 BEAM POCKET (TYP.) z 24"1 S.F. w I I I I '- 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE : = Z I I I I z BATHROOM 4 w TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 7o S.F. 13 0 PORCHES / PATIOS: 1. SEE NOTED DETAILS 'i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER �JD 2. ALL HORZ. SURFACES SHALL. BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I I v FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. v v ® I I ( I FLA5HIN6 FROM 12' ABOVE .AND ADJACENT TO SLAB, O BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM C494/C494M, TYPES G AND E). BATHROOM 3 d TO MAIN FOUND. 13b S.F. zw ,. „s,, x I 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 5ECTIONAL AREAS EXCEED ONE SQUARE INCH. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING y 1I. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I n \ O15 EXTENDED FRAMING TO ROOF RAFTERS: n I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR HEADER (BELOW) TO R.R (ABOVE). REACHED A COMPRESSIVE STRENGTH OF 800 PSI. - -� - 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. - - - - - - - - - I LA U R E L AV E N U E O O II 3 LOT 4' re LINEN O _ ATTIC/STORAGE FA-1 SOIL BEARING CAPACITY NOTE: FAMILY ROOM UNFINISHED, STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL I z ® 465 S.F. LAUNDRY ® UNCONDITIONED SPACE I \ I I I 1815 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. �/�" ^1`I Ie ROOM LTA 66 S.F. I I SOUTHOLD, N.Y. 11971 II II I DRAWING TITLE: PROPOSED STRUCTURAL PLAN II II (3) T_5' LVL FLUSH HEADER- - - - - - - - - - - - J- - - - - - - - - - - - - - - - - r - - r- - - -1 PAGE: AVft II NEw UP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a ® DATE: 01/19/24 17 OF 19 \ \ �% 'y�0 PROPOSED SEOOND FLOOR STRUOTURAL PLAN (p _ � SCALE: 1/4�� - I -O�� 1 OENEFR L SYM50L <E"%r : _ EXISTING TO BE DEMOLISHED k4OOD FRAME (L.G 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPL I GABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J (B WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS Q M CV WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C POST FOR b" WALLS), U.O.N. � NEW 2-HR FIRE RATED CT r WOOD FRAME (L.G. 5TL. r 'C a WHEN APPLICABLE-) . r z 4 r POST 8 COLUMN DESIGNATIONS: c O U CV STRUCTURAL PLAN NOTES POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O $ O m � SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESI&NATIONS DO NOT IMPLY O SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED _ _ _ _ _ _ _ _ _ _ _ _ N Oco O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD _ _ _ _ _ _ - O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. i - - - - - - - - - Q r �' ABOVE INDICATED POSTS/BEAM5. OSTACKED POST/COLUMN: ® AI (1) 2"x4" POST 0 BI (I) 2"xb" P05T LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---H (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL:5 TO LAND DIRECTLY I I NEW 2"xl0" R.R. UPON F.J. OR BEAM (WHEN APPLI,fABLE) BELOW. A3 (5) 2"x4" POST B3 (5) 2"xb" POST II � HOLD OWN (IST TO 2ND FLOOR)- HOLDOWN 'A' AS PER PACE 0-003 A4 (4) 2"x4" P05T B4 (4) 2"xb" P05T 4B HOLDOWN (FOUNDATION TO I5T FLOOR): I I 10:12 10:12 HOLDOWN 'B' AS PER PAGE 0-003 (5) 2"x4" P05T B5 " ■ NEW REINFORCED P. GONG. SLABA5 � �) 2 xb° P05T 5B I. NEW 4" THK. P. GONG. SLAB ri/6"xb"-I0/10 W.W.M. UPON O 2. 6 MIL POLY VAPOR BARRIEF: UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 3. 4" (MIN) &RAVEL BASE p--a STL. COL. (ASTM �� 5TL. COL (ASTM A123) BY SIMS A123) BY SIM5 I W ■ I I Q I PAD FOOTING STEEL OR EQ. STEEL OR EQ 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER NEW 2"xl0" R.R. I DETAIL 2/A-401. ® I6" O.G. STRUCTURAL PERMAGAST COLUMN (5,000 LBS): 7P STRUCTURAL SQUARE PERMAGA°�T COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTE-5: x` I I I PLACEMENT LSHOAD ALLBENSUIRE NO CONCENTRIC LOADING OF CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I � O COLUMN, AS PER MANUFACTURER SPECIFICATIONS. FOUNDATIONS ANGLE OF 45 PROJECTED OUTWARD AND I I I i ■P, GONG. SONOTUBE 2 DOWNWARD FROM THE THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I ♦V/,1 ?B PERMAGAST COLUMN 12 I`l. (PAD FTC.) PERMAGAST COLUMN UPON 12"0 IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I I I W UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR w DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER - �I ENCOUNTERED. 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING i� C AS PER DETAILS 5/A-401 d 9/A-•401 (TYP) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. TOP ALL FOUNDATION K SHALL BE O OF TO ACCOMMODATE CAR G D THE CLOSURE B L MAY BE STEPPED DONN AS 4 25 DAYS AND SHALL O 1-51 POURED CONCRETE AT CONFORM TO E CI CURRENT A 515 CODE. REQ.D t I \ DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED OTYPICAL P. GONG. FOOTING ,¢ WALL CONSTRUCTION: CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LA55 DO NOT O O 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD E NEED TO BE EPDXY COATED. x SILL SEAL; ANCHOR BOLTS" F.T.PER PAG SILL E TE 6-003 LONER SHELF, b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS tY X ® I I \ • P. GONG. FOUND. WALL AS PEFZ DETAILS a/A-401 ® SHALL BE STAGGERED. 7 BASEMENT, DETAIL 8/A-401 ® GRAWL5PACE, 6 DETAIL , PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I I \ I/A-401 ® 51LAB-ON-51RADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING 5'-0" BELOW 651ADE MIN. 8. CEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WEIGHT 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE - - - - - - - - j- -Li - - - -- - - - - - - - - - - - - - - - -� 1 - - - - - - - - - - - - - - - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - STOOPS WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I - - - - - - - - - - - - - - - - - - - - - _ - - - - - II NEW ATTIC ACCESS - PULL GOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I I NEW 2"xl0" R.R. I NEW 2"xl0" R.R. I i 5. DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. C ® I6" O.G. 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-41 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/ ND. FR. (OR EQ.) BAFFLE OR CONFORM TO AGI 506. RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I 10:12 x 10:12 THERMAL ENVELOPE OF BUILMIT NHEN ATTIC ACCESS D OES DING)NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I = `j I I 5. INSTALL A5 PER MANU. SPEC.'S TEMPERATURES WITHIN 10 F OF CONCRETE. 06 N 2 RFLAT OOF 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. J 12 BEAM POCKET (TYP.) REMOVE AS REQ'D. b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. I v w 13 ® PORCHES / PATIOS: p p I. SEE NOTED DETAILS 'f. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR H16HER I X 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I ® N I I I v FROM BUILDING 3. FOR SLABS ABUTTING FRAMIN5, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURIN6. I z O N FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE f 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I (2) 2" X 14" RIDGE BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER (A5TM 04a4/0494M, TYPES G AND E). I I NEW 2"xl0" R.R. (2) 21, X 161, RIDGE ` - - - - ____ NEN 2"xl0" R.R. I I W k TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL I ® 16" O.G. ® Ib" O.G. Q 14 PROVIDE 4" SHELF FOR GONG. 51-AB AND/OR F.J. BEARING AREAS EXCEED ONE 5QUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED EXTENDED FRAMING TO ROOF RAFTERS: I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I I I PROJECT: 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR _ v p REACHED A COMPFRE551VE STRENGTH OF 500 PSI. 0 0 I 10:12 HEADER (BELOH) TO R.R (ABOVE). I N=lz ( I LA 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I ( 3 a ( I I I EL AVENUE t _ L® ' 4 - - - - - - - - Z - - - - - -I ROOF o0 II - - - - - - - - - - - - - - _ SOIL BEARING CAPACITY NOTE: I I a STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL I I I O NEW 2"xl0" R.R. BEARING CAPACITY OF 1.0 TON/5.F. I I x I I I I 1815 LAUREL AVENUE l ( ( I I SOUTHOLD, N.Y. 11971 II x NEW 2"xlO" R.R. I I cV I ® 16" O.G. ( N I I I DRAWING TITLE: d 10:12 I I NEW 2"xlO° R.R. a 1� ® 1b" O.G. PROPOSED STRUCTURAL PLAN I I � I I r o o � I - - - - - - - - - ® - - - - - - - - - - - - - - - - - - - - II PAGE: NEW 2 xl0 R.R. IY ry 1 1 FLAT I I = !P (0)-T 0 0 ROOF I tu \ \ Ii I � X I DATE: 01/19/24 18 OF 19 \ n \ \ I I NEW 2"xlO" R.R. O.G. IO:Ic 2 _ /Y L- - - - - - - - - - - - J � , r: I PROPOSED ROOF FRAMINO PLAN 50ALE: 114" = I'-O" 4" FRESH AIR VENT /1\THROUGH ROOF I I I _ Q 3"I 0 I w I w ► J � IL I Cr) O 1 ¢ Lo N C p 1 O O (D Q .0 ct of O I O c r— z 4 �. O iI►I e- ., 1 CDco COO Lo LAUNDRY ROOM BATHROOM BATHROOM Q -----------------Z-------- OQ ------------------- al p 2 i 2 1 2"1 2"I 1 2 i 2" Q I j j I �� I PROVIDE "ABE5G0 FF200 FR 211 1VA 1 2 1 EXPANDING FOAM" (OR EQUAL) I I AT ALL PENETRATIONS IN FIRE w I I I I RATED WALL5 AND ► I ► FLOORS/CEILINGS. PRODUCT I- " 2" I I- " I- " 15HOWER I 1- ►SHOWER ► CONFORMS TO ASTM E 814, WASHER I ► ► ASTM E &4, AND UL 14-74 2 I 2" 11 LAUNDRY 2 CL. BATHROOM BATHROOM ———— —— ———————— ----- — — —r---- - -r-------T- --T-- r I I KITCHEN I WET BAR I I PWDR. ROOM ALL PLUMBING WORK UJ r------r--- � I I I I I I I I I SHALL CONFORM TO 4—j I I I I I I I 1 j I I j LOCAL PLUMBING CODE ■ p 111 2 1 2 I I 1 ,11 2"1 1 12" 12" I 2"I 2 1 I I 2 1 1 1 1 2 1 1 GLEAN OUT ~ 1 1 1 12" 1 2" 1 1 1 2 1 1 3 1 1 AS REG2'D I I I I I ILI 1 I 1 1 1 1 PROVIDE F.A.I. ■V♦ 211 1 14 14 I �SHOWER 1- ISHOWER I- " 14" 14 WASHER I TUB G.O. 5" 1 1 rJ 2 G.O. tL G.O. 4" O 4" HOUSE MAIN DRAIN C.O. U 411 TO SEPTIC w SYSTEM N Q to NOTE: ALL PLUMBING 4 p FUEL GAS WORK O SHALL CONFORM FLUME3 I NC RISER - Di�A I N / I�NASTE / VENT � FL LOCAL p PLUMBING GORE B X FUEL &A5 5CALE: NT5 Ln w PIPING PENETRATIONS: 1. PROVIDE "A5E500 FP200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E &14, ASTM E 54, AND UL 14-711 KITCHEN LIVING ROOM ci GAS FIREPLACE LL IK Z_ w VERIFY 51ZE RANGE w/MANU. p U k Q W a 0 NOTE: PROJECT: BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK w SHALL CONFORM TO N m LAUREL AV E N U E LOCAL PLUMBING CODE (7�� PROPOSED BURIED 1,0000 L®� Qr PROPANE TANK 3 FURN. / pI LEGEND AIR HAND. O I I I I Q I I� I I� I Q I �___---i HOT WATER I SUPPLY I , ;4 ° ► K I ix 4°OIz4 1 :K Q° Q!� 1 1:X 1815 LAUREL AVENUE N dJ =1 Iv $I .0 x1 �0 i1 Iv 3: '� X1 1%3 �0 GOLD WATER m - 1 i� - I !� - I ►U SHOWER m - I IN - i UO _ I • z1 i- f—.._.._..—{ SUPPLY CAS RISER - SUFFL1' SOUTHOLD, N.Y. 11971 SHOWER (V 1 IQ cV 1 Q wasHER — � L ----� ----L=-------------------J=---- '----------------- - -- ----j PROVIDE ABESGO FP200 FR SCALE: NITS.._..L.._.._..1-_.._.._..1.._.._.._.._.._.._.._.._.._.._..I_.._..1.._.._._.. .._.._.._.._.._.._.._.._.._.._.--._-_..�.._.._.. J EXPANDING FOAM" (OR EOJAL) DRAWING TITLE: AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM BATHROOM KITCHEN WET BAR PWDR. ROOM RATED W/G F EIL NG5 PRODUCT PLUMBING RISER DIAGRAMS CONFORMS To ASTM E 84, AND ULr14'Iq 14' GAS RISER DIAGRAM LL O LO INTERIOR SHUT-OFF f Q I I^ I I 1 �� Q ! ! !� FOR HOSE BIB a c�i 1 i I i qa qa qa l i Q i 1 i 1 1 I i PAGE: 31 1 K U P I I K X I ►V �� I� � I 3: I� 3 I 1 V U K I I X �1 I U �1 U 11 Va-ton NEW FREEZE PROOF H05E BIB dJ 2 2 2 2 0 2 2 2v 0(0), NNNj - - I` - - _ ' I' - ► I` w/VACUUM BREAK FASTENEDcV1 1� N I N I N cV SHOWER cV SHOWER "1 .N Q I I N tV l Q h 1 cV l w/PIPE FASTENERS (PRECISE WASHER - - �I TUB QI '� �I '� D.W. - - a I I I I IF a LOCATION T.B.D. IN FIELD - I-:--------_--L ---1 ---1=-------L=-----------y=----------1 ---- --=-----------i_--1 - ------' -- J CONSULT W/OWNER) .._.._.._.._..t_.._..I.._.._..J.._.._.. .._.._.._.._.._t._.._.._.._.._.._.._.._I._.._.._.._.._.._..Z.._.._..-.._.1_.._.._.._.._.._.._..L.._..5._.._.._.._..-1._..� _._.-.._I.._.._.._. 1 i_ .. I ► i DATE: 01/19/24 19 OF 19 I 1 ._.._..------ —..—.._i TO STREET V i WATER MAIN Q Lu w z SCALE: NTS VACANT LAND OPEN SPACE PARCEL SPLIT RAIL FENCE BETWEEN LOT AND OPEN PARCEL; I Q EL.=2q.54' FENCE TO BE MAINTAINED BY SOUTHOLD TOWN �'��EN ��' ^ 1 Ul ', N I% N13°07'BO"Jn( I43.60' uj N14°35'10"W 31.6-1 cu VE Lo o _ / C - - - - - - - - - - - - 50% AREA OF LOT TO REMAIN AS <"� o�n.� '' ., 9� _ . . . PER COVENANT � RESTRICTIONS - � � L O DATED STH OF MARCH 2O23 f P -QQ I •Q PROJECT LOCATION &SCOPE ° N z .. rp cz V - - - - - - - - - - - - - - - - ` . - - . . . . . . . . ` ` - - ` ` ` ` ` ` ` P"" e oN°PVC SITE PLAN & ZONING DATA x 0 i ,i b 9L m \ R-80 - � . O GENERAL NOTES p d c iPRo1� \ PROPOSED ` P ENERGY TABLE POOLl I.G. POOL - - - - ,' • STRUCTURAL DESIGN CHARTS ( NOT PART OF THIS . . _ CD --I w FILING ) _ - "'°"°" HOLDOWN ANCHOR BOLT A . . . _ . 4� 0-00�.00 STRAPPING, & NAILING DETAILS Q O FASTENING SCHEDULE m o LU FRAMING GRAPHICS U tL - - - - - - - - �'' �e BEAM CONNECTION PATTERNS • 60' REAR YARD SETBACK �` n 1 tK _ FIREBLOCKING DETAILS VJ M 0- 4- W g • � PROPOSED FOUNDATION PLAN PER NYS CODE; PROP. z A - + p - - - - - - - - SELF-LATCH I NO 4 - - - - - .I w �,� f , o�N Re40 v c O PROP. SELF-OL051NO GATE ��g� - 9p � _ BURIED ` PROPANE - �QQ,�-�-IQ� M�� A- I O2 ,Q PROPOSED FIRST FLOOR PLAN Q - � Ju-I •VJ p ` SCALE: NTS n 1 65.1' Q ` tY 3 A- 105.01 PROPOSED SECOND FLOOR PLAN 0 PROPOSED 2-STORY WD. i - ; FRAME DWELL INO W/ BASEMENT ` ` FROFOSED S I NOLE FAM 1 L`1' RES I DENGE . GARAGE ON SLAB - - PRo�1 (4 BEDROOMS) _ _ y FROFOSEID I� OWTS A- O�-.O PROPOSED ATTIC PLAN F.F. EL.=21.-1' WINDOW & DOOR CHARTS m 1 OARAOE SLAB EL.=26.6' �R0�E C T �A TA : A- 105 .00 PROPOSED ROOF PLAN Z 1 , --------- ----- ( )() a ` � _ 30.2 SOUTHOLD TOWN GODS 280-207 A I - ` - --___ _-__-- ` ` ` ` ` LOT SIZE / AREA IN 5054.0 ALLOWABLE TOTAL <) I i� 35,054.0 S.F. EXCESS, OF 50,000 S.F. GFA GFA w (d) LOTS CONTAINING UP TO 5,100 S.F. F -2O I ,Q PROPOSED EXTERIOR ELEVATIONS z z 40,000) S.F. MAX. zw N I W ALLOWABLE.5.F: / PLUS �- z -7.5% OF EXCESS LOT AREA 4,550.0 S.F. 37Q.1 S.F. 4,72�1.1 S.F. 4,723 S.F. Q a OVER 50,000- w m I I 50' ERONT YARD SETBACK - - - - - 0 0 x - - - -2 02 ,O PROPOSED EXTERIOR ELEVATIONS z o - ���� PROP. LOT GO\✓ERAGE 0 PROP. -' D'W' SOUTHOLD TOWN GODS 280-14 (B) m U) i SPACE ` ` ` ` ` 0 v PROPOSED FOR go LOT z 0 DESGRIIPTION (FOOTPRINT) AREA z w ASPHALT E P _ . . . . _ . w COVERAGE A-5 O 1 .O BUILDING SECTIONS 2 a DRIVEWAY _ y y y y p TOTAL LOT AREA 55,054.0 S.F. V) a 04 PROP. PROP. (V PROPOSED DWELLING 3,287.0 S.F. q.4% z N 0 PROPOSED SEPTIC SYSTEM AS w 0 L.P. L.P. ° g I p PER SGDHS REFERENCE NO. ` ` ` PROPOSED INGROUND POOL 800.0 S.F. 2.3% a I I v R-23-1556 DATED ---; SEE A-5OZ .O I BUILDING SECTIONS 0 E v) ` . - SGDHS APPROVED PLANS FOR Z PROPOSED FRONT COVERED 0 Z a K I tuI g PORCH 257.2 S.F. 0.7% 0 - - - - .. .I I S - - - - - - - SYSTEM COMPONENTS AND - - - - - REQUIREMENTS PROPOSED REAR COVERED Q- ` ` PORCH 235.0 S.F. 0.7gb N N TOTAL AREA OF ALL STRUCTURES 4511.2 S.F. 15.1% A-40 1 .01 �' H N N on .i �i . . . . . . . . . . . . DESIGN DETAILS I I Y\Cj . _ _ _ y MAXIMUM LOT COVERAGE ALLOWED: 20% ',4, o o I I 513°07'30"' I �i - - 146.16' S14°35'10"E �2q.11' PROJECT: EL.=24.38' ZONING (REGULATIONS MAIN BUILDING boa �t5 EL.=25.85' I I -�-02 •Q I DESIGN DETAILS p' b & SOUTHOLD TOWN CODE 280-14 $ TOWN BOARD REGUALTI ONS LAUREL AV E 1 V U E PROPOSED COMPLIES LOT `'E' MIN. FRONT YARD 50.0' 60.5' YEs -�O�J.®Q DESIGN DETAILS EXISTINO WATER MAIN MIN. SIDE YARD 20.0' 50.2' YEs 1815 LAUREL AVENUE L A U R E L A V E N U E � MIN. COMBINED 20.0' a5.3' YES SOUTHOLD, N.Y. 11971 51DE YARDS � 5- I Q I •Q I PROPOSED STRUCTURAL PLANS DRAWING TITLE: MIN. REAR YARD 60.0' 68.6' YES MAXIMUM HEIGHT 55.0' L55.3' YES rj- I O2 ,O I PROPOSED STRUCTURAL PLANS PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA PROJECT / ZONING DATA 5- 105,Q I PROPOSED STRUCTURAL PLANS FO'�� SITE PLAN TAX MAP # I000-56-0I-01.2 PROPOSED STRUCTURAL PLANS AVENUE I I I `� SCALE: 1" = 15'-0" ZONING DISTRICT R-50 NON-CONFORMING PAGE: LOT AREA 0.5 ACRES �j- Q�j .00 PROPOSED STRUCTURAL PLANS ARING RESTRICTIONS A5 PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION HAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING SUFFOL,K COUNTY HD APPROVAL R-23-1836 4 BEDROOM - G-00J. 01 GLE LIF Q I QQ DWV/ WATER SUPPLY RISER RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT, THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED - GAS RISER YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NYS BEYOND THE AFOREMENTIONED PERM15515LE LIMIT, THE AREAS MUST PROPOSED PROPOSED I. THE TIMING AND METHODOLOGY FOR CLEARING RUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A HABITABLE GROSS SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE SPACE AREA DATE: 12/23/25 1 OF 22 EA5TERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE FIRST FLOOR AREA 2,80o S.F. 3,286 S.F. CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOl^yN PLANNING 3. NO CLEARING OR GRADING IS PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING IS DISCOVERED, INCLUDING INTERIOR DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE IS RE-VEGETATED THE WOODLAND BOX TURTLE, AKA THE EASTERN FBOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT SECOND FLOOR AREA 1,431 S.F. 1,457 S.F. DRAINAGE SYSTEM INSTALLATION NOTES: LISTED BY THE NEW YORK STATE DEC AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDCOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWE:LL5 4 CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING IS AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE 15 PROVIDED IN THE AMOUNT IT WOULD AREA TOTALS 4,237.0 S.F. 4,725.0 S.F. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC ��SD Apo COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTIHER '� ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. Gj ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED SITE LAYOUT NOTES: DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS �'G., PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 � I.I. ANY CLEARING AT THE SITE SCHEDULED FROIS I APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL LOT CLEARING - 50%' MAX. AS PER SOUTHOLD TOWN SUBJECT TO VERIFICATION BY A LICENSED PROPERTY LINES SURVEYOR. THE INFORMATION A MINIMUM 20' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 AND ¢ NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE BOARD PLANNING APPROVAL WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. REPRESENTED ON THIS SITE PLAN IS TO THE BURIED PROPANE FUEL TANKS. THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND - ARCHITECT'S BEST OF KNOWLEDGE. CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL _ t^ 1 s 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON 51TE AND INSPECTED BY LOT SIZE 55,054.0 S.F. A PROVIDE CORRESPONDENCE FROM THE NEW YORIK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: 9>` DEPARTMENT OF ENVIRONMENTAL CONSERVATION! (NYSDEG) COVENANTS AND THE SUBDIVISION MAP. SURVEY DATED NOVEMBER 6, 2025 AND 503o OF LOT REQUIRED TO REMAIN 17,527.0 S.F. PREPARED BY: PROPOSED ROOF COVERAGE = 3,g08 S.F. OF NEB REGIONAL OFFICE WITH A DETERMINATION ABOUT' WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,214 S.F. CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNG ASSOCIATES TOTAL IMPERVIOUS COVERAGE = 6,610 S.F. THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE AREA OF PROPOSED CLEARING 17,404.0 S.F. 400 OSTRANDER AVENUE 6,610 S.F. x 2" RAINFALL EVENT = L101.7 G.F. STORAGE REQ.'D RIVERHEAD, N.Y. 111101 (1) 5'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 17650.0 S.F. (5) 5V x 10' DEEP D.W. PROPOSED = 1,266.E G.F. STORAGE PROVIDED I 0ENEAL 5)000 �vl5OL <E)000' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu W NEW FOUNDATION WALL W NEW WOOD FRAME (L.G. J Ct3 STL. WHEN APPLICABLE) 4 q N M Q 4- CV NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL � 0 POST FOR 4" WALLS WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL O r- POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE: RATED +-' >; C9 WOOD FRAME (L.O. 5TL. 32" X 12" O O N z 0 WHEN APPLICABLE) ►n$ AWNING WINDOW E1 - Locu c X CV FOUNDATION FLAN NOTES O O ' A-302 A-302 (v O cc AS PER COVENANTS 4 RESTRICTIONS DATED 51H OF MARCH 2O25: I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC, OAS,TELEPHONE, GABLE AND WATER, MUST P ' BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT THOSE WITH SPILL, OVERFILL AND U CORROSION PROTECTION REQUIREMENTS IN PLACE (,rim OPROVIDE (2) NEW FURNACES: I I. UNITS BY 'RHEEM OR APPROVED EQUAL . 2.PROVIDE 4-TON UNIT FOR I5T FLOOR "ZONE 1" d "ZONE O N 2";UNIT LOCATED IN BASEMENT _ t T 5.PROVIDE 5-TON UNIT FOR 2N5) FLOOR;UNIT LOCATED IN SEE SITE PLAN FOR ATTIC PROPANE TANK LOCATION W - - - - - - - - - - - - 4.VENT THROUGH ALL - - - - - - - - - - - - - - 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. W NEW MECH. AREA: - M O I. INSTALL ALL INDICATED EOUIPMENT AS PER MANU. SPEG.'s \ ' 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL \ dj p UNITS AS PER NY5 MG 506.1 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES E 1] REQUIRED PER NY5 MG 504. \ r 4.IF APPLICABLE, DISCONNECT, REROUTE, 6 RECONNECT \ ® ® v EQUIPMENT TO EXIST. PIPING AS REQ.'D. TYPICAL MECHANICAL AREA NOTES: I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 6 \ Q • "DUROGK" (OR EQUAL) 2. FOR WD. FR. WALLS - FROVIME (1) LAYER OF 5/5 � TYPE "X" GYP. $D. UL U505 (OMIT ON GONG. WALLS) N 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. Q SPEC.Ss AND AS PER NY6 MECH. AND FUEL 6A5 CODE 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE BURIED PROPANE LINE 5. COMB. AIR VOLUME AS PER MANU. SPECA, - PROVIDE 002 FRESH AIR INTAKE FROM EXTERIOR 5\" X 12" 17 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL AWNING WIND. - EMER6ENGY SHUT OFF SWITCH 7. FOR 6A5 SERVICE, PRO',/IDE 6A5 SHUT OFF 5WITGH n - - _ _ _ 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER { - - - -�- - - - 0 - CLEARANCES AS PER GODS 9. PROVIDE 5" FLOOR DRAIN IF REQ'D BY EQUIPMENT S CONNECT TO 5ANITARY SYSTEM A5 PER NY5 PLUMBING CODE m 10.APPLIANCES JOINED THROUGH A COMMON NATURAL I t- DRAFT VENTING 5YSTEMI SHALL COMPLY WITH ALL I Z TIONS OF 2 NY5 RG G2427. OCONCRETE APRON I O a I. PROVIDE CONCRETE APRON SLAB TO TRANSITION ilul SMOOTHLY FROM SLAB EL. TO GRADE J 2. APRON SLOPE SHALL BE NO STEEPER THAN I z 12 w 5. OR055 SLOPE MEASURED PERPENDICULAR TO "=I' PITCH 0 TRAVEL OF APRON SHALL BE NO STEEPER THAN h48 Z Q (2% SLOPE) w 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE I S cc FREEZE PROOF HOSE BIB: O4 FASTENED W MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) a O O E C R•RAGE SLAB Z u- LEGTRIGAL PANEL:5 NEW 200 AMP ELECTRICAL PANEL LOCATION; 3 ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. BASEMENT m a BURIED PROPANE TANK:_ UNCONDITIONED; o O I. PROVIDE NEW 1,000 6AL.LON BURIED PROPANE TANK UNFINISHED SPACE Z w 5.INSTALL MIN. 10' O'"2.INSTALL AS PEP, 4U. O FROM DWELLIN6, SANITARY E STORM a WATER STRUCTURES, d BURIED UTILITY LINES;?EFER TO a. a. SITE PLAN FOR INSTALLATION LOCATION. 9'-O" WALL I6 HCHT. -405 H M N O WATER HEATER w N v NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. a✓ -� � a PROPANE WATER HEATER (OR APPROVED EQUAL). F a I. VENT THROUGH WALL. I_ - - - - - - - - - v Z d 2.F.A.I. THROUGH WALL. - - - - - O - = 0 _ - - - - 0 - - - _p- - - - - - O - - - - - 5.INSTALL PER MANU. SPEC.'S 4":I' PITCH - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - " ei DOOR NOTE: N N O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 0 CC,)- ON PLANS BY 'JELD-WEN' (OR EQUAL). Lu 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT Q ON PLANS BY 'THERMATP:U', 'ANDERSEN' (OR EQUAL). \ s p 5.NOTE DOES NOT INDICATE EACH NEW DOOR 1 PROPOSED;SEE DESIGNATIONS b DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR p PROJECT: WALLS, U.O.N. VENT - 52" X 12" 5. INSTALL PER MANU Ss F.A.I. 003 AWNING WINDOW 6.PROVIDE ((2) 2"xl0" HDR., U.O.N.UO. '1. SEE PAGE 6-005 FOR ALL OTHER FRAMING LA U R E L AV E N U E ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: LOT CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). Oq I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDEe5EN 8 INSTALL AS PER MANU. 5PEG.'S. BURIED ELECTRIC LINE 2 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS d WINDOW SCHEDULE. ' <. 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS • ' " ' 815 LAUREL AVENUE AND DOORS" ON PACE 6-002. AO0 SOUTHOLD, N.Y. 11971 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDO1045 TO BE TILT WASH 6.IN GENERAL,TEMP. 6L. 514ALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF DRAWING TITLE: 5WIN61N6, SLIDING, 4 BIFOLD DOORS A-302 A-502 1 PORCH ABOVE 6.2. WITHIN IS" OF F.F. WATER SERVICE LINE - - 6.5. WITHIN 24 OF A DOOR PROPOSED FOUNDATION PLAN 6.4. WITHIN 5TAIRWAY:5 $ WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES -NEW UP 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND FUR OUT ., p �• s ; WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM STAIRWELL WALL TO AL16N (2) 2"xIO" HEADER U.O.N. FLUSH w/ 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS FOUNDATION LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN '72" `LL �( PAGE: ABOVE GRADE OR THE ADJACENT SURFACE AT THE ct T-Y BUILDING EXTERIOR. (I ) R ® A . 8. 5" Q q EGRESS NOTE: (I ) T ® IN. lo" $_ IN COMPLIANCE WITH NEW YORK STATE BUILDING QA-10loOl CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF E3 w N E&RE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR DATE: 12 23 25 NET CLEAR WIIMTH................. 20" MIINIMUM 5 OF 22 y SEPTIC CONNECTION W � FROF05Er�) FOUNDATION PLAN O � N SCALE: 1/4" = I'-O" �j 374 15 pQ� SEE FA5E A- O4 FOR N I NDOJ� DOOR 5C,,HEDULE OFN I '� I I �/ I OE I FERAL S��5OJ= E I : EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT 56'-0" 20'-0 " 4'-0" CL WOOD FRAME (L.G. STL. Q EXISTINO TO REMAIN WHEN APPLICABLE) 10'-0" O _ W NEW FOUNDATION WALL �- NEW WOOD FRAME (L.G. L R k Lu Ct3 STL. WHEN APPLICABLE) Cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL • 1 • Lo WOOD FRAME (L.G. STL. POST FOR 4" WALLS 18'-I O O m WHEN APPLICAB (MIN. (2) "x " STRUCTURALLE) •-+� 0P05T FOR 6" WALLS), U.O.N. >:NEW 2-HR FIRE RATED C9 WOOD FRAME (L.G. 5TL. NATURAL LIGHT 0 c N Z O WHEN APPLICABLE) VENTILATION b d •� Lo AREA FLOOR 2'15 S.F. - - - - - - (� r- O X O N S.F. REO. S.F. PRO\/. I-I , O O O a--+ 1 FLOOR PLAN NOTES LIGHT 22.0 S.F. 110.0 S.F. A-302 A-302 I. � O m •� C9 REO'D l02 BED OOM I C 0 0 ca DOOR NOTE: A/C CONDENSERS: Q 0- 6 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT I I I. PROVIDE (1) NEW 4-TON A/G CONDENSER BY "RHEEM" Q D I I.O S.F. ?7.8 S.F. 2�5 S�F. m ON PLANS BY JELD-WEN (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 SLOPING SLOPING 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/G CONDENSER BY "RHEEM" CEILING- L - - - GElLING- ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR - - - - �- - - 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. NATURAL LIGHT PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) W/WEIGHT RATING VENTILATION WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF FLOOR 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. AREA (Ole) S.F. D N A. 6.PROVIDE (2) 2"AO HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10 MIN. FROM ANY 6A5 w cv 'i. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS = S.F. REO. S.F. PROV. 0 II" 4'-3" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. r L16HT REO'D 4q.4 S.F. 84.6 S.F. 4 STAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: = U • - 1/Ef�T �N 3 113 114 1 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 12 I. UNITS E "RHEEM" OR APPROVED EQUAL 4.i _ / Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE 1" 4 "ZONE REOD , • n 2. GREATEST R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT m V M/GO ) VJ NOT EXCEED THE SMALLEST BY MORE THAN J". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN ® ! > +J W 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". ATTIC S �` - - - - - - - - - - - - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL ❑ 4.1. BETWEEN CLEAR HE164iT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL 112" 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. �5� 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. \ 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 13 " " ALUM. DOWNSPOUT (TYP.) WHITE d� WALK-IN NEW 4x3 _ r , ONE 51ME OF EACH FLIGHT OF STAIRS CONTAINING FOUR O �� G 05ET v \ 3'-4" _ - v OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED m _ WALKING SURFACES LOCATED MORE THAN 30" ABOVE 14NEW LAUNDRY CLOSET/ROOM: Wz PATIO ® r ATHROOM I FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLAN5. 1. NEW WA5H / DRY HOOK UP D > GRADE b 122 S.F. - '7. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM , is 4 i ALLOW PA55AGE OF A 4" 0 SPHERE;56" HIGH W/51ZE OF EQUIP. O Li- !- 0 (COVERED) Y :D HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW 3.PROVIDE HOOK UPS AS REO'5 PER MANU. N IL - `N 7" W 8. GRSPPABLE RAIL AS PER CODE. ? V o DRYER EXHAUST NOTE: Q q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR a" 2 'k ' D 2 DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4'-V II'- " lo'-'V:2" II'-4y2" 6'-l0" fn OPEN ® WOOD TREADS, RISERS 4 T'OPRAIL; METAL 3.DUCT SIZE AS PER MANU. A A E LVE N F N F _ m SOFFIT VENT in 4.DUCT SHALL BE EQUIPPED W/A BACKDRAFT DAMPER • SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN A ABOVE ABO CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO • • CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2B WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 21'-0" EXCEED 8 FEET AND SHALL BE LISTED AND LABELED SMOKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 2155A. DW I �f / A O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL W/SMOOTH INTERIOR SURFACES WITH JOINTS - - -�vI - m SMOKE / CARBON MONOXIDE: COMBINATION DETECTOR - - - 5LOPING HARD WIRED TO EACH OTHEFZ W/BATTERY BACKUP. DUCTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST _ CEILING 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SGREWSHALL NOT BE CONNECTED WITH SHEET-METAL - 12 8 - \ N SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 'i MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER \ tV BUTLER'S O 6 ��� `� p . � � ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE \ PANTRY 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 LyJ 8i S.F. „ PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q M 0° \ -ry 5-O : 5-O w-2 8 Elu 4 HORIZONTAL SEPARATION ROM5MOr,E /CO DETECTORS TO 15UPPLY/RETURN DUCTS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - \ O I Q NOT INCLUDE THE TRANSITION DUCT. T 4 OPENINGS TO BATHROOMS W/ SHOWER OR TUB. ENNCE0 in 5. INSTALL ALL AS PER MANU. 5PEG.'s \ ANTRY�;BUILTT� Lccc� I I w a 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR \ 5LOPINC _ Z THERMOSTAT: WITH CABINETS GREAT ROO GEILIN6 13' O" GLG. TRf\Y - Q = g IN COMPLIANCE WITH LOCAL CODE 15 ►, PROVIDE THERMOSTAT FOR (2) ZONES: - \ 4' 1" '� cND FLOOR ' 0 62"1 S.F. �G✓IT. I I ABOVEI� r 16 ' w NINDOW NOTE: - ZONE I: FIRST FLOOR O I GASEMENT,. ALL NEV4 IDOUBLEaHUNG, OF: GLID N6 DOORS SHALL E(A5INOTED). 2. H.O. TO SELECT ERSEN - ZONE 2: OMODEL;INSTALL AS PER \ 3'-8" I L MIGROJ I O O INSTALL AS PER MANU. SPEG.'5. MANUF. SPECS d ! _ = Z 0 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 0 A AUNDR rl :t I I I I o SEE DE516NA7IONS 4 W 2 GAR GRAGE WINDOW SCHEDULE. / 462 A m GL. N 3.FOR SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWS NEW 6A5 FIREPLACE INSERT. CONNECT AS PER / 12 S.F. 3_2,- KITCHEN I 00 0 AND DOORS" ON PAGE 16 6-002. MANUFACTURER'S SPECIFICATIONS AND NY5 STATE A4.ALL CASEMENT O V 1 WINDOWS TO E TILT 14ASH OIA15 TO HAVE 5TRAIOHT ARM HINGE. VENT NGIGAL CODE;PROVIDE ALL NECESSARY 4 / - 262 S.F. 5. ALL DOUBLE HUNG I I SLOPING Z w 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: GEILIN6 O_ Q 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF m 14 N =N I - - m N 0 SWINGING, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: 6.2. WITHIN 16" OF F.F. IT INSTALL NEW ELEC. METER AS PER NYS MEGH. CODE, 4 J III m N 6.5. WITHIN 24" OF A DOOR UTILITY CO. STAND 15 ARDS w Z = U I I / \ _j 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING / lob I � � w p 6.5. WITHIN TUB/SHOWER ENCLOSURES I 5'-II" 10'-O" 5'-10" 24'-3" 2 Q_ O 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 'T. SEE PACE 6-003 FOR FRAMING ELEMEN75 AROUND IRRIGATION, LANDSCAPING AND FERTILIZER I- NET BAR I' 6 -O"- I'-6" V Z WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS A5 PER COVENANTS 4 RESTRICTIONS - - - - - - _ - - - - - - HVAG RTR 4'40>" - - (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: Elul e,{ 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER '� 105 NY5 R312.2 FOR OPERABLE WINDOWS WITH BILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT Lo LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'12" OVER-WATERING N N ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR BENCH -_' in BEDROOM 2 W - M BUILDING EXTERIOR. PESTICIDES IS PROHIBITED 6" j- :t 155 g•F, H N N EGRE55 NOTE: 3. THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE - - - Q REQUIRED IN LANDSCAPING =. - in TTIG 0 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING J -6 f4ATGH _ 4.THE USE OF FERTILIZER PRODUCTS CONTAINING (�))) CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF • I10 p 5 PROJECT: EGRE55 SHALL BE FOLLOWED: 06 PHOSPHORUS OR POTASSIUM 15 PROHIBITED GL 3 BETWEEN NOVEMBER I AND APRIL I 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NATURAL LIGHT 0 NET CLEAR OFENINe........... 5."1 S.F. POWDER : FOYER O • NITR06EN IS NO MORE THAN 20% OF THE TOTAL i in = 222 S.F. = ! BATHROOM 2 NET CLEAR HEIGHT............... 20 MINIMUM m VENTILATION LA U R E L AV E N U E NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS 17 ! � ROOM 6 i T - SM/GO HT NET CLEAR WIDTH................. 20 MINIMUM � FLOOR - 64 5.F 6.A MAXIMUM OF I POUND OF NITR06EN PER 1000 5OUARE _ 3 - 15q S.F. 2q S.F. ``'�� FEET IN ANY ONE APPLICATION, WITH A CUMULATIV AREA q _ cV O TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 S.F. REO. S.F. PROV • 0 LOT 4 5 I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED 6'-311 O 5M/CO ' ' I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN -1, THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 3_q LIGHT 4 IOq III `fl ALL BATHROOMS IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A REC2'D 12.'1 S.F. 611.2 5.F. I'-II" 10'I 2'-5" 5'-q° lol K-3-3" 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST SHOW5 THAT THE LAWN DOES NOT HAVE • VENT • TUB SURROUNDS ENOUGH PHOSPHORUS REa'D 6.4 S.F. 65.0 5.F• 1815 LAUREL R E L AV E N U E 2. SHOWER FLOORS 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS N cV - N.Y. 2.1. NEW TILE FINISH SET TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP S" 108 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT � � 'EN r ' A B B A A B B ATOKA SO U TH O L D, N.Y 119 71 2.5. WAOOR WR OF MEMBRANE 4ANE TO COVER P HOI^ERKALLS 2 PRAIN) UPON D2 S.F. A-302 2B 5'-O _302 ABOVE ABOVE 14-�2 ABOVE ABOVE 8_3y2 3_3" NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMP5: _W UP NEW COVERED V r E ,�� DRAWING TITLE: (�b VENTILATION 15 NOT MET BY MEANS OF NATURAL CIO% OF THE PERMANENTLY INSTALLED NEW LIGHTING =N I' - = 2 DN PORGH CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �_ �ry u 2ao S.F. PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NY5 EGG R404.1 ' ' ll!! Z10 OPEN 405.5.2.5; INSTALL AS PER MAW. 5PE05 O tt` � ABOVE - NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: V 4 ® - - - - - - - - - - - - - - - - - - - - - O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THANG ®4~ R-3 FOR THE FOLLOWIN CONDITIONS PER 2020 NY5 EGG 4 a a Y NEW FLOOR: R403.4 4 R403.5: _ I'-6" 14'-q�2" 14'-gy2" I4'_`�2" PAGE: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW; I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING V - 5GREW PERIMETER OF 5HEATHIN6 6 O.G. 4 12 O.G. ® FLUIDS>l05°F OR SYSTEM F INO C4) Q INTERIOR. IA-102m0l 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER D 3. PIPING SERVING MORE THAN N DWELLING UNIT `/ I V to • - NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE O O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTIONu Li 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON MANIFOLD 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON a BURIED PIPING DATE: 12 23 25 6. PIPING LOCATED UNDER A FLOOR SLAB BT AT BT AT BT AT 6 OF 22 4.NEW " PLYWOOD 5U5FLO0R BENEATH (GLUE 4 5CREN; 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE 5GREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" 00. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. INTERIOR. to ATTIC ACCESS - PULL-DOWN 51AIR/ACCE55 HATCH:I. MIN. 550 # CAPACITY SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: 2.SIZE TO FIT MEGH. EQUIP. THR:U OPENING (MIN. 22"x30"9 FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STG) FOP, (��®A/� 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4- AIR-BORNE N015E OF NOT LESS 50 AS MEASURED IN �� +C INSULATION ABOVE W/PC. FR. (OR EO) BAFFLE OR ACCORDANCE WITH ASTM E q0. 8O �.�� RETAINER TO PREVENT INSULATION FROM ENTERING �® � C`0 DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 Cr C,r "s3i OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE Zz I`z.i: FRCF05F_ID F I R57 FLOOR FLAN �. << THERMAL ENVELOPE OF BUILDING). 1 5. INSTALL AS PER MANU. SPEC.s 2 800 S.F. HA517A5LE SFAGE• 3 28G S.F. OROSS AREA SCALE: I/4" = I'-O" �OF NEB SEE FAOE A- 104 FOR K NI�)O N EDOOR Sr_,,HEE�)ULE I I - OENERAL a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. WHEN APPLICABLE) 10-0 10-0' Lu EXISTING TO REMAIN L K K J cu NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) co NEW I-I-IR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O_ El POST FOR 4" WALLS WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � (.0POST FOR b" WALLS), U.O.N. 'L Q. NEW 2-HR FIRE RATED WOOD 'FRAME (L.6. 5TL. 0 N z O d •cu , �. WHEN APPLICABLE) I-I I-I > O N A-302 A-302 0 O m (� - O FLOOR PLAN NOTES � SLOPING SLOPING � N 0 C6 � DOOR NOTE: A/C CONDENSERS: GEILIN6 OPEN TO GEILIN6 Q � a � 0 OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" BELOW ON PLANS BY 'JELD-WEN' (OFZ EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 5-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIONATION5 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL &ROUND 4 PROVIDE &ROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF l 5. INSTALL AS PER MANU 5PEC,'s CONDENSER.6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS f 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST B' FROM WINDOW5/DOOR5 ELEMENTS AROUND DOORS (T(P. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" R1 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT NOT EXCEED THE SMALLEST BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN - - 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6-8 . ATTIC 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THOUH WALL NATURAL LIGHT 4 NATURAL LIGHT 4 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. VENTILATION VENTILATION 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 13 NEW 4"x5" ALUM. DOWNSPOUT (TYP) WHITE FLOG 247 S.F. AREA 205 S.F. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOURAREA OR MORE RISERS, AND WHERE SHOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED S,F. REC�. S.F. PROV. S.F. REC�. S.F. PROV. NEW LAUNDRY GLOS WALKIN6 SURFACES LOCATED MORE THAN 50" ABOVE M: ~ I. NEW WASH / DRY HOOKOK UP UP D L16HT 14.8 S.F. 2-1.8 S.F. I � L16HT 16.4 S.F. 36.3 S.F. � ' ^ FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s cii i REO D �J^`) '1. 42 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO HIOHw/SIZE OF EQUIP. O VENT ~ VENT w HALLOH ANDRAIL 45AOEOF A SPINDLE SP" 0N6 NOT T ALLOW 3.PROVIDE HOOK UPS AS REO'S PER MANU. N RE01 4.q S.F. 13.2 S.F. ILREQID 8.2 S.F. 34.5 S.F. PASSAGE OF A 4" (P SPHERE. 8. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: II'-lo" 48 5 cl. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR 28'-by2" 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 13 IOy2 OPENIN65 ABOVE ABOVE ABOVE 3.DUCT 51ZE AS PER MANU. - - - - ® WOOD TREADS, RISERS 4 TOPRAIL; METAL 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER SPINDLES P - V�,Q_ P t, W G w S. TRANSITIONDUGTSSHALLNOTBEGONGEALED WITHIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lip CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO _ - - - - - - - - - - - - - - - - - - - - - - - - - CNNECT THE DRYER TO THE EXHAUST CT 2B WOOD TREADS, RISERS 8 TOPRAIL 4 SPINDLES SHALL BE LIMITED To 51 OLE LENGTH5 NOT TO t I m /STEM I EXCEED 8 FEET AND SHALL BE LISTED AND LABELED O SMOKE DETECTOR / GO DE:TEGTOR NOTES: IN ACCORDANCE WITH UL 2158A. 3 I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RI61D 5-7 4-O , 15-O - - _ _ _ _ _ _ _ _ _ _SMOKE / CARBON MONOXIDE COMBINATION DETECTOR METAL w/ SMOOTH INTERIOR SURFACES W 4 WITH JOINTS I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST N HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL z \ / ® l 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SCREWS cV J I- - L Z SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 1- WALK-IN ' 2oa • \ ^� 1 I a ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE r IL CLOSET ) `� 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 p�p 43 S.F. 1 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 9o° d5 i VAULTED A K IN dJ w ,TO4 HORIZONTAL SEPARATION FROMTO SMOKE /CO DETEC 5UPPLY/RETURN DUCTS NOT IINCLU E THE NTAIN VMIN. ETRAN51TION DUCT NOTH OF THE AUST DUCT DOES �` I DAS��E�R =N - C'3�S.F.T BEDROOM 4 •N F Z 4 OPENINGS TO BATHROOMS w/ SHOWER OR TUB, I ) 205 S.F. w Q 5. INSTALL ALL AS PER MANU. SPEC.'S 1 ESEDR.00M 3�.� - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR / 241 S.F. cV 6 1 I Z IN COMPLIANCE WITH LOCAL. CODE 15 THERMOSTAT:PROVIDE THERMOSTAT FOR (2) ZONES: `{ O„ BATHROOM N 1 aIL WINDOW NOTE: - ZONE I: FIRST FLOOR = `{ 6_ 203 - ZONE 2: SECOND FLOOR �� - 70 S.F. I I I p p O I. ALL NEW WINDOWS DOORS SHALL BE ANDERSEN 2. H.O. TO SELECT MODEL; INSTALL AS PER i 11-V �i 7 I = �TR J w CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). p- :t ) II 208 l O MANUF. SPE05 l INSTALL A5 PER MANU. SPEC:.S. " 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 5 3 � � SEE DE516NATION5 4 WINDOW SCHEDULE. to 204 O 2o'i • I m p 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS O NEW GAS FIREPLACE INSERT. CONNECT AS PER - c� AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NY5 STATE �D 4'-2" 3 I"I'-2° SM//00 I 0 p CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL GORE PROVIDE ALL NECESSARY - a = Z w 4.ALL - - SL •PING I 7 � (77 F- 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. A m G \ \\\\J - • v ~ - O 6.IN 6ENERAL, TEMP. &L. SHALL BE PROVIDED: �� m Ba it 3 / 5M/GO - - - � �' - - - - - - - - - - a 6.1. FOR ALL SKYLIGHTS, 4 OPERABLE PANELS OF I� S.F. i p 5WIN61N&, 5LIDIN6, 4 BIFOLD DOORS O ELECTRICAL METER: K z :p O D 0 c\ } I-i / 0.- Z U 6.2. WITHIN 18 OF F.F. INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 4 202 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS G / N tu m SM/GO jpv, \ / \ a 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES •cV 4'-4 / 2'_-f�/2 ---4'-4" _ _ _ - - - - - - - - - - - - - - - - p 6.6. SEE AL50 6ENERAL NOTES ON PAGE 6-002 (V U ? 1. SEE PA6E 6-005 FOR FRAMING ELEMENTS AROUND IRRIGATION LANDSCAPING AND FERTILIZER ' n� VAG 205 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS $ RESTRICTIONS �t ® ` (((•1�� � 2'-l0' (2) 2"xlo" HEADER U.O.N. DATED ✓TH MARCH 2O25: ® ATTIC/STORAGE 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRI6ATION CONTROL SYSTEMS TO PREVENT _ d UNFINISHED, - UNCONDITIONED RF. N N LESS THAN 24 ABOVE F.F.,THAT ARE MORE THAN-12 OVER-WATERING �� J I II'-3" 4'-2" FAMILY ROOM SPACE 5L. LU N N ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR _ �^ ��-r L BUILDING EXTERIOR. PESTICIDES 15 PROH151TED J 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE 465 S.F. �T�I 1 p G EGRESS NOTE: REQUIRED IN LANDSCAPING 8 •ry IN COMPLIANCE WITH NEW YOR:K STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING � � � ROOMY � l GODS, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHO51-HORUS OR POTA551UM IS PROHIBITED PROJECT: EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL 1 dJ bb S.F. Z 1 VENT DRYER ROOF 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-50LUBLE THROUGH ROOF SLOPE NET CLEAR OPENINO........... 5.'i S.F. _ NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN I5 NO MORE THAN 20% OF THE TOTAL I I - I I LA U R E L AV E N U E NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS NET CLEAR WIDTH................. 20 MINIMUM 14 = 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 saUARE l3 Lu D_ LOT 4 FEET IN ANY ONE APPLICATION, WITH A GUMULATIV VAG p / TYPICAL BATHROOM NOTE!_ pz F-3'-3"ter O I. WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER I p00 TRN �0 N / I.I. INSTALL MOISTURE RE:515TANT GYPSUM BOARD IN SQUARE FEET PER YEAR IS PERMITTED 15 'i. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 12'-5" 6'-4y2" 8'-O" ALL BATHROOMS 15 PROHIBITED UNLE55 E5TABLISHIN6 A NEW LAWN OR A - - _ _ _ _ _ _ _ _ - - - - - - - - - - - - -� 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SOIL TEST 5HOWS THAT THE LAWN DOES NOT HAVE - - - - TUB SURROUNDS ENOUGH PHOSPHORUS - - - - - - - - - - - - - - - - - 1815 LAUREL AV E N U E 2. SHOWER FLOORS 8.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS 5LOPIN6 5LOPING 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP GEILIN6 GEILIN6 F E F E F E SOUTHOLD N.Y. 11971 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT 7 ABOVE ABOVE ROVE � TOWARDS DRAIN) UPON - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 22-6" �J � A-302 NEW DN A-30 FLOOR, WRAP DRAIN 4 ATLEA5T IV' UP WALLS _ -- - -- ---- -- DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I = PROPOSED SECOND FLOOR PLAN Ob VENTILATION 15 NOT MET BY MEANS OF NATURAL 410% OF THE PERMANENTLY INSTALLED NEW LI&HTIN6 2 N TURAL LIGHT 4 CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, 1 1 0 z VENTILATION OUTDOOR SPACES AS PER NY MEGH. CODE SECTION AS PER 2020 NYS EGG R404.1 OPEN 405.5.2.5; INSTALL AS PER MANU. SPECS FLOG \ \ BEL©Wl Q ® AREA 465 S.F. NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: `` ® ~ S.F. REO. S.F. PROV. O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING GT .p GT O P UMBIN6 6ENERAI- NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN \ 4.'_0: ��- LIGHT 4 4 SEE ALS L \ � r 37.2 S.F. 4. S.F. R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG _ RE0 D NEW FLOOR: R403.4 4 R403.5: \ \ $ O VENT Fielh SF- INTERIOR. 54.5 S.F. PAGE: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); REQ D SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Q FLUIDS >l05°F OR <55°F (R403.4) - - ru� N 103 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING " AND LARGER IN NOMINAL DIAMETER m 11�)L[ m ' A 0m0l. 5. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT _NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE mfill O 'I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER To A DISTRIBUTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD 3.NEW " DUROGK GEMENTB0�4RD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB BT CT BT GT BT CT DATE: 1.2/23/25 7 OF 22 1. BURIED PIPING y ABOVE ABOVE ABOVE 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS , SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" D.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. w INTERIOR. I I )> IRO ATTIC AGGE55 - PULL-DOWN 5TAIR/AGGE55 HATCH: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO I6'-5" 13'-'1' 30'-3" 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 x30) PROVIDE A SOUND TRANSMISSION CLA55 (5TC) FOR 3.DBL. FRAMING WHEN NEW 5 O'PENIN6 AIR-BORNE NOISE OF NOT LESS 0 AS MEASURED IN 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 60'-3" INSULATION ABOVE w/ HP. FR. (OR EO) BAFFLE OR ACCORDANCE WITH ASTM E 90. ��� Apo, RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, A5 PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE {? THERMAL ENVELOPE BUILDING). 5. INSTALL AS PER MANU.U. SPEC.s FRCF05E1 ) SEGOI `SE) FLOOR FLAN SCALE: I/4 = 1'-0" t€'� `., ` W 1,45-1 5.F. HAE31 TAE3LE SPAOE; 1,45-7 S.F. O ROSS Aid SEE FADE A- 104 FOR I I 0EI FERAL c��1'�"IDOL DOOR SGHEDULE I NEW PARTIAL HEIGHT DOOR MATERIAL EXISTII�IG TO BE DEMOLISHED WOOD FRAME (L.G. STL. --- - FIRE Q TAG DESCRIPTION MANUFACTURER J N WHEN APPLICABLE) Q Q 0) RATING NOTES O �-- -- � Ll 45 MIN. RATED EXISTING TO REMAIN WIDTH HEIGHT t- Q W Lu NEW WOOD FRAME (L.G. �-�--� NEW FOUNDATION WALL I y SELF-CLOSING j J cc STL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FIRST FLOOR ._ CV � El �� � �� � �� CURVED TOP W/ � C O WOOD FRAME (L.G. STL. POST FOR 4 WALLS 101 SWING THERM, 7-8 Q-O • WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL SIDELIGHTS 1 p � POST FOR 6" WALLS), U.O.N. � - 0 _ 102 SLIDERS LANDERSEN 10'-O" I ;�� WOOD FRAMHR E(LR.G. 5D. --,JJJ ,0 O N z 0 r- 103 SLIDERS ANDERSEN 10-O • WHEN APPLICABLE) -- ���I p. �co d' OARAOE U 104 OVERHEAD _ TBD 16'-O" ��E-.- - - O 0 0 4 PROVIDE (2) NEW FURNACES: 105 DOUBLE SWING JELD-WEN 5'-O" 8'-O" - '� O m cu� � I�� O �2 I. UNITS BY "RHEEM" OR APPROVED EQUAL ( , 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE 1" 4 "ZONE 106 SWING JELD-WEN 2'-8" 8'-O" �I • j Q a 0- 2";UNIT LOCATED IN BASEMENT �- 5.PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN iol ATTIC 3' 4.VENT THROUGH WALL S. F.A.I. THROUH WALL --- -- - - I n 1 � l W 108 DOUBLE POCKET JELD-WEN 4'-8" 8'-O" ! • i I I I 6.INSTALL AS PER MANU. SPECS. � �- - IOa SWING JELD-WEN 2'-6" 8'-O" • � -7 110 DOUBLE SWING JELD-WEN 4'-0" 8'-O" • III SWING JELD-WEN 2'-4" 8'-O" • L-A --IF 112 SWING =JELD-NEN 2'-6" 8'-O" • (D r - - - - 113 SWING JELD-WEN 2'-4" IF -O" •-- _ ��� '��8' 114 SWING E-WEN 2'-b" 8'-O" - • F� -- "� SECOND FLOOR U -201 SWING JELD-WEN �_ �_ �� (--_ - --- � 2 6�� 8 0 �F 202 SWING JELD-WEN 2'-4" 8'-O" l _• L��JJ ! ^ 205 SWING JELD-WEN 2'-4" 8'-O" �1 L 7� -_ -_ - - A _7 - - - - - - - - - - _ - - - - 2047L SWING JELD-WEN IF2'-4" 8'-0" LF-01= � \ \ 205 SWING 7JELD-WEN JE • \ pO O LINE OF VAULTED pOp O \ 2 8 8 O ��� fY DORMER 4 fY N \ CEILING (BELOW) \ 206 RESERVED INSULATE INTERIOR ATTIC - - - WALL w/R-14 5PRAY - - - - - - - - - - - - - - - - - 207 5WIN5 JELD-WEN 8'-O" I��I FOAM (2" ® R=7/INGH) 4 R-II BATT INSULATION ROOF ROOF ROOF - SLOPE SLOPE SLOPE_ 208 POCKET JELD-WEN '-4" 2 xb FRAMED - INSULATE INTERIOR WALLS TO R.R. 2 ATTIC WALL W R-14 (SEE SECTION) SPRAY FOAM (2" ® 201 DOUBLE SWING JELD-WEN 4'-0" R=VINCH) 4 R-II Z - - - - - - BATT INSULATION 7BASEMENT 0 \ \ 001 THERMATRU 21.4511 al-011I • I�� W ATTIC \ \ O \ \ \ O UNFINISHED, 002 JELD-WEN � Q UNCONDITIONED SPACE 0 \ qN N IL SROOF LOPE 005 - JELD III � - - - - � - - - -- - - - - _ - - - - - - -- - - - W0 0 _ ALL NEW WINDOWS SHALL BE ANDERSEN 400 5ERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. 0 O SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER Z U- FINALOpp EXRIOIREOF NSIONS NDOOS TO BE LIG�T GIND,OWS TO BE PROVIDED BY WINDOW MANUFACTURER = N / N / RA J \ WINDOW CHART o a 0 \ I EGRESS � / ATTIC/STORAGE I ROUGH OPENING WINDOW PIMEN51ON CLEAR LIGHT VENT o 2'xb FRAMED OPENING PROV. PROV. a. L/ - - - - - - - WALLS TO R.R. BELOW I \ Ea TAG TYPE MODEL # TEMP. 2 m - - -- - - - _ - - - (SEE SECTION) UNFINISHED, --- ------ m cV DT REQ'D: 20" PER PER � m UNCONDITIONED RF WIDTH HEIGHT WIDTH HEIGHT HEIGHT REV: p.-7 UNIT UNIT z m c� SPACE SL. - L� -�%. --- - ---- OPEN REQ D. 5.'1 5.F. J 00 A CASEMENT GXWI6 5'-O 6'-0 i" 2'-il 5'-II �" 14 14.7 14.0 ROOF U Z d SLOPE I INSULATE INTERIOR �rGH, ATTIC WALL W R-14 AT �=r_A SEMENT GXWI6 3'-O 6'-O 2'-II 5'-II " 14 14.7 14.0 ROOF ROOF I SPAY FOAM (2" ® - - ------- - � '� SLOPE SLOPE R=7/INCH) 4 R-11 B TRANSOM AR51 3'-O " I'-5 " 2'-II " I'-5" 2.7 ROOF Lo BATT INSULATION i - - - _ _ _ - - - - SLOPE BT TRANSOM AR51 5'-O I'-5 - . 2'-II L E I'-5" [� 2.7 ui � M INSULATE INTERIOR ATTIC / LINE OF VAULTED Q � N FOAM (2'W® R=7%SPY NGHA 4 /� DORMER ABOVE o O 0 / G GA5EMENT GXWIS 5'-0 5'-O 2'-I I 4'-I i 11.5 12.1 I I.5 0 0 o -- -- - - ---- R-II BAIT INSULATION / / - - \ n a a GT CASEMENT GXWI5 �'-O 5'-O 2'-II 9" 4'-11 i" 11.5 11.5 PROJECT: D CASEMENT GXWI55 5'-0 5'-54- 2'-II 5'-4 1.6 15.1 12.6 E CASEMENT �E7�CWiS L2'-4 g" 5'-0 i" 2'-4 i" 4'-I I 8.6 q.2 8.6 LAUREL AV E N U E 6 R -- -- --5 ----ABOVE -- - -1 j - F TRANSOM AR251 2'-4 1" I'-5 �" 2'-4 �" I'-5" 2.0 LOT 4 IS'-5y2" G 7L:45EMENT7 GXWI5 3'-O 3'-0 1 2'-11 2'-11 6.5 6.8IF 6.5 N HT CASEMENT GX 14 2'-8" 4'-0 " 2'-7 �" 4'-0" 7.7 [✓l 5.1 -r.7 1815 LAUREL AV E N U E ° J PICTURE P4045 4'-O 4'-5 J" 4'-0" 4'-4 J" 14.5 SOUTHOLD, N.Y. 11971 -- JT PICTURE P4045 4'-0 4'-5g" 4'-O" 4'-4 E" [� 14.5 DRAWING TITLE: II II - --- K TRANSOM AR51 F5'-0 " J I'-5 " 2'-II " I'-5° 2.-i PROPOSED ATTIC PLAN L PICTURE P5040 5'-0 " 4'-0 " 2'-11 9" 4'-0" a.4 WINDOW & DOOR CHARTS - - - - - - - - - - - - J M TRANSOM AR41 E4'-o I'-5 4'-0" I'-5" 3.8 L - - - - IN GWI4 2'-4 "�4 2'-4 7.2 6.8 ------ - - - ---- PAGE: P CASEMENT CWI55 2'-4 V-5 2'-4 g" 5'-4 5.1 6.0 5.7 a CASEMENT 7 GXWI55 3 O li 3'-5 " 2'-II 1" -I V-4 J" F_ �=-7.95 7.5 04m0 :1 FROPOSEL1 ATTIO PLANNam R SPECIALTY AFFW5006 SCALE: I/4" = I'-O° 7'-II �° ! I'-6 i" 7'-II �" '' I'-6 GusroMSEE DATE: 12/23/25 8 OF 22 5 UNEQUAL LEG BELOW ARCH T CUSTOM SEE ARCH BELOW CUSTOM - -- - -- --- ---- U UNEQUAL LEG B l �W ��(�ARC, ARCH V CASEMENT GWI6 2'-4 g" 6'-0 i" 2'-4 J" 5'-II 9" 10.5 11.2 10.5 W CASEMENT CXWI45 5'-O 4'-5 2'-II 4'-4 10.0 10.5 10.0 , 1 EI 01, Y - - •�`2'-43�8 -,�' O `V O i a Q Lu -- =--- _- J CO - -- — (y) _--- ---— --- --- — -- Q a-, N /lie 4-J \ o = p ---------------- -- ------ _--_---- — _ .� - __ _-_--- '--- -- - _ Z cu cu - - --- \ n 1 � I W 2 25 I E E E 2 O - \ I IA 4 I lfl LLLLl CRICKET ® \ PORCH ROOF ,~ O` m U(a) — - -- - - \ Qm - - - -- 0 : I , 5B i r B — 0000! Q 00 OOO cn r 2 2 N O V v v I m O O , i 101 r . f. 4 T AT AT O 1.. O. .. .. .. .... .:... . . ... . F.F.' F.F - - to B z F—AST ELEVATION (FRONT) a SCALE: 1/4" = P-O" z z W a N z c g a °- I IA p p - 2 2B tg O ELEVATION NOTESS z— -- - - - 'u. OTYPICAL ROOFING: _ _ - - - - - -------- 5 V) I. SEE NOTE AT BUILDING-; SECTION FOR MINIMJM --_-- _ _- - _--`---_,--_ _J_-- ---------- -----=-----= O U CONSTRUCTION STANDARDS ----------._--- -_. ___-- _ - - _- - - -- - 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL SELECTION -- - - ----------- ----------_---- - - - - - --- ---- - - -- O BEFORE INSTALLATION N 0 IA ASPHALT COMPOSITION SHINGLES; MEDIUM BROWN OTYPICAL SIDING: _ _ W O 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - - _---_--------- -- - _ Q [] CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLA?ION - -- - - - -- --- - - ® MAIBEG CEDAR SHAKE; MEDIUM BROWN N N 2B STUCCO; PAINTED WHITE _ -- -- - - - o C O %H O3 NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO PROJECT: ONEW DRYER VENT: -- — -- - - O SEE NOTE ® PLAN - LAUREL AV E N U E NEW BATHROOM EXHAUST FAN VENT: - — - - --- LOT 4 5A VENT THROUGH WALL AS SHOWN. SEE AL50 NOTE ® PLAN. - NEW BATHROOM EXHAUST FAN VENT: GT - 5B LOCATE VENT WITHIN ROOF SOFFIT. �. . ;O : - --- -. --- -.-- ---.--- - - - — - ,. . . -- -------- --- - -- - - _ _ -- --_ -- 1815 LAUREL AVENUE BEE ALSO NOTE ® PLAN. -- - NEW A/G CONDENSER ON GONG. PAD OR OTHER 97 O APPROVED GROUND SURFACE (SEE FLOOR ". :-' ----------- - ' - --_-__------ -__---- _ ---'—_ --- - PLAN NOTES) ...... _. - - DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: 2B 2 O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. - PROPOSED EXTERIOR ELEVATIONS SPEC.'S IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER NY5 MG 804. SEE ALSO NOTE ® FLOOR PLANS. . 5B � � �OIJ I JJ O OOIJ OOIJ OOIJ 00� OIO OOIJ 0001JOIJ ' NEW MECHANICAL UNIT FRESH AIR INTAKE: . O� OOIJ OOIJ OOIJ IJ IJ IJ OOIJ J � 2 OO INSTALL AS PER MANU. SPEC.'S 00 00 00 00 00000 ONEW 4" SEAMLESS GUTTERS 4 DOWNSPOUTS; ALUMINUM, WHITE OO�;I PAGE: 5"X5" P.T. POST INSIDE HBBG PERMAGAST (OR 10 EQUAL) CEDAR COLUMN CASINO. A-20mlmOl ALL EXTERIOR LIGHTING SHALL COMPLY WITH ' TOWN CODE REQUIREMENTS PURSUANT TO I SOUTHOLD TOWN CODE` CHAPTER 1'72 L LL" O OIGHT - 11 O. OUTDOOR, CURRENTLY OR AS MAY BE I DATE:— 12 3 25 2 AMENDED � _ � I � _— � / / 10 OF 22 6 o ` F W. 50ALE: 1/4" = 1'-0" I B ILDI GTION NOTES NEW ROOFING NOTE (TYP.): NEW EXTERIOR WALL GON57RU07ION (TYP.): IA I. INSTALL NEW ASPHALT ROOF: SHINGLES. O3 • HOUSE MEMBRANE (SEE 51DIN6 NOTE FOR 5PEC.'S) UPON 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD �- 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS SEAMS) UPON Q 5.INSTALL (1) LAYER OF I5# BUILDING FELT UNDERLAYMENT 2"x6" STUDS ® 16" O.G. w/DEL. TOP PLATE Q \ (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS MIN. R-14 SPRAY FOAM INSULATION (R=7/INCH) w/R-11 W / FOR PITCHES FROM 2:12 TO 4:12, OVER BATT INSULATION W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) • 5/5" GYPSUM BD. WALL FINISH J O 5. GAP SHINGLE OVER RIDGE d: HIPS (AS REO'D) C7 6.PROVIDE RIDGE VENT (AS REQ'D) NEW 51DIN& NOTE (TYP.): Q N 7. FLASH ALL VALLEYS I. INSTALL NEW VINYL 51DING AS PER ELEVATIONS UPON 5.INSTALL DRIP EDGE AS REO'D 4 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON lY Ll) 4. INSTALL ALL AS PER MANU. SPEC.'S 3.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. SPEC.'S O 1B NEW ROOFING NOTE (TYP.): 5. PROVIDE ALL NECESSARY TRIM FOR PROPER - 'O T 0 I. INSTALL NEW WHITE DUROLAST EPDM ROOF MEMBRANE INSTALLATION Z }: (D (OR EQUAL) (INSTALLATION, LAPPING OF SEAMS, AND 6.510IN6 SHALL EXTEND TO TOP OF FOUNDATION WALL i 5EALIN6 OF EPDM MEMBRANE AS PER MANU. SPEC.'S) O O N z UPON NEW STUCCO FINISH NOTE (TYP): 2.1" THK. CONTINUOUS RIGID INSULATION (R=5) UPON 4B I. INSTALL NEW 5-GOAT STUCCO FINISH w/ 6ALV. � a. ' Lr) 3.CONTINUOUS VAPOR BARRIER (W REINFORCEMENT MESH IN BASE GOAT UPONRAP VAPOR BARRIER � X = N AROUND PERIMETER OF ROOF INSULATION) UPON 2°HENRY BLUE5KIN VPI00 MEMBRANE (OR EQUAL) UPON O O +-+ 3.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY C4 4.J" THK. PLYWOOD ROOF DEGKIN5 (BLOCK ALL SEAMS) 4.INSTALL ALL AS PER MANU. SPEG.'s c 0 m , UPON O O O _ 5. ROOF STRUCTURE AS NOTED SEPARATELY 'PRU6� > 6.PROVIDE 4":I'-O" PITCH TOWARDS PARAPET SCUPPERS O I. FINISH FLOORING TO SELECT Q a 0 AND/OR 6UTTERS, AS PER ROOF PLAN. 2. 5/4" Tb 6 GDX PLYWD. 5UBFLOOR GLUED b SCREWED 'I. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 24" FROM INSIDE FACE OF STUD WALL 'X' BRACE ® MIDSPAN a.INSTALL DRIP EDGE AS REO'D 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 Q. NST LL A� AS '�E�MA S FOUNDATION, AND BETWEEN 6ARA6E $ 2ND FLOOR) TYPICAL ROOF $ CEILING CONSTRUCTION: 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS O2 • NEW ROOFING AS NOTED i— • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) D • R.R.,G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER t , -ram 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) "7� V • PROVIDE R-25 SPRAY FOAM INSULATION W/R-21 BATT INSULATION CJ • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES „ ` (�D " —J W U Q . - rilhFIROP05ED RIDGE HEI&HT om IA/ \ 12 1/4 / \-————————————————————— ——————————— \ / \ 12 RIDGE BM. (BEYOND) \ I2 1-7 GO-ORDINATE BIRDSMOUTH TO ENSURE R.R. NOTCHED LESS THAN 25% OF / \ PROVIDE HORIZONTAL \ RAFTER DEPTH (TYP) / ROOF/ATTIC \ 12 BLOGKIN6 BETWEEN STUDS \ / 1/4 SPACED NO MORE THAN 4'-0" 1 / BEHIND \ 12 VERTICALLY TO PROVIDE \, ADEQUATE BRAGIN6. 0 Z o ROOF/ATTIC / ATTIC, VALLEY // \\ BEHIND � Elul 4 HIP / \ SECTION) w / \ z a / \ _ ui ROOF/ATTIC BEHIND \ o O SECTION) r ROOF � VALLEY d HIP PROVIDE CURVED BLOCKING O O UPON R.R. AS REO.'D TO Z LINE OF � \ CREATE ROOF CURVATURE ROOF HIP J (AHEAD) m v P GO-ORDINATE BIRD5MOUTH IT 12 O O O TO ENSURE R.R. NOTCHED 12 GO-ORDINATE BIRDSMOUTH Z w 8 TO N R.R. NOTCHED NOTCHED 0 0 LE55 THAN 25` OF 4�— \ LESS RAFTER DEPTH (TOF YPJ Q RAFTER DEPTH (TYP) N n - STORAGE VINYL B.B. \ Z M N VINYL S.B. BEDROOM 4 v� c) UNFINISHED SPACE o TTI BELOW G,J. BELOW G.J. -- -- - - --- - - - - --, - --- - --- -- o Q CXX� FALSE -- RAFTERS w/ 10:12 SLOPE S REINFORCE F.J. W WEB STIFFENERS AT 5 __ LOCATIONS INDICATED N ON STRUCTURAL PLANS NLii M 4B 45 Q O i � N ALOe-I ° o PROJECT: LAURELAVENUE _ _ LOT 4 PROPOSED FIRST FINISHED FLOOR ELEV. +0.5, N% LIYIN& ROOM BEDROOM 2 KITCHEN FOYER BASELINE (AVERAGE &RAVE) -- - - - - -- -- --- -- — - ELEV. +0.0' --- --- - -- - — ---- 1815 LAUREL AVENUE 5 `z z CONNECTION 'E' AE, 5 I SOUTHOLD, N.Y. 11971 til PER PAGE 6-003/ DROPPED BEAM TO F.J. (SEE MANU.FOR I JO 5T REG2.S I I DRAWING TITLE: o I I BUILDING SECTIONS BASEMENT BASEMENT BASEMENT FINISHED FLOOR_—_—_ I PAGE: ELEV. -a."i' S�GTIO1� I - I/�-COI A-403 GTIO1� 2-2/�-COI SCALE: I/4" = I'-O" SE I A-30 ImOl 50ALE: 1/4" = P-0" DATE: 12/23/25 12 OF 22 �?,ED Ap ��-k 0 tib, I 7405 O OF t4 I i w�BUIL I GTION NOTES NEW ROOFING NOTE (TYP):_ NEW EXTERIOR WALL CONSTRUCTION (TYP): IA I. INSTALL NEW ASPHALT R001= SHINGLES. O3 • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO • 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ALL PLYWD 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEY5 SEAMS) UPON 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT . 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE Q (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS . MIN. R-14 SPRAY FOAM INSULATION (R='1/INCH) H/R-II 0 FOR PITCHES FROM 2:12 TO 4:12, OVER GATT INSULATION � W 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 0 5/8" GYPSUM BD. WALL FINISH W 5. GAP SHINGLE OVER RIDGE E HIPS (AS REOV) IA J (� 6.PROVIDE RIDGE VENT (A5 REOV) NEW SIDING NOTE (TYP.): CONNECTION 'BI' A5 -1. FLASH ALL VALLEYS I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS UPON PER PAGE 6-005 12 Q ' CV \ 8.INSTALL DRIP EDGE AS REOV 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON � / BIRD5MOUTH NOT ALLOWED ON RAISED G.J. TO R.R. O Q. INSTALL ALL AS PER MANU. 5PEG.'s 5.EXTERIOR WALL CONSTRUCTION A5 NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. SPEC.'S OVERHANC75 EXGEEDIN6 24" 10 O r- ONEW ROOFING NOTE (TYP):- 5. PROVIDE ALL NECESSARY TRIM FOR PROPER PER NYS R802.7.1.1; RAISED G.J. _ 0 IB I. INSTALL NEW WHITE DUROLA5T EPDM ROOF MEMBRANE INSTALLATION BEVEL GUT (2) VxIO" PLATES (OR EQUAL) (INSTALLATION, LAPPING OF SEAMS,AND 6.SIDING W SHALL EXTEND TO TOP OF FOUNDATION ALL TO SERVE AS A DBL. BEARING �+• }. SEALING OF EPDM MEMBRANE AS PER MANU. SPEC.'S) PLATE UPON ANGLED 2 xb �\ O C N Z O UPON NEW STUCCO FINISH NOTE (TYP.): STUDS, OR UTILIZE DBL. 2 xb f - - -- i a _ � i 2.I" THK. CONTINUOUS RIGID INSULATION (R=5) UPON 4B I. INSTALL NEW 5-GOAT STUCCO FINISH H/6ALV. TOP PLATE (INSTALLED FLAT \. �C6 5.CONTINUOUS VAPOR BARRIER (WRAP VAPOR BARRIER REINFORCEMENT MESH IN BASE GOAT UPON ON STANDARD STUDS) W 2 ! > V AROUND PERIMETER OF ROOF INSULATION) UPON 2.HENRY BLUESKIN VPI00 MEMBRANE (OR EQUAL) UPON SIMPSON VPA2 VARIABLE PITCH 4. " THK. PLYWOOD ROOF DECKING (BLOCK ALL CAMS) 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY CONNECTED ® EA. RAFTER J \ O 0 m UPON 4.INSTALL ALL AS PER MANU. SPEC.s - \ L 0 li a-+ • 5. ROOF STRUCTURE AS NOTED SEPARATELY ( N co U�Tt` a :,- : - - � C 0 6.PROVIDE 4 I'-0" PITCH TOWARDS PARAPET SCUPPERS O I. FINISH FLOORING TO SELECT FILL CAVITY OF HDR H/ INSULATION Q L G O rAND WATER SHIELD FROM FA501A LP TO 5. F.J. AS NOTED ON LA S SUEFLOOR U R PLANS - AT SPA OVER 8' IE W D FOR D INSTALL 2-6t '� TH OF 2" R'5 LF55 THAN FULL 1. INSTALL ICE W (TYP x6" EXTERIOR WALL5 5 24" FROM INSIDE FACE OF STUD WALL 'X' BRACE ® MDSPAN 5.INSTALL DRIP EDGE AS REOT:> - --- 0 4, MIN. R-30 BATT INSULATION (BETWEEN FIRST FLOOR ✓E -i� , 9. NST L AL A5 E MANU_5 E .'s FOUNDATION, AND BETWEEN 6ARAISE 4 2ND FLOOR) O 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS t1J TYPICAL ROOF 4 CEILING CONSTRUCTION: 1 2 • NEW ROOFING AS NOTED • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD s SEAMS) i • R.R., G.J., a G.T. AS NOTED ON PLANS (® 5PAN5 OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) 4- • PROVIDE R-28 SPRAY FOAM INSULATION W/R-21 BATT INSULATION C) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES CONNECTION 'E' AS • PER PACE C-005 r - - MASTER BEDROOM / ("5iTup TO FLOOR ASSEMBLY I CONNECTION 'DI AS I I - 5 PER PAGE 6-003 ♦ 1 V� SILL PLATE TO v FLOOR ASSEMBLY CL I I � I I , BASEMENT A-403 SECTION I -I/A-502 SCALE: 1/4" = I'-O" V) z O J w in Z Z w a N 12 Z a g a O a 0 z U. GO-ORDINATE BIRD5MOUTH a TO ENSURE R.R. NOTCHED LESS THAN 2 PROPOSED RIDGE HEIGHT---_--------------_ RAFTER DEPTH (TYP) IA \ p V + LEV. 26.2 m ~------ � �, 12 \ O Q IA ® 12 \, 10 N p \ a 10 \\\ IT 2 \\ CONNECTION TW AS Z V \_ \ PER PAGE 6-005 w N p GO-ORDINATE BIRD5MOUTH \ J TO ENSURE R.R. NOTCHED 2 \, \ R.R. TO TOP 2 Q 0 LESS THAN 25% OF CONNECTION 'BI' AS \\\ PLATE 4 STUD 0O F- Q RAFTER DEPTH (TYP) PER PAGE 6-005 \ R.R. TO TOP \ PLATE 6 STUD ri Fw- N N ROOF =N o 0 � s HIP ° PROJECT: ATTIC ATTIC SPACE SPACE LAUREL AV E N U E PROPOSED SECOND FINIS�+ED FLOOR BATHROOM 3 LOT 4 IB ELEV. +1I.ci -----� PROPOSED 5EGOND FINISHED FLOOR - -- - - --- - - - ��� - I ELEV. +I I.1' -- -- -----_ - - -- ---- -- 1815 LAUREL AVENUE CONNECTION 'GI' AS - - REINFORCE F.J. H/ I PER PAGE 6-003 _� SOUTHOLD, N.Y. 11971 STUD TO FLOOR _ - _ _ TO STUD ( - - WEB STIFFENERS AT GARAGE WALLS 2 A-401 DRAWING TITLE: BUILD SE CTIONS E T- SIONS 1 cv o � I 1 I o - I PROPOSED FIRST FINISHED FLOOR ELEV. +0.5' �� GARAGE PROPOSED FIR_5T FINISHED FLOOR PAGE: SLAB EL.=-0.2' (ABOVE BASELINE) DEN 3 ,�- ELEV. +0.5' BASELINE (AVERAGE GRADE) / 1 ® GARAGE DOOR ENTRY ELEV. +0.0' BASELINE (AVERAGE GRADE) P '0.0 - 5 CONNECTION 'E' AS Am ELEV. + A-302m0l PER PAGE 6-003 Q STUD TO PITCH SLAB 4:12 TOWARDS GARAGE 5 FLOOR ASSEMBLY DOOR OPENING b COORDINATE GRADE ® FRONT OF GARAGE TO ENSURE TOP OF SLAB LOCAT ABOVE EXTERIOR DRIVEWAYED 2' DATE: 12/23/25 13 OF 22 E Apo e BASEMENT FINISHED-FLO-O-R- BASEMENT O STEPPED BASEMENTELEV. -ci.7 FOOTINGS A�Ne 3 ,r C ` .`A � rt 7 (BEYOND) 0 �`y.� •_x fj �: � 9�Fov7�o�ya�- SECTION 5-5/A-502 F N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" I NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY SPEC.'S. PITCH TO CUTTER. GOPINO REQUIRE GALV. DRIP STOP EDGE. p- PERIMETER OF ROOF INSULATION Q WRAPPED IN VAPOR BARRIER 0 NEW Jq" THK. PLYWOOD Lu ROOF DEGKIN6 LLI J C6 NEW I" THK. RIGID INSULATION M HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE ADHERED TO DECKING GALV. Q ;1 (V SPECIFIED ON 51ME OF STAIR IN ACCORDANCE W MANU. SPEC.'s; DRIP-STOP ai O w /PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO EDGE 6� PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT O � O J015T HANGER BY CO SIMPSON' OR EQUAL i \— - - - - - F I N I SHED FLOOR a c z I - - - - - — - - — \ - - - - - - - - - - - - c>3LOLO � � X � N NEW " THK. GYP. BD. O O O 4-+ PROVIDE INSULATION BETWEEN CAVITIES -� O m .� LV2" MIN. SPACE BETWEEN \ PER ENERGY TABLE (WHEN APPLICABLE) O N (6 \ WALL AND HANDRAIL \ Q O O \ 5/4" PINE RISER \ ROOF RAFTERS AS NOTED ON PLAN r- �/4" PINE TREAD STANDARDS FOR ORIi�P,�SLE HAND RAIL �\ 2 FLAT ROOF DETAIL (nD, \ SCALE: NT5 W SCALE: I" = I'-O" lollp GR055 5EGTION MIN. l I" ROUNDED NOSING Q CLEARANCE 8" THI GK RE I NFORGED CONCRETE d CIRCULAR NON-GIRGULAR w/Y4" RADIUS ILI NOT INCLUDED IN O 5 AB \ TREAD DIMENSION) / j 4u-6! n U / 4 MIN. �4 -2 / METER / AX• ORASS SHOULDER ,AREA (T)'P.) 24'' DIAMETER CAST IRON z / / OR DEF I NEID SURFACE GO�/ER INLET ORATE FRAME —� m \ I � / / c + -- W U -- m (5) 2"xl2" STRINOER5 ® W R-21 — INSULATION, IF UNDERSIDE 15 FACING / / / ( STORA6)=/NON-HABITAL SPACE \ LIA — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _II II , ' cl 14t UNDER Y2" GYP. BD. STOR OE I ] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (Ei �i (WHEN AFFLI GALBE) \ Lu Q- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ „ TREATED 2"xl2" SILL FOR CONTACTI— W GONG. (IF APPLICABLE) O Z I I I I N FINISHED FLOOR N PREG�4ST GONG. o O ROUND LEACH I NO R I NO. 5EE WATER GALGULATION5 ON J W 51 TE PLAN FOR REO'D z a EFFEGTI�/E DEPTH 2'-0 IIIle D I AMETER AS 2'—O a g MIN. PER SITE PLAN MIN. W 0 O INTERIOR MOOD 57A I R DETA I�. - O1 STORM NA7F—R DR`I HELL DETA I GLEAN 5?�ND OR IEL FILL o 401. SCALE: 5/4 = I -O V) A-401.01 50ALE: 1/2" = I'-O" m o O V F- p 2'-0" LAP Z H (TYP.) N IL TYP. ROOFIN.O (SEE SECTION NOTES) Py m N J o Z M c� CO-ORDINATE NOTCHED - �R' P� ---------I-----I I O TH TO ENSURE Z a LESS THAN 2590 OF _���� �—— I — U RAFTER DEPTH (TYP) PRE-FAB. RAILING W REOUIREMENTS ___ _ _— —— II AS PER PLAN. RAIL SHALL HAVE SIMPSON GALV. CAPACITY TO RESIST 200 LEIS OF N N H2.SA RAFTER TIE I I I LATERAL LOAD. MATERIALS SHALL �ii 4 �M BE ONE OF THE FOLLOWING: HOT. I- N N BEAM AS PER x I II DIPPED GALV, EPDXY PAINTED STL., p o #5 REBAR (TYP) QIL EPDXY PAINTED WROUGHT IRON. � STRUCTURAL PLAN � � � G.J. AS PER STRUCTURAL PLAN J-� I I I I I - #5 BENT - t IATTACHMENT AS BEND REBAR FASCIA BOARD REBAR (TYP) N I I I TO SLAB PROJECT: SIMPSON LU5 GALV. I PER RAIL MANU. JOIST HANGERS AT I I I' I I NOTE: 4" P. GONG. SLAB W LA U R E L AV E N U E FLUSH BM. 4 LEDGER BD. I I ALL P. GONG. SHALL f r--� 6"xb"-10/10 W.W.M.UPON NOTE: STAIR DRAINAGE CALCULATIONS: BE 4p00 P51 (MIN.) .0 �- �-°-- - COMPACTED FILL I I I I. IF FINISH MASONRY USED(SUCH AS STAIR WIDTH = 4'-0" (I) #4 REBAR II \� \ LOT 4 SIMPSON POST GAP AS I I I BLUESTONE) - MASON TO ADJUST HCHT OF LANDING AS REQ'D TO PROPOSED NEW AREA= 60 S.F. CONT. ® TOP PER STRUCTURAL PLAN I I ACCOUNT FOR FINISH MASONRY (00 5ci. Ft. X 0.1.1= 5.5 P. 55/3.1= 21 VERT. FT. OF 2' DIA RING REO. W bxb lo�SLAB #5#5 REBAR ® 36 O.G. 2 O 45 AWAY,RFACES SHALL FROM BUIL N6BE PITCHED KATER LEAGHINDG SYSTEM FILL DEEP STORM (TMP J UPON COMPACTED ORADE 11 \// � / COMPACTED 1815 LAUREL AVENUE S. FOR SLABS ABUTTING FRAMING, INSTALL GRADE/ 8" THK P °�11 \/\\//`�/ FILL SOUTHOLD, N.Y. 11971 GORNER GONNEGTI ON COPPER FLA5HIN6 FROM 12"ABOVE AND PORCH 1j \ \\\\\\ ADJACENT TO SLAB, BED ALL FLA5HIN6 REEAR BENT TO ° �` ' GONG. WALL IN ASPHALTIC MASTIC, SLAB AS SHOWN �- -- -=a--� Il a \ \ \\ \ z o z #5 BENT REEIAR II Ir kjl /\/ DRAWING TITLE: P.T. POST PER PLAN INSIDE i° - HS40 PERMAGAST (OR \\/ \/\/\ (Y O ® 36 O.G. II ° u- EQUAL) COLUMN CASING �i° / / / } *O I�° Q\ \ • �` \/\\j\\j\\j =�� z ; (i) #4 REBAR IIl1 ,N // // DESIGN DETAILS #5 REBAR (TYP) 2'-O" LAPyf, i� ° \�6/\\ / 6 // CONT. ® BOTTOM SIMPSON POST BASE AS PER (I) #4 REBAR ® EA. C� °/ j j %j j j j Q�w= 16" WIDE x 8" DEEP STEP;3" GVR ® ENDS L %, • \\ \\ \\ \\ \\ \\ \\ d 4 o P. GONG. FTC. STRUCTURAL PLAN 4 ANCHOR To ——————t — -F —— ————————— \\//\\//\\//\\//\\//\\//\\//\\// In m (5) #5 HOR. I I \ FOUNDATION w/1"m ANCHOR BOLT �° /�/ //\//\//\//\//\//\//\// REBAR �-,� •° ° W IS MIN. EMBEDMENT DEPTH I --------------- - ASEMENT STAIR LANDIN 10' i'�� °// //// /%///�///�//// / / // I PAGE: ------- — MIN. ° i, \\ \\ /•COMPACTED \ \ \ 3"--------� —kl---} -------- (OMIT ELSEWHERE) FILL FINISHED STONE • III m ° ° REBAR ® lo"/ /j /j /j /j /j /j �L z -401m0ml �-—— —— 4" P.GONG.SLAB w/ 2"x4" t�- �i /\/\ 4" THK. GONG. SLAB ————— - —_�——I I ————— 6"xb"-10/10 W.W.M. KEYWAY . j\\/\\ \\O.G. (MIN. 3) \\ \\ \\ \\ \\ \\ *O I- O '/�� / / / `/ `/ `X / / / 1L II UPON COMPACTED FILL •, ° ° ° i'�i� //\//\//\//\//\//\//\//\//\//\ \//\//\/ z -� EXTERIOR MASONRY 1DGK DT I L GRADE 4"� DRAIN ° i��i / ��\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ lu Z Z z II CONNECTED TO / / / / / / / / / / / / a O►u- /�-401.0I SCALE: 3/4" = 1'-0" DATE: 12 23 25 a a a s Q I I II NEAREST DRYWELL \ \\ \ \\/\\/\\/\\/\\/\/\/\/\/\\/\\/\\/ -� \ \ \ \ \ \ \ / / 14OF22 \ I I I' aa (TYP.) _ a_-___---- I \ \ �o \\/\\/\\/\\/\\/\\ NOTE: \ --------' \ \ \ \ \ \ \ \ ALL P. GONG. �\ BAGKFILL COMPACTED IN 6" LIFTS N I I I II //�/�� SHALLP�\/ / / / / //� SHALL PSI (MIND \/ \ I I I #4 REBAR CONT. ® 10 O.G. (MIN.5) :II ° \ \ \ \ \ \ \ \ \ \ \ r// // \\ EXTEND FOUND. WALL 4 FTC. AT (I) #4 REBAR CONT. �/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ z a COL. PER FOUND. PLAN;PROVIDE ( I I it /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ FLED AR a ADDITIONAL (2) #5 VERT. REEAR IN # II / / // // // I S BENT REBAR ® 12 O.G. I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/ \GJ � •r/� GONG. WALL BENEATH COLUMN 4 (1) I I j/ /\/ \ \ \ \\ #5 HOR. REBAR IN ENLARGED FTC. I I ( 8" THK. P. GONG. WALL /\\/\\/\\/\\/\\/\\/ r\/ II° \/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i\/i Q ��� ..; ?�o \// I (U #4 REBAR CONT. \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I °' . 16" HIDE x 5" DEEP P. a a DeGKRFOUND�WALRLY4 'T' CONNECTION GONG. FTS. Jam •°. \\\/\\\/\\\/\\\/\\\/\\\/\\\/\\ \\/\\\/\\\/\\\/�\\/�\\/�\\/�\\// 405 _ FTC. AS PER DETAILS NOTED SEPARATELY (3) #5 HOR. REBAR •�3" ° ��� OF N 4 GO\r ERED PORCH DETAIL REBAR OVERLAP DETAIL � EXTERIOR MA50NRY STAIR DETA I L A-401.01 SCALE: 5/4" = 1'-0" A-401.01 50ALE: 3/4„ _- I O1, ,4-401.01 j50ALE: 5/4" = 1'-0" I I I. I a > FLOOR SYSTEM AS I FLOOR SYSTEM A5 �I FLOOR SYSTEM AS � Mi N NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN I 'I FLOOR SYSTEM ASNOTED ON PLAN Lu Lu NEW 5TL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. 'A', 'B',NEW 5TL. GAP PL. A, B", NEW 5TL. GAP PL. A, B, J �FLOOR HOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM OR 'C' (PER BEAM CONF16,) OR 'G' (PER BEAM GONF16) OR 'G' (PER BEAM GONFI6J OR 'G' (PER BEAM CONFI6) FLOOR WOOD BEAM C) AS NOTED ON PLAN AS NOTED ON PLAN AS NOTED ON PLAN > WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP AS NOTED ON PLAN Q 4-' CV PL. DETAILS NEW 5-1/2" OR 5-1/2" (AS PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS PL. DETAILS 3-1/2" OR 5-1/2" (AS PL. DETAILS < '- Lo NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. 3-1/2" OR 5-1/2" (AS NOTED m NEW BASE PLATE 'A.' SGH 40 HOT DIP GALV. NEW BASE PLATE 'A' SGH 40 HOT DIP 6ALV. BASE PLATE 'A' WELDED SGH 40 HOT DIP 6ALV. ON PLAN) O.D. 50H 40 HOT r- STL. COL. (ASTM AI23) 5TL. COL. (ASTM AI23) BASE PLATE A WELDED O WELDED TO COL.;SEE: WELDED TO COL.;SEE DIP 6ALV. 5TL. COL. (ASTM BASE PL. DETAILS FOP: BASE PL. DETAILS FOR TO COL.;SEE BASE PL. STL. COL. (ASTM AI23) TO COL.;SEE BASE PL. - � C BOLTING AS PER FOUND. PLAN BY BOLTING AS PER FOUND. PLAN BY DETAILS FOR BOLTING AS PER FOUND. PLAN BY DETAILS FOR BOLTING AI23) AS PER FOUND. PLAN �- C9 SIMS STEEL (OR EQUAL) SIMS STEEL (OR EQUAL) 51M5 STEEL (OR EQUAL) BY SIMS STEEL (OR EQUAL) i r- O C C V z 0 PROVIDE GOLD JOINT PROVIDE GOLD JOINT PROVIDE GOLD JOINT PROVIDE GOLD JOINT 4" THK. P. - Ln NEW 4" THK. P. NEW 4" THK. P. 4" THK. P. GONG. SLAB .� -Y AT GONG. SEAMS (TYP) AT GONG. SEAMS (TYP) AT GONG. SEAMS (TYP) GONG. SLAB AT GONG. 5EAM5 (TYP) x U CV GONG. SLAB GONG. SLAB O 0 O �' ° d ° va ° a ° ° c J `ILA a d d ° a d as ° d° ° JI L a as ° °d ° d 0 "!._1w:1,,... --ic L- lC.° c+I. �0 �' ° q._� r' ° d a ° ° "Y A 1. 10 I���'lI�r^ ° ° ° d Q r— o a • .d d ° dd a a 4" GRAVEL BASE e + # 4" GRAVEL BASE I ° ° - d ° d ° ° ° "t - ------------ NEW (5) #5 HOR. ° -- NEW (5) 5 HOR. _ ° 4" GRAVEL BASE ° °° ° - ° d REBAR UPON (5) 5 - w===T a- -S� ° ° d ° # -- - REBAR UPON (5) ° 4" GRAVEL BASE d °° ° I -- ° ° - d COMPACTED FILL HOR. REBAR (6 TOTAL) #5 HOR. REBAR I d °° ° COMPACTED FILL NEW 24 x24 x12 NEW 36 x36 x18 I 45"x48"x24" DEEP ° °d ° ° ° d ° - DEEP P. GONG. PAD DEEP P. GONG. PAD �`3" I I I I I I / (10 TOTAL) -------------- _ _ __--__-___- --__----------__ --- 60 x60 x30 DEEP P. GONG. PAD FT6. F== ---� ---�---�a- ---�-- - I ✓i-a-is---ia--i---i---i---i-a _ - FT6. (MIN. 4,000 P51) COMPACTED FILL DEEP (MIN. 4,000 PSI) ° (MIN. 4,000 P51) ° ° ° d ° _ ° P. CO NC. PAD FT6. COMPACTED FILL (MIN. 4,000 P51) I- NEW (8) #5 HOR. REBAR —— ° ° ° -- NEW 00 #5 HOP,. REBAR UPON M) #6 HOR. REBAR �3' — _ � (I6�TOTAL) HOR. REBAR I I I I� IS TOTAL U II II II II II II II II II II II U 8 STL. GCL. 2� x2� x 12 i� I� ETC. 17T. STL.. COL. BC xBC x 18 � 1� ETC. I� TI i p STL. COL. �F8 x�8 x2� i� I� ETC. I7T 1 I STL. COL. 6011xC O x30 ', 17 .ETC. I� TI L A-402.01 „ _ A-402.01 A-402.01 SCALE: 5/4 - 1 o A-402.01 SCALE: 5/4" = i'-011 SCALE: 5/4 - I -O SCALE: 5/4" = I'-O" '� - �_ �� PROVIDE BEAM SPLICE > CENTERED ABOVE COL. PROVIDE BEAM SPLICE < U WHEN NOTED ON PLANS CENTERED ABOVE COL. - 8 (4) 5/8" H74 .D.G. LAG _ WHEN NOTED ON PLANS /r • > BOLTS (PREDRILLED) IO (4) 5/8" H.D.G. LAG < W BOLTS (PREDRILLED) n 1 — — < CL 0 ,/ 0 - -I- _�- - - _�� 1\ / O 3/8" THK-y-- _/ INTERIOR FRAMED STL. PL. �4�� 5/8" THK. H.D. 5/8 THK. \\��_ � �� BEARING WALL AT GALV. PL. 5/8 THK. H.D. I�4'I STL. PL. I FOUNDATION LEVEL PROVIDE 3" (MIN) GONG. GALV. PL. COVER OF ALL REBAR GAP PL,47E 'A' /� 5/8"m HOOKED ANCHOR WITHIN P. GONG. FT6. BOLTS ® 45" O.G. w/3" FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE LVL LUMBER GAP PLATE 'A' WA5HER $ ENDNUT P.T. SHOE PLATE OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE PSL FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE LVL LUMBER Z PROVIDE GOLD JOINT 4" THK. P. O > OR (2) 2" WIDE DIMENSIONAL LUMBER OR (1) 5.5" WIDE PSL AT GONG. 5EAM5 (TYP) GONG. SLAB Q PROVIDE BEAM SPLICE ° 1p ° ° w PROVIDE BEAM SPLICE CENTERED ABOVE COL. o CENTERED ABOVE COL. - WHEN NOTED ON PLANS 4-12 ° ° C� z a WHEN NOTED ON PLANS ° z 'I (4) 3/8" H.D.G. LAG 4" GRAVEL BASE ---- a g (4) 5/8" H.D.G. LAG BOLTS (PREDRILLED) I BOLTS (PREDRILLED) I6"xl2" DEEP P. o 0 \ IO — _ - — — — N CONG. CONT. FTG. I O O O — — — - — (MIN. 4,000 PSI) II z u- 1 COMPACTED FILL 0 (2) #4 HOR.REBAR In o Q - - — 1 ► o w I BITER I OR BASEMENT BEAR I NC MALL DETAIL m 5/8 THK. I u 1 �' S/8" THK. i i A-402.01 = w o STL. PL. - �4 OA THK. H.D. STL. HK I " — Y4 5/8" THK. H.D. SCALE: 5/4 I O g a o GALV. PL. V4 GALV. PL. 0 U ? GAP PLATE 'B' OAF PLATE 'B' FOR CONNECTION OF STL. COL. TO (5) I-5/4 WIDE LVL LUMBER OR FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL (5) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL N N d\' M (4) 5/8" H.D.G. LAG (4) 5/8" H.D.G. LAG _ BOLTS (PREDRILLED) N BOLTS (PREDRILLED) PROVIDE BEAM SPLICE o PROVIDE BEAM SPLICE I p CENTERED ABOVE COL. PROJECT: _ 8 CENTERED ABOVE COL. WHEN NOTED ON PLANS WHEN NOTED ON PLANS LAURELAVENUE \ O FLOOR LOT 4 - - - - - - - T- - � 1815LAURELAVENUE - - - - - - SOUTHOLD, N.Y. 11971 _ O O DRAWING TITLE: II 5/8" THK. - — -- — — — — 558 THK. I �� 5/8" THK. H.D. L L II Y II DESIGN DETAILS STL. PL. �4'I GALV. FL. I GALV. PL. II I I� k4 44 MAX. SILL 4 I I HEIGHT PER > CAP PLATE 'C:' GAP PLATE G NYG R510.2.1 > FOR CONNECTION OF STL. COL. TO (4) 1-5/4" WIDE FOR CONNECTION OF STL. COL. TO (4) 1-5/4" WIDE LVL LUMBER OR LVL LUMBER OR 7" WIDE PSL PAGE: 7 WIDE PSL 8 II 81i i 5, I I, �I I�2 2 A-402m0l m BASEMENT I 11 Y411 4 FLOOR O O DATE: 12/23/25 15 OF 22 5-I/2" O.D. SGH. 40 HOT ° 5-1/2" O.D. SGH. 40 HOT DIP GALV. STL. COL. DIP GALV. STL. COL. _ (ASTM A125) AS PER X > (ASTM A125) AS PER = PLAN WELDED TO PL. PLAN WELDED TO PL. 8"x8"x5/8" THK. > ee 8"x8"x5/8" THK. \ STL. BASE FL. REDARc STL. BASE PL. O0 /(4) 1/2" HOOKED ANCHOR O (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO BOLTS EMBEDDED INTO FOOTINO MIN. G I,�I t'� I,�I ',�I .� FOOTING MIN. 4" w/ WASHER AND END NUT SETUP �J` EORESS Y`�1 NL�OY� Y SELL ETA I L ¢ � k� '�eo � > OVERSIZED WASHER 4 SETUPA-402.01 SCALE: NTS I END NUT SEP BASE PLATE ',4' > BASE PLATE 'A' gTF3 413'5 OFN - K-12-N`Ii5 5 "(P COL. OAF BASE FLATS 17E7A I LS KJ 5 5.5 " 0 COL. CAP BASE FLATS DETAILS A-402.01 SCALE: 5" = 1'-0" A-402.01 SCALE: 5" = 1'-0" II i 0ENERAL 5"%r��50L F-� : _ EXISTING TO BE° DEMOLISHED , „ NEH TIAL HEI6HT WOOD FRRAME (L.G 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J f>3 STL. WHEN APPLICABLE) Q 4-' CV NEW I-HR FIRE 'RATED E] P05T (2) 2"x4" 5TRUGTURAL rY E WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 56'-0" 20'-0" 4'-0" WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O POST FOR 6" HALLS), U.O.N. - c WOOD FRAME RATED 5TL. LO O N z O WHEN APPL I GABLE) 4B 4B rl O u) - - - - - - - - - - X CV STRUCTURAL PLAN NOTES ___ '` ' O O m GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 0 � W POURED CONCRETE AND STEEL REINFORCEMENT NOTES: � - - - - - - - - - - - - - - a--+ Lf) > SPLICED STRUCTURAL MEMBER: TYPICAL P. GONG. FOOTING 4 WALL CONSTRU07ION: 12 O N O Ca 12 I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT q-2° q-2 9 Q 2"xb P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE ° ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND 13 ABOVE INDICATED P05T5/COLUMN5. (WHERE SHELF INDICATED). DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 15 I > STACKED POST/COLUMN: • ANCHOR BOLTS AS PER PAGE 0-005 2. SPECIFICITY OF CONCRETE ME516N MIX SHALL BE BY OTHERS. 2, IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ® LOCATE INDICATED POST/GOl_UMN BENEATH POST/COLUMN P. GONG. FOUND. WALL AS PER DETAILS Ib/A-403 4 SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 1 ON FLOOR ABOVE. IWA-403 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL � CONFORM TO AGI 306. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER STACKED POST/COLUMN: P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY ENCOUNTERED. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR > LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON . B.O. FOOTING 3'-O" BELOW 6RADE MIN. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. TJI 560 FLOOR BELOW. I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO p F.J. ® I6" O.G. > EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) TEMPERATURES WITHIN 10° F OF CONCRETE. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PROVIDE FRAMING EXTENDING FROM G.J.,WALL, BEAM, OR . AIR ENTRAIN P. GONG. FOR PORCHES/ PATIOS / 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 31a CODE. qG 4'-b" � 70 HEADER (BELOW) TO SUPPORT' R.R (ABOVE). 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. , STOOPS (WHEN APPLICABLE) REMOVE AS REO'D. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED RETURN FOUND. WALL 4 FTC. OF LOAD BEARING WALL (ABOVE): • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET f 1 3B CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT BASEMENT STAIRS TO JOIN THAT �./ ■ AS INDICATED BY DASHED OUTLINE. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE NEED TO BE EPDXY COATED. OF BASEMENT(TOP OF RETURN UPON F.J. OR BEAM WHEN APf'LIGABLEABELOWND REGTLY PERMITTED WHEN NECESSARY. WALL LOCATED DIRECTLY m 13 PROVIDE 4 SHELF FOR F.J. BEARING. ?. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS =N BELOW 6RADE/LANDINCO qA m \ INTERIOR LOAD BEARING WALL: SHALL BE STAGGERED. - - / 3G AS INDICATED BY HATCHING. BEAM POCKET: AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. `{ q'-0' T ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON I4 1. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL "1. PROVIDE MECHANICAL DEVICES AI HOLD STEEL 4 HARDWARE IN S <V ■ b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. F.J. OR BEAM (WHEN APPLICABLE) BELOW. PLACE AT TIME OF POURING MAINTAIN REQUIRED CLEARANCES, „ WIDTH OF BEAM, FOR A LENGTH OF � THE WALL _ I (3) I.'75 xlb T.J. 2.OE MIGROLLAM LVL UPSET BM. _ THICKNESS (3.5" MINIMUM). .� COVERAGES,AND PLUMBNESS. - HOLDOWN (FOUNDATION TO IST FLOOR): q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE (FLUSH w/ TOP OF F.J.) BELOW STACKED RIDGE POST T 4B _ 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF FV PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 - - • - • - • - • - • -1:- • - • • - . . - . - . HOEDOWN 'B' A5 PER PAGE G 003 a. CEMENT SHALL CONFORM STM G-33 FOR STANDARD �V O TO A T WEIGHT BEAM TO PROMOTE AIR CIRCULATION (ASTM G4g4/G4g4M,TYPES G AND E). CONCRETE. 2514 �J 5A RIDGE BEAM POST STRAPPING (INTERIOR POSTS) 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND 14 O 1. CONNECT RIDGE BEAM F05T TO 5UPPORTIN6 MEMBER CONCRETE INTERFACES 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GR055 SECTIONAL 14 BELOW (C.J. OR FLUSH 15M., AS NOTED) w/ INVERTED 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN AREAS EXCEED ONE SQUARE INCH. SIMP50N 506 POST GAP PLACE ONCE BEAM PLACED. ■ 2. ALTERNATIVELY CONNECT w/51MP50N G520 II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 22 10 Q STRAPPING (w/ MAXIMUM END LENGTH NAILING REINFORCED P. GONG, SLAB TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS ° J ACHIEVED ON STRAPPING ON BOTH SIDES OF RIDGE 15 1. 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.W.M. UPON REACHED A COMPRESSIVE 5TRENOTH OF 500 PSI. 11 J/>" TJI I G0 POST). 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/G 3 POST PGAP SHALL W,DTH WIDTHS LESS INVERTED AND 5.5" 3. 4'o(MIN.) GRAVE SLAB) 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. L - I 12 BELOW BEARING WALL . • I RIDGE BEAM POST STRAPPING (ABOVE WINDOWS) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS "IB 13 5B 1. CONNECT RID6E BEAM P05T TO WINDOW HDR w/ 16 REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE > SIMPSON 520 5TRAPPIN0 (INDIVIDUAL STRAP PER EA. (VERIFY DIM. IN FIELD) qG POST > 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BCTH " gT STEP UP TOP OF FOUND. NALL AS GARAGE 4 BASEMENT FOUNDARTIEON HALLS z HEADER 4 POST. FASTEN STRAP TO RIDGE BEAM O m RIDGE POST, AS ALLOWED BY BEAM/P057 SIZES. (GARAGE WALL t 1- HIGHER;V.I.F.) 6-�2 6-jy2 b-Y2 HIP/VALLEY LEDGER CONNECTION STEPPED FOOTING > O CONNECT HIP/VALLEY TO LEDGER/BLOGKIN6 (SEE SECTION) la FTC. TO STEP AS NEEDED TO ALIGN WITH ADJOINING FOOTINGS, AS PER DETAIL Ib/A-403. aB 35 B _ OR SUPPORIN6 R.R. (WHEN APPLICABLE) w/SIMPSON HUI4 0 SLOPED 4 SKEWED JOIST HANGER MAINTAIN MIN. 5'-0" BELOW GRADE TO BOTTOM OF FT6. „ > I8 q aY2 1 `Y2 10 4Y2 O" ° 14 = 1 6"x&" POST w/ COLUMN CASING: TYPICAL CLOSED FOUNDATION 4B _ _ _ _ _ _ _ - - - - - - - - - - - - - - > �P 1. PROVIDE 6"xb" P.T. POST INSIDE H540 PERMAGA5T (OR Iq a PORCHES / PATIOS / GONG. 57AIRS: - - - - - - - - - - - - - E E 4_0 0 iu EQUAL) COLUMN CASING. 1. SEE DETAILS 6/A-401 4 'VA-401 I _ _ - -+ - L _+ _ - - 1= 2. CONNECT POST TO FLUSH ]BEAM w/SIMPSON ACH&Z 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY . °`' •• ° ` �° 1` a ''L; { • • �_� ., -- I > FROM BUILDING - _ ~ • (5) 175"�15" T.J. 2.� MICROLLA�LVL DR"; i ED BM. • lij P05T GAP (PROVIDE SHIMMING AS REO.D TO MATCH _ _ - L - - - -I- - - - L BEAM WIDTH TO POST GAP WIDTH). 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - - - - rL 22 13 22 22 (GJONTINUOUS SPAN)- - _j - 4B w > 3. CONNECT POST TO ENLARGED GONG. FOUND WALL w/ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 12 I 11-1/b" TJI 110 - - - - - - I4 13 BED ALL FLASHING IN ASPHALTIC MASTIC F.J.® 16" O.G. 1 21 21 - " ~ Z ABU66Z POST BASE 4 PROVIDE 2" MIN. GONG. COVER qG I I Z Q ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL 28'-O" u Z 16"x16" FOOTPRINT, CENTERED AT INDICATED POST. BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER I g > 5"x8" P05T w/ COLUMN CASING: 4 TO MAIN FOUND. a ro 4 a 7B 1. PROVIDE b"xa" P.T. POST INSIDE HB46 PERMACA5T STAIR LANDING HALF-WALLS 20'-q" ~ Q N I qG w (OR EQUAL) COLUMN GASTRIC. @ 2"x4" ® 16" O.G. STUD FRAMING BELOW STAIR LANDING r- u?p N I T p O 2. CONNECT P05T TO FLUSH 13EAM w/SIMP50N P05Z (K dJ O POST GAP (PROVIDE SHIMMING AS REQ.'D TO MATCH JOSITS;MAINTAIN " MIN. AIR GAP FROM FOUND. WALL5. 12 r y l z I �- ,Ji BEAM WIDTH TO POST GAP WIDTH). 21 ENLARGED CONTINUOUS FOOTING - _W p P _ J 3. CONNECT POST TO ENLARGED GONG. FOUND WALL w/ 1. ENLAR6E CONTINUOUS FOOTING TO 36 WIDE x 15 z 3B 6i 13 cV O 0 0 ! ON ALL SIDES. ENLARGEABUe>5Z POST BABE 4 D GONG. FOUND CONO. COVER WALL TO AVE ONEP FOR PLANS 2a TOTAL LENGTH, POSITIONED AS SHOWN �-cV I m U m O 0 V Ib"x16" FOOTPRINT, CENTERED AT INDICATED POST. 2. ENLARGED PORTIONS SHALL BE POURED I qG O 15 O 0 MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. I6 ~ `� I 0 w PAD FOOTING 3. TOP OF FOOTINGS SHALL BE FLUSH I ® JJ ® Q > ® 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED _ 15 J f r�� DETAIL a/A-402. FOOTING TO INCLUDE: _Ic = u m • (4) #5 REBAR ORIENTED IN DIRECTION OF CONT. FT6; o E N M cv PAD FOOTING THIS AMOUNTS TO AN ADDITIONAL (1) #5 REBAR N I BASEMENT w v 36 x36 x18 DEEP P. GONG. PAD FOOTING AS PER FROM THOSE ALREADY PRESENT IN 24 xl2 DEEP _ 0 \ DETAIL q/A-402. CONT. FT6. Q Q 0 S • #5 REBAR ® b" O.G. ORIENTED PERP. TO CONT. FT6. " PAD FOOTING 5. W O IABOVER VERTICAL R REBAR ENLARGED F ON . FOUND NOTED - U Z Q l aG 48 x4e x24 DEEP P. GONG. FAD FOOTING AS 0 PER DETAIL 10/A-402. SEPARATELY ! b'-OY2" b'-OY2" 5'-3Y2" .2 5'5'-5Y2" 5'-5Y2" 6'-5" 6'-5" � e� 6. SEE ALSO DETAIL iq/A-403. 0 Ib > PAD FOOTING m 60"x60"x30" DEEP P. GONG. PAD FOOTING AS VERTICAL REBAR COLUMN (TYP.): _ m N N PER DETAIL II/A-402. 22 (4) #6 VERT. REBAR AS 5HOWN IN DETAIL Iq/A-403; 11 - - - - - ui d\ M (4) 1.-75 xq.5 T.J. 2.OE COORDINATE LOCATION w/SUPPORTED POINT LOADS 14 F- N N AI CONTINUOUS FOOTING F F MIGROLLAM LVL DROPPED BM.(BEAMS/POST5/COLUMNS/JACK STUDS/DIRECTLY ABOVE) E F E E E p > qA I6"x6" DEEP P. GONG. CONTINUOUS FTC. AS PER DETAILS (CONTINUOUS SPAN)I ei O 6/A-401 4 "1/A-401 (AT GONG. PATIOS 4 GONG. EXTERIOR L - CONNECT 2-PLY DROPPED I- I- - STAIRS) P05T 4 COLUMN DESIGNATIONS: BEAMS TO CENTRAL, 4-PLY DROPPED BM. w/ SIMPSON I - - -� - - - - - PROJECT: CONTINUOUS FOOTING POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED BAD IBM. HAMPERS I1 - J F qB Ib"x12" DEEP P. GONG CONTINUOUS FT6. AS PER DETAILS SUCH FOLLOWS. NOTE THAT THESE DESIGNATIONS E, NOT IMPLY L L - J 1 L - I - J 3B - J SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED ) LA U R E L AV E N U E 14/A-402 (AT FOUND. LEVEL INTERIOR BEARING WALLS) BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD = aG bG bB bG bB �- - - - bB aB CONTINUOUS FOOTING FRAMING REQUIREMENTS. I'1 - - - - - - - - - - - - - - - - - III j qG 24"x12" DEEP P. GONG. CONTINUOUS FT6. A5 PER DETAILS _ e II-fib" TJI 110 E in r- O �j 3B CJ V LOT 4 WA-403 4 1-1/A-403 (AT GAR:AOE 4 BASEMENT) 42 (2) 2"x4" POST g2 (2) 2"xb" POST F.J.® I6 O.G. p `I I� IJ - 6 > ATTIC ACCESS - PULL-DoNN 5TAIR/AGGE55 HATCH: - �_ � 10 I. MIN. 350 # CAPACITY A3 (3) 2"x4" P05T " - - - - - - - - - 14 - - �BA�� -1 = m J �-1 > ®- -� B3 (3) 2"xb POST II--I/b TJI I10 I O ® IO 10 10 ® O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30) F.J. ® 16" O.G. - 3. DBE. FRAMING WHEN NEW O!'ENIN6 12 " j" Q J I r I� I I r 1815 LAUREL AVENUE 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q A4 (4) 2"x4" POST B4 (4) 2"xb" POST r �`� ®`-❑ (5) 1.-15 xq.5 T.J. ' �n p •?z .�z •�z 1 INSULATION ABOVE w/ND. FR. (OR EO.) BAFFLE OR 13 2.OE MICROLLAM X R Q �� tL tL a SOUTHOLD, N.Y. 11971 RETAINER TO PREVENT INSULATION FROM ENTERING LVL DROPPED BM. E U < ! I h Q 15 IJ Q I�Q I DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 A5 (5) 2"x4" POST B5 (5) 2"xb" POST qG 4-6 3-7 in 0 O N I .Q •Q� .al .1Y1 m (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE (CONTINUOUS SPAW r, Q Q THERMAL ENVELOPE OF BUILDING). - - �N�� 14 I I 12gG DRAWING TITLE: 5. INSTALL AS PER MANU. SPE,C.'s 0--E 4 x4 POST 0"� 6 x6 POST L 35 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYPICAL LEDGER BOARD: F..i�® I6JIOIG. 4 2 PROPOSED STRUCTURAL PLAN II 1. (I) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR 3-1/2" O.D. 50H 40 5-1/2" O.D. 5GH 40 15 (V B I m - - - EXTERIOR INSTALLATIONS) p---� 5TL. COL. (ASTM Q--� 5TL. COL (A5TM 4g 2. SECURED w/(2) 5/5" x 5" LONG H.D. GAL. LAG A123) BY SIM5 A123) BY 51M5 = II--I/b" TJI 11 13 r 4B > BOLTS 0I6" O.G. STEEL (OR EQ) STEEL (OR EQ) �' E F.J. ® I6" -�- (2) L-15"xll.b'15" T.J. 2.OE FRONT PORCH FTG.� 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR MICRO LAM LVL F.J. EQUAL) � q � STAIR STRINGERS DEPTH TO MATCH 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING WALL STUD FRAMING NOTE: -�/2" 3'-6Y2" 4'mill, 5Y" 3'-q" lq BASEMENT FT6. DEPTH .° TUCKED UNDERNEATH SIDINS 4 BENT OVER TOP EDGE COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS 4 UNSHEATHED I_ -1 F_ 1A ?A TA PAGE: OF LEDGER BD. POSTS;THESE MEMBERS SHOULD NOT FALL 50LELY ON : L > DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY 1 II--f/b" TJI 110 - - - - - - -BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS ' � F.J. 0 W' O.G. qB qB y - -> PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. �)Y ° I I ® . 0 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TYPICAL DOOR/WINDOW HEADER NOTE: I DBL JOIST FRONT PORCH FTC. DEPTH T PROVIDE (2) 2NIO" HDR AT ALL DOORS 4 WINDOWS, U.O.N. - MATCH BASEMENT FTC. DEPTH SEE PAGE 6-005 FOR NAILING/5TRAPPING/FRAMING REQUIREMENTS 0 jBL JO15T 4"x4" POSTS FROM BASEMENT(BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. 66 I _ LANDING TO 1ST FLOOR DATE: 12/23/251,7 OF 22 LANDING DROPPED BEAMS > W. SOIL BEARING CAPACITY NOTE: \ - - v O 2"xb" LANDING > STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL \ 2"xb'�LA ING J015T5 ® I6" O.G. BEARING CAPACITY OF 1.0 TON/5.F. f, ry JOISTS ® 16" O.G. > 4"x4" POSTS FROM BASEMENT LANDING TO INCREASE FOUNDATION WALL TO ,^ g-- > IST FLOOR LANDING 1 F.T. SILL NPLATES BEL01 W 6ABDE 12 p DROPPED BEAMS WALL TO ACCOMMODATE ; l DBL-H6T. FRAMING i °f� b0'-0" �- > > FROFCSE["� FOUM7)ATION 57RUCTURAL PLAN 50ALE: 114" = I'-O" � I TIAL HF-151-IT EXISTING TO BE CEMOLISHED WOO FRRAME (L.G 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Cc) W NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) Q C'7 N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G-�. 5TL. ® P05T FOR 4 WALLS (3) 2 xl2 HDR w/: - SINGLE JACK 5TUD (EA. SIDE) Q WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL - 525"x7" (PLANK ORIENTATION) T.J. 1.8E P05T FOR b WALLS), U.O.N. PARALLAM PSL FULL-1467 KING STUD (EA. 0 NEW 2-HR FIRE RATED SIDE) w/ (2) SIMP50N A54 ANGLE r- W 2"xb" ® 12" O.C.OD FRAME (L.G. 5TL. FRAME DBL.-HOT.O.C. TABLE WALL w/ i STUDS. AREA OF CONNECTORS PER TOP/BOTTOM PLATE 0 � N Z Q WHEN APPLICABLE) DBL.-HOT. INDICATED BY HATGHIN6 CONNECTION 0- - i - ALL OTHER FRAMING/FA5TENIN6 PER •� r- -� c X = CV FASTENING SCHEDULE 'B' ON PAGE G-003 � `- > 5TRUGTURAL PLAN NOTE5 4B - - _ +�• 4B p Q O Q CO '4-1 ; 2"x8" RAISED G.J. > - 5PLIGED 57RU07URAL MEMBER: TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: c (V cz a--+ � O 5TR R UCTURAL MEMBER. SHALL NO'" BE CONTINUOUS 12 q m ® 1C` Q Q Q ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY SILL" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 I = p ABOVE INDICATED Po5T5/GOLUMN5. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF I N Q PROVIDE 6ABLE/ENDWALL (WHERE SHELF INDICATED). r V BRACING FROM RAISED G.J. > ® STACKED POST/COLUMN: • ANCHOR BOLTS AS PER PAGE C-003 pw PER STANDARD FRAMING LOCATE INDICATED POST/COLUMN BENEATH POST/CO-UMN • P. GONG. FOUND. WALL AS PER DETAILS 16/A-403 4 X O -J �- DETAIL ON PAGE 6-003ON FLOOR ABOVE. I-I/A-403 z 0. (BLOCKING ® 4'-O" O.G. - O • P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY w i j z FOR TWO BAYS MIN. + DBL. STACKED POST/COLUMN: I q p 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N q N_ TOP PLATES ® G.J. HOT.) • B.O. FOOTING 3-O BELOW 6RADE MIN. N Q m FLOOR BELOW. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN i w -�"L w BEDROOM I EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) ~ w 27 57 PROVIDE FRAMING EXTENDING FROM G.J.,WALL, BEAM, OR w q q • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / u� Q�w HEADER (BELOW) TO SUPPORT R.R. (ABOVE). STOOPS (WHEN APPLICABLE) N F U LOAD BEARING WALL (ABOVE • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET IL N - - J - - -i �C u U . _ 3B AS INDICATED BY DASHED OUTLINE. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) z - - - - -1 - - - ALIGN STUDS OF BEARING WALLS To LAND DIRECTLY n 1 > UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 13 PROVIDE 4" SHELF FOR F.J. BEARING. I Lu p z 2"x8" RAI ED G.J. 2"x6" FRAMING OF SHARED `J,J INTERIOR LOAD BEARING WALL: x z n G. BATHROOM/BEDROOM WALL 3G AS INDICATED BY HATGHIN6. BEAM POCKET: I in N ALI6N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 1`I I. POCKET SHALL PROVIDE BEARIN6 SUPPORT TO FULL \ m a a a B3 1 F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF � THE WALL � r 1+ O HOLD OWN (FOUNDATION TO 15T FLOOR): THICKNESS (3.5" MINIMUM). FLUSH BM. TO BEAR DIRECTLY pr 4B 2. PROVIDE J" AIR SPACE AROUND ENDS AND TOP OF UPON EXTERIOR WALL;PROVIDE q O Ul I r 1 > HOEDOWN 'B AS PER PAGE G-003 BLOCKING FROM DBL. TOP z_ `f BEAM TO PROMOTE AIR CIRCULATION �L RIDGE BEAM P057 5TRAFF1140 (INTERIOR POSTS) 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND PLATE AS REO.V $ ENSURE 2' 8" G.J. 5A I. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER CONCRETE INTERFACES DBL. JACK STUDS ® HDR ® 16" O.G. BELOW (C.J. OR FLUSH BM.,A5 NOTED) w/ INVERTED 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN [, 'IB SIMPSON BC6 P05T GAP PLACE ONCE BEAM PLACED. 2. ALTERNATIVELY CONNECT vi/51MP50N C520 - - - - - - - - - - - 7` 5TRAPPING (w/MAXIMUM END LENGTH NAILING REINFORCED P. GONG. SLAB iz Q nl > ACHIEVED ON STRAPPING ON BOTH SIDES OF RIDGE 15 I. 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.W.M. UPON X _ _(4) I.-15"x11.575" T.J. 2.OE MIGROLL_AM LVL FLUSH BM. _ _ m W POST). 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C I Q > 3. 5TRAPPING SHALL BE USED IN LIEU OF INVERTED CONDENSER SLAB) UPON P05T GAP FOR POSTS WIDTH WIDTHS LE55 THAN 5.5" 3. 4" (MIN) GRAVEL BASE N WALK-IN RIDGE BEAM POST 5TRAPPING (ABOVE WINDOWS) TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 13 0 N V G�OS T 5B I. CONNECT RIDGE BEAM P05T TO WINDOW HDR w/ 16 REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE Q O K 51MP50N 0520 5TRAPPING (INDIVIDUAL STRAP PER EA. (VERIFY DIM. IN FIELD) m �p R PATIO ® H lq u U) BATHROOM I POST 2. ACHIEVE MAXIMUMEND LENGTH NAILING AT BOTH STEP UP TOP OF FOUND. WALL AS REQUIRED ;� ® Q GRADE ® 4 III Q • I22 S.F. > HEADER 4 POST. FASTEN STRAP TO RIDGE BEAM+€ I� BETWEEN GARAGE � BASEMENT FOUNDATION WALLS I�N -��_� (COVERED) -i _� �3�N � I RIDGE POST, AS ALLOWED B'Y BEAM/PO5T SIZES. (GARAGE WALL i 1-�" HIGHER;V.I.F) N V N� Q 0 I 2 x8 G.J. HIP/VALLEY LEDGER CONNECTION STEPPED FOOTING x z J w (2) 1.'15 x14 T.J. 2.OE o b CONNECT HIPNALLEY TO LEDGER/BLOCKINT (SEE SECTION) 18 FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING cV cV N IIS IS J O OR 5UPPORING R.R. (WHEN APPLICABLE) w/ SIMPSON HUI4 O FOOTIN65, AS PER DETAIL IS/A-403. c�V O q FLUSH BM;PROVIDE I (2) I.'15"x14" LVL SLOPED 4 SKEWED J015T HAN6ER MAINTAIN MIN. V-O" BELOW GRADE TO BOTTOM OF FTC. I N II 10 N� SIMPSON IU53.56/14 G I ROOF HIP HNGR, TO F.J., U.O.N. (PORTION PA551N6 7A 6"xb" POST w/ COLUMN CA511gO: TYPICAL CLOSED FOUNDATION 4B (5) 1.4-xilb75" T.J. 2.OE lI (3) I.?5"xlb" T.J. 2.oE I� 3 BELOW G.J. SHOWN) N I. PROVIDE 6"xb" P.T. POST INSIDE H546 PERMACA57(OR IQ ® PORCHES / PATIOS / GONG. STAIRS: MICROLLAM LVL HDR MICROLLAM LVL HDR B3 53 O EQUAL) COLUMN CASING. 1. SEE DETAILS 6/A-401 4 7/A-401 _ - -- - _ H 2. CONNECT POST TO FLUSH BEAM w/SIMPSON AGH6Z 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY REINFORCE F.J. w/ - _ ___ _ _ _ _ __ _ _ __ - - 4B Q POST GAP (PROVIDE SHIMMING AS REO.'D TO MATCH FROM BUILDING WEB STIFFENERS + / BEAM WIDTH TO POST GAP WIDTH). 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER AT GARAGE WALL - - - - - o - - - - - - - - - - - I•I �t. 8., w > FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, - - - - - - - - - - - - - - - - - - - I w �� a 3. CONNECT P05T TO ENLARGED GONG. FOUND WALL w/ BL. F.J.BELOW WALL ABO ,� I ti�A + t- Z BED ALL FLASHING IN ASPHALTIC MASTIC gB ^u I 3B I •/ \'�(J a ON ALL POST BASE 4 PROVIDE 2 MIN. GONG. COVER 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL I >I - - > ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE X REINFORCE F.J. w/WEB I -1 7 �,�� 2 to I6"xlb" FOOTPRINT,CENTERED AT INDICATED POST. BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER p 30 O STIFFENERS AT EXTERIOR WALL ( N 2"xb" FALSE. (J I Z 4 TO MAIN FOUND. REINFORCE F.J. w/ a � z R.R. ® 12" O.G. m > w. w. a -� z a g O 8 x8 POST w/ COLUMN GAScNG: WEB STIFFENERS � q m q � - �' Q ��I � Q� 2"x6" FALSE. w/ 10:12 PITCH I > 7B I. PROVIDE 8 x8' P.T. POST INSIDE HB46 PERMAGAST 0 STAIR LANDING HALF-WALLS AT GARAGE WALL E3UTLER'S I I (p3 u I N j R.R. ® I6" O.G. w (OR EQUAL) COLUMN CASING. 2"x4" ® I6" O.G. STUD FRAMING BELOW STAIR LANDING w N PANTRY ii N ID I O a I >N w/ 10:12 PITCH a OJ 2. CONNECT P05T TO FLUSH BEAM w/SIMPSON PGSZ J051T5;MAINTAIN �" MIN. AIR GAP FROM FOUND. WALLS. 3 m 8 f S.F. O w IL POST GAP (PROVIDE S-IIMMIN6 AS REO.'D TO MATCH O u0i 0 � q, �_ Imp' 0 O Z w BEAM WIDTH TO POST GAP WIDTH). ENLARGED CONTINUOUS FOOTING p Q Q -i 0 3I z w O J 3. CONNECT POST TO ENLAROEiD GONG. FOUND WALL w/ 21 I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 15" 2q ' 14" TJI 110 F.J. IL �L N I „�, Q �j U�( M ru AE3U88Z POST BASE 4 PROVIDE 2" MIN. GONG. COVER DEEP FOR 28' TOTAL LENGTH, POSITIONED AS SHOWN �' 1O� 3B ~ p ® I6" O.G. I~ p O V O s[' O V Qi I -�i O O N> QN O� m p ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE ON PLANS w u - - - - - - J 3B u�i u�i Q I Ulu U I .V ?J? 0.r N V - O U q�Q I I� ql q _ � wll_I6 x16 FOOTPRINT, CENTERED AT INDICATED POST. 2. ENLARGED PORTIONS SHALL BE POURED z Q _ - - - i - `fl LL V >a ~Q U p ®N q Z w MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. Q 1il fA �- GREAT ROOM-i •- p PAD FOOTING .5. TOP OF FOOTINGS SHALL BE FLUSH � d I I p -? q q (Y ® ~ Q I ~ ® 62-I S.F. 0 �i I ® 'T'�tan x-A 2 xl0' TRUE I O ® 24"x24"xl2" DEEP P. GONG. PAD FOOTING A5 PER 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED w - w V V `� d d p p• x cv VN R.R. ® I6" 0.G p DETAIL 8/A-402. FOOTING TO INCLUDE: q Q w/ 10:12 PITCH a • (4) #5 REBAR ORIENTED IN DIRECTION OF CONT. FT6; 0. � N m > 8B 36 xD3b�ISTINO TH15 AMOUNTS TO AN D EP P. GONG. PAD FOOTING AS PER FROM T 05E ALREADY PRESENTENT IIN124 x1�2 D EP ri Q O q I O V 12 GAR GARAGE ~ ® AUNDR I N I x p ry O BAR IL z W O Y - - 0. DETAIL Q/A-402. GONG. FT6. U) 462 S.F. GL I - -i r C] • #5 REBAR ® 6" O.G. ORIENTED PERP. TO CONT. FTC. -j p Y w 12 S.F. KITCHEN I m u I m w 0 2 xb FALSE. WD. OR. ~ QQ / PAD FOOTING 5. PROVIDE VERTICAL REBAR WITHIN P. GONG. FOUND ~ I K z ® y B 262 S.F. 3B 3B q I w/RI0:12 PITCH v Z Qa WALL ABOVE CENTER OF ENLARGED FT6. AS NOTED u� 0- I _ FRAMED SEPARATELY dJ ( - - I - - - u I tt CHIMNEY 8G 45"x48"x24" DEEP P. GONG. PAD FOOTING AS r z tt w C - - - _ _ _ _ - - _ ] C C = - - - -_ - _ - - _ to 3 2 xb FAL5E. I CHASE �u PER DETAIL 10/A-4o2. Q0 H - - - - - - - - - R.R. ® 12" O.G. `i 6. SEE ALSO DETAIL 19/A-403. x Q N 0 (2) I.15 x14 T.J. 2.OE REINFORCE F.J. w/ WEB STIFFENERS I - - _ w/ 10:12 PITCH ,T m PAD FOOTING in [A J< MICROLLAM LVL F.J. P3 BELOW BEARIN6 WALL 4 AT DROPPED �D bo"xbo°x3o° DEEP P. GONG. PAL) FOOTING AS VERTICAL REBAR COLUMN (TYP): ry 5 0 Q - PER DETAIL II/A-402. 22 (4) #6 VERT. REBAR AS 5HOWN IN DETAIL I9/A-403; �'' a a I ~1 I I I IBM./INTERIOR WALL BEARING POINT I I +�� I c��<?p, " COORDINATE LOCATION w/SUPPORTED POINT LOADS q B3 „ „ I A4 ryV�x �G H N N > CONTINUOUS FOOTING (BEAMS/POSTS/COLUMNS/JACK STUDS/DIRECTLY ABOVE) x 2B (5) 1."15 Al.a75 T.J. 2.OE MIGROLLAM LVL . U 3G 15% N I6"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIE5 - - - DROPPED BM. (CONTINUOUSLY SPANNING) 6/A-401 4 WA-401 (AT GONG. PATIOS 4 GONG. EXTERIOR - REINFORCE F.J. w/ STAIRS) P05T 4 COLUMN DESIGNATIONS: PROJECT' P05TS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N WEB STIFFENERS 30 3B (3) 1.75"x5.5" T.J. 1.55E 25 > CONTINUOUS FOOTING 3B I AT GARAGE WALL I TIMBERSTRAND LSL 2B (4) 1•'75 X7.25' T.J. 1.55E TIMBER5TRAND L5L OAS FOLLOWS. NOTE THAT THESE DESICNATION5 DO NOT IMPLY POST TO FLUSH BM.;FRAME BEDROOM WALL w/ qB I6"xl2 DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS 2 x6 G.J. ® P05TS TO DROPPED BM. 2 xb G.J. ® " LA U R E L AV E N U E 14/A-402 (AT FOUND. LEVEE INTERIOR BEARIN6 HALLS) SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED - - - - - - - - � I -- - 2 x8 ® I6 O.G. STUDS TO ALIGN FLUSH w/POST BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD - - - - - - - - - - RAME GL05ET/ 16" O.G. (FALSE 16" O.G. (FALSE REINFORCE F.J. w/ CEILING BELOW) FRAME WA S w/ CEILING BELOW) - FRAMING REQUIREMENTS. KITCHEN WALL CONTINUOUS FOOTING WEB STIFFENERS 3G 9G 24"xl2" DEEP P. GONG CONTINUOUS FTC. AS PER DETAILS AT 6ARAOE WALL w/ 2"xb" 0 16' 2"xb" ® 16" O. . STUDS BEDROOM 2 LOT 4 > WA-403 4 I'VA-403 (AT GARAGE $ BASEMENT) A2 (2) 2"x4" POST B2 (2) 2"xb" POST O.G. STUDS _ - I - - 155 S.F. to ATTIC ACCESS - PULL-DOWN STAIR/AGCE55 HATCH: O _ A2 3G 10 I. MIN. 550 # CAPACITY A3 (5) 2"x4" POST B3 (5) 2"xb" P05T 2"xlo" G.J. • O u 2.SIZE TO FIT MECH. EQUIP. THRLI OPENING (MIN. 22"x30") ® I6" O.G. O I cv O p Ii IL L 3.DBL. FRAMING WHEN NEW OPENING -- FOYERo - - - O 1815 LAUREL AVENUE 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4cl A4 (4) 2"x4" POST B4 (4) 2"xb" POST POWDER .D I - 'Q �V ROOM 222 S.F. - BATHROOM 2 SOUTHOLD, N.Y. 11971 INSULATION ABOVE w/HP. FR. (OR EQ.) BAFFLE OR ® U q ® cV RETAINER TO PREVENT INSULATION FROM ENTERING 29 5.F. Q `r DWELLING WHEN OPENED, AS FER NYS EGG R402.2.4 AS (5) 2"x4" POST BS (5) 2"xb" POST >n d I N (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). p---�G 4 x4 POST ®"� 6 xb POST I q w q 5. INSTALL AS PER MANU. SPEC. . 14' TJI 110 F.J. cv 0) 11 DRAWING TITLE: TYPICAL LEDGER BOARD: _ O.D. SGH 40 _-(3) 2"xl0" HDR- � ® I6' O.C. w/SIMPSON U IU51.8I/14 HNGR® FLUSH BM. _ PROPOSED STRUCTURAL PLAN II 1. (1) 2 x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR 3 1/2 O.D. SGH 40 5-1/2" FRAME WALL w/2 xb t- _ _ _ _ _ EXTERIOR IN5TALLATION5) p---� 5TL. COL. (ASTM Q--� 5TL. GOL (ASTT1 4B ® I6" O.G. STUDS q 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LA6 AI23) BY SIMS AI23) BY SIMS I x v J E" T.J. 2.OE _ q 11 q 3 z I 4B > BOLTS ® Ib O.G. 1�I STEEL (OR EQ) STEEL (OR EQ) I = 1> II MICROLLAM LVL HDR DEN r w ® 11 �1 ® 0.0 IL z 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR I 222 S.F. 0z �z Q EQUAL) WALL STUD FRAMING NOTE: (2) I.15"x14" T.J. 2.OE MICROLLAM LVL F.J. ? N i(1Z O Ul 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE SPECIFICALLY INDICATED JOISTS, BEAMS 4 UNSHEATHED N COVERED N N N PAGE: OF LEDGER BD. POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON ?A = cV 7P PORCH 7A cV U 0 N m DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY (2) I."15"xll.8"f5" T.J. 2.OE MICROLLAM 0� (2) I.'!5 x11.875 T.J. 2.OE MIGROLLA 031 (2) 1."15 xllb-F5 T.J. 2.OE MICROLLAM (2) 2 x6 LVL FLUSH BM. (CONTINUOUS SPAN) _ x 28o S.F. LVL FLUSH BM. (CONTINUOUS SPAN) _ LVL FLUSH BM. (CONTINUOUS_SPAN) _ PROVIDED AS ADDITIONALLY, ETED BY ENSURE MULTIPLE DES NATIONS. � ® I6" O.G. LANDING x S-102m0l. JOISTS ® - - - - - - - - - - - - - - - - - - - - - - - - - - - STRI NGERS TYPICAL DOOR/WINDOW HEADER NOTE: ` FRAME DBL DBL.-HOT. EAVE WALL w/ TA PROVIDE (2) 2"xl0" HDR AT ALL DOORS $ WINDOWS,U.O.N. ` 3.5"x5.5" T.J. 1.3E TIMBER.STRAND LSL SEE PAGE 6-003 FOR NAILING/STRAPPING/FRAMIN6 REQUIREMENTS 30 12" O.G. STUDS. AREA OF DBL.-HGT. (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. �\ II �QI rfl II INDICATED BY HATCHING DATE: 12/23/25 18 OF 22 > 501L BEARING CAPACITY NOTE: m m 2"xb" LANDING STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL q . p JOISTS ® Ib" O.G. BEARING CAPACITY OF 1.0 TON/5.F. JO STSL®NDI O.C. RED AT (2) 5IMP550N A54 ANGL IbE RE CONNECTORS PER '�✓�\ 0a ~�� 4B 4B 10" DBL-HGT. CABLE WALL FRAMING: ( LSL JACK 4 CRIPPLE STUDS Z „ " ' fir HDR TO KING STUD CONNECTION EA. SIDE) - I.5'xc1.5 T.J. 1.55E TIMBERSTRAND - SINGLE JACK STUD (EA. SIDE) Q - CRIPPLE 5TUDS ® I6 O.G. SPACING t ..I, 0 - (5) 1.'75"xQ.5" T.J. 1.55 TIMBER5TRAND LSL � I FULL-HOT KING STUDS (EA. SIDE) w/(2) - 3.5 xa.5 T.J. 1.55E TiMBER�TRAND L5L CORNER PO5T5 }` > SIMPSON A54 ANGLE CONNECTORS PER - JACK STUDS, KING STUDS, 4 CORNER TOP/BOTTOM PLATE CONNECTION P05T SHOWN FOR CLARITY > - ALL OTHER FRAMIN6/FASTENIN6 PER FASTENING SCHEDULE 'B' ON PAGE 6-005 > i ROFOSEI7 FIRST FLOOR 57RUG7URAL PLAN 5GALI=: 1/4" = 1'-0" I I 0EI ERAL S**'r��550L E� : _ EXISTING TO BE PIEMOLI5HED NEW PARTIAL HEIGHT a WOOD FRAME (L.5. STL. Q EXISTING TO REMAIN Lu WHEN APPLICABLE) 0 -�-�j NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J cu STL. WHEN APPLICABLE) Q M 2"x4" STRUCTURAL v 4- N NEW I-HR FIRE RA77ED MIN. (2) El POST FOR 4" WALLS � .� � WOOD FRAME (L.O. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �.5"x11.8"15" T.J. 1.55E TIMBERSTRAND LSL HDR w/: - 51NOLE JACK STUD (EA. SIDE) - '- POST FOR b WALLS), U.O.N. - 5.25"x'I" (PLANK ORIENTATION) T.J. 1.5E - 0 NEW 2-HR FIRE RATED FRAME DBL-HGT. 6ABLE WALL w/ PARALLAM P5L FULL-HOT KING STUD (EA. .L } CO WOOD FRAME (L.O. 5TL. 2"xb" ® 12" O.G. STUDS. AREA OF SIDE) w/(2) 51MP50N A54 ANGLE CONNECTORS 0 c N z 01 WHEN APPLICABLE) DBL-HGT. INDICATED BY HATCHING PER TOP/BOTTOM PLATE CONNECTION p - L0 - ALL OTHER FRAMIN6/FA5TENIN6 PER cu v - L N 77 - \��/ FASTENING SCHEDULE 'B' ON PAGE 6-003 5TRUOTURAL PLAN NOTE5 - - - - 0 0 0 - C9 J co SPLICED STRUCTURAL MEMBER: 0 O.G. J O TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 2"x8" RAISED G.J. N O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 . 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 6 ® I6" Q O a 0 ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY 51LL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF PROVIDE 6A5LE/ENDWALL ABOVE INDICATED POST5/COLUMN5. (WHERE SHELF INDICATED). BRAGINC FROM RAISED G.J. ® 5TAGKED POST/COLUMN: • ANCHOR BOLTS AS PER PAGE 6-003 PER STANDARD FRAMING > LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS VA-403 8 DETAIL ON PA6E 6-003 W ON FLOOR ABOVE. 1'7/A-403 (BLOCKING 0 4'-0" O.G. OSTACKED POST/COLUMN: • P. GONG. FTC. AS PER DETAIL(S) NOTED SEPARATELY FOR TWO BAY5 MIN. 4 DBL. 2B LOCATE INDICATED POST/COLUMN ABOVE P05T/(:,OLUMN ON ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR TOP PLATE ® G.J. HOT) FLOOR BELOW. B.O. FOOTINO 3'-0" BELOW 6RADE MIN. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN OEXTENDED FRAMING TO ROOI= RAFTERS:HALL, APPLICABLE) 3 PROVIDE FRAMING EXTENDING FROM G.J., , B , OR AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / HEADER (BELOW) TO SUPPORT R.R (ABOVE). STOOPS (WHEN APPLICABLE) LOAD BEARING WALL (ABOVIV MASON TO ACCOUNT FOR FINISH STONE ON THIN SET U 38 AS INDICATED BY DASHED OUTLINE. FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY n , UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 13 PROVIDE 4" SHELF FOR F.J. BEARING. 2"x8" RAISED G.J. W 3C INTERIOR LOAD BEARING WALL: ® 16" O.G. 4-1 m AS INDICATED BY HATCHING. BEAM POCKET: J AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON IQ 1. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL B3 F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF � THE WALL OHOEDOWN (FOUNDATION TO I FLOOR): THICKNESS (55' MINIMUM). 4B HOLDOWN 'B' AS PER PAGE 6-003 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF U BEAM TO PROMOTE AIR CIRCULATION \ RIDGE BEAM P05T 5TRAPPIISO (INTERIOR P0575) 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND UNFINISHED WALL FRAMING NOTE: / 5A I. CONNECT RID6E BEAM P05T• TO 5UPPORTIN6 MEMBER CONCRETE INTERFACES FOR ALL UNSHEATHED WALLS OVER 48" TALL, PROVIDE B BELOW (C.J. OR FLUSH BM., AS NOTED) w/ INVERTED 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;&ROUT IN HORIZONTAL BETWEEN STUDS SPACED NO MORE SIMPSON BCb POST GAP PLACE ONCE BEAM PLACED. THAN 4'-O" VERTICATICA LLL Y TO PROVIDE ADEQUATE BRACING. • 2. ALTERNATIVELY CONNECT N/ SIMPSON C520 - - - - - - - - - - - - - - - - - - - 5TRAPPING (w/MAXIMUM END LENGTH NAILING REINFORCED P. GONG. SLAB nl ACHIEVED ON STRAPPING ON BOTH SIDES OF RIDGE 15 I. 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON W POST). 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED CONDENSER SLAB) UPON Q P05T GAP FOR POSTS WIDTH WIDTHS LESS THAN 5.5" 3. 4" (MIN) 6RAVEL BASE RIDGE BEAM POST 5TRAPPIN5 (ABOVE WINDOWS) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 5B I. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ 16 REQ.'D TO ACCOMMODATE OARA6E DOOR CLOSURE SIMPSON C520 5TRAPPING (INDIVIDUAL STRAPPER EA. (VERIFY DIM. IN FIELD) P05T PLY). 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH 17 STEgT P UP TOP OF FOUND.GARAGE � BASEMENT LL S REOUIRTIED WALLS HEADER $ POST. FASTEN STRAP TO RIDGE BEAM RIDGE POST, AS ALLOWED BY' BEAM/POST SIZES. (GARAGE WALL t 14" HIGHER;V.I.F) HIFNALLEY LEDGER CONNECTION STEPPED FOOTING O CONNECT HIP/VALLEY TO LED6EFV5LOGKINC (SEE SECTION) 18 FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING OR SUPPORIN6 R.R. (WHEN APPLICABLE) w/51MP50N HJ14 FOOTINGS, AS PER DETAIL 18/A-403. SLOPED 4 SKEWED JOIST HANGER MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. 2"xl0" BLOCKING ® I6" O.G. w/51MP50N LU528 (5) 1.15NO15" T.J. 2.OE TYPICAL CLOSED FOUNDATION HANGERS, LATERALLY N 6"xb" P05T w/ COLUMN GA51 N5: MIGROLLAM LVL BM. BELOW I B3 z TA` I. PROVIDE 6"xb" P.T. POST INSIDE HBffG PERMAGAET(OR I9 ® PORCHES / PATIOS / GONG. STAIRS: BRACING EXTERIOR BEAM 6ABLE WALL ABOVE 11 O I. SEE DETAILS &/A-401 4 VA-401 - - - - - - _I � - -_ - - - - - - - - I� - - Q EQUAL) COLUMN CASING. Z 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY - 2. CONNECT POST TO FLUSH BEAM w/SIMPSON AGHb_ � - - - - - - - - - - - - - - -5-5" THK:GLUL�M�R-PLYWOZ7D-GUR�/ED- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P05T GAP (PROVIDE SHIMMING A5 REQ.'D TO MATCH FROM BUILDING HDR w/ 1.25 LB/FT MIN. CAPACITY 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER \ 2B BEAM WIDTH TO POST GAP WIDTH). � w 3. CONNECT P05T TO ENLARGED GONG. FOUND WALL w/ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, _ _ _ _ _ \ Z ABUbbZ POST BASE 4 PROVIDE 2" MIN. GONG. COVER BED ALL FLASHING IN ASPHALTIC MASTIC I (3) 2 xl0 RAISED HDR (FLUSH w/ C.J) > Z Q ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE 4. PORCH/ PATIO WALLS OF SEPARATE POURS SHALL \ - - I 3G N - - - - - - - - - - - - - - I w m Ib"xlb" FOOTPRINT,CENTERED AT INDICATED POST. BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER N Z 5"x8" POST w/ COLUMN CASING: 4 TO MAIN FOUND. I (- L - �I - - x I m a I. PROVIDE 8"x8" P.T. POST INSIDE H540 PERMAGAET STAIR LANDING HALF-WALLS WALK-IN - - - - (u o 0 (OR EQUAL) COLUMN CASING. 2"x4" ® 16" O.G. STUD FRAMING BELOW STAIR LANDING - 2. CONNECT P05T TO FLUSH BEAM w/SIMPSON PCBZ JOSITS;MAINTAIN " MIN. AIR GAP FROM FOUND. WALLS. CLOSET ( (5) 2"xIO" FLUSH BM. W SIMPSON a v �Q O O POST GAP (PROVIDE SHIMMINcS AS REQ.'D TO MATCH 2"xb" FRAMING 3C 43 S.F. ? HU210-3 HNGR 0 SUPPORTING G.J. I? 0 cVx Z u. BEAM WIDTH TO P05T GAP WIDTH). ENLARGED CONTINUOUS FOOTING OF INTERIOR I V I I V V U - WALK-IN I I �n 0 3. CONNECT POST TO ENLAR6E17 GONG. FOUND WALL w/ 21 I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x 15" BATHROOM/HALLWAY 3B O _O _ O V v G OSE O BEDROOM 4 w ® ZN N ABU88Z POST BASE PROVIDE 2 MIN. GONG. COVER DEEP FOR 28 TOTAL LENGTH, POSITIONED AS SHOWN x' ' x O O 82 5•P• -� pQ } ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE ON PLANS WALL ivI BEDROOM 3 I iv x Im _ 205 S.F. pia m O I6"xib" FOOTPRINT,CENTERED AT INDICATED POST. 2. ENLARGED PORTIONS SHALL BE POURED ^ 24 i SF. cV ® x `� v 1 Oz V MONOLITHICALLY w/SURROUNDING CONT. FTC, d WALL. m .m cv ® v U ri Na ZO w PAD FOOTING 3. TOP OF FOOTINGS SHALL BE FLUSH - - BATHROOM x�O N Q ® 24"x24"xl2" DEEP P. GONG. PAD 1=OOTING AS PER 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED N- 4 - - - - x (V 3 N off. DETAIL 8/A-402. FOOTING TO INCLUDE: _ ?N I I "10 5.F. cV 2 • (4) #5 REBAR ORIENTED IN DIRECTION OF CONT. FTC; U 2 xl0 G.J. ® I6 O.G. m _ nj PAD FOOTING THIS AMOUNTS TO AN ADDITIONAL (1) #5 REBAR I 3C I w SIMPSON LU528 I i� 0 m z N 0 SB 36"x36"xI&" DEEP P. GONG. PAD FOOTIN6 AS PER FROM TH05E ALREADY PRESENT IN 24 xl2 DEEP ? v I x= HNCR. ®FLUSH BM. C 0 I I Q 0 lz DETAIL q/A-402. CONT. FT6. u p ry H Q • #5 REBAR ® b O.G. ORIENTED PERP. TO CONT. FTC. O I I ® ] O Q PAD FOOTING 5. PROVIDE VERTICAL REBAR WITHIN P. GONG. FOUND I 3G 3G U Z a bG 45"x48"x24" DEEP P. GONG. PAD FOOTING AS WALL ABOVE CENTER OF ENLARGED FT6. AS NOTED -83 cV PER DETAIL 10/A-402. SEPARATELY6. SEE ALL50 DETAIL 14/A-403. BATHROOM 3 `i PAD FOOTING 150 S.F. \ ,T m > 60"xb0"x30" DEEP P. GONG. PAD FOOTING AS VERTICAL REBAR COLUMN (TYPJ: I 00cl PER DETAIL II/A-402. 22 (4) #6 VERT. REBAR AS SHOWN IN DETAIL Iei/A-403; I I �j F- 10 >I \ / \ �ii d• 00 COORDINATE LOCATION w/SUPPORTED POINT LOADS ca Lu O !- N N CONTINUOUS FOOTING (BEAM5/POSTS/COLUMNS/JACK STUDS/ DIRECTLY ABOVE) `tA 16"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS / / 3 N tu m - 3G \ \ 6/A-401 4 '1/A-401 (AT GONG. PATIOS 4 GONG. EXTERIOR F Ua 6 0 Rr O Q p _ \ 52 _ - _ - - - - - - - - - - - - - - - STAIRS) POST $ COLUMN DESIGNATIONS: POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED • • p w \ PROJECT: GONTINUOU5 FOOTING I I a-NN I z C/STORAGE \ � aB b"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY D. �2 w� ATTI 14/A-402 (AT FOUND. LEVEL INTERIOR BEARING WALLS) SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 43 n� Lu® 0 ry 30 UNFINISHED, LA U R E L AV E N U E BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD - Ul Q -�d UNCONDITIONED > CONTINUOUS FOOTING FRAMING REQUIREMENTS. z~ ?w v U v SPACE qG 24"xl2" DEEP P. GONG. CONTINUOUS FTC. AS PER DETAILS ® z z V FAMILY ROOM ~m o o O LOT 4 Ib/A-403 d 17/A-403 (AT GARAGE $ BASEMENT) M- -g (2) 2"x4" POST g2 (2) 2"xb" POST R I 0* I z ►�?? O 3G 0 46s S.F. X V ry�9 x� OATTIC ACCESS - PULL-DOWN 5TAIR/AGGE55 HATCH: _ IA N' Q L I. MIN. 550 # CAPACITY 3) 2 x4 P05T O U q) _j N ry ® ry ® ROOM 10 m__R ( g3 (3) 2"xb" POST 6 LAUNDRY 3.DBL. FRAMING WHEN2.SIZE TO FIT MECH. (NEW OENIN& NINE (MIN. 22 x30) " I o A2 50 1815 LAUREL AVENUE > 4.WEATHERSTRIP AGGE55 OPENING $ PROVIDE R-441 A4 (4) 2"x4" POST B4 (4) 2"xb" POST - INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR a x a - - - - I I SOUTHOLD, N.Y. 11971 RETAIR TO PREVENT INSULAION FROM ENTERIN6 DWELLIIN& WHEN OPENED, AS PLR NYS EGG R402.2.4 """ L'=.1 (5) 2"x4" POST B5 (5) 2"xb" POST m 0 3B (OMIT WHEN ATTIC, AGGE55 DOI_5 NOT PENETRATE Q THERMAL ENVELOPE OF BUILDING). 0---�G 4"x4" POST ®`� 6"xb" POST I I 25 / / / DRAWING TITLE: 5. INSTALL AS PER MANU. SPEC.s _ I _ - -� ( PROPOSED STRUCTURAL PLAN � TYPICAL LEDGER BOARD: � - - � _ - _ - -_- - _ - - - - - - - - II I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR 3-1/2" O.D. 5GH 40 5-1/2" O.D. SCH 40 B2 - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR INSTALLATIONS) p---� STL. COL. (ASTM 0""� 5TL. COL (ASTM (3) I.'T5"xll.8'f5" T.J. 2.OE MIGROLLAM LVL B2 3.5"xa.5" T.J. 1.55E TIMSERSTRAND LSL HDR w/: 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAO A123) BY SIMS A123) BY SIMS UPSET BM. (FLUSH w/BOTTOM OF G.J.) - SINGLE JACK STUD (EA. SIDE) BOLTS 0 16" O.G. STEEL (OR EQ) STEEL (OR EG) - ALL OTHER FRAMING/FASTENING PER 3. INSTALL H.D. CALV. JOIST HANOER5 BY 'SIMP50N' (OR : FASTENING SCHEDULE '5' ON PAGE 0-003 EQUAL) WALL STUD FRAMING NOTE 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH I PAGE: TUCKED UNDERNEATH 51DIN6 b BENT OVER TOP EDSE SPECIFICALLY INDICATED JOISTS,BEAMS 6 UNSHEATHED OF LEDGER BD. POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY ` 1 BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. S-:l03mO :l FRAME DEL.-HOT. EAVE WALL w/ TYPICAL DOOR/WINDOW HEADER NOTE: \ \ 3.5"x5.5" T.J. 1.3E TIMBERSTRAND LSL 12" O.G. STUDS. AREA DBL.-HGT. PROVIDE (2) 2"xIO" HDR AT ALL DOORS d WINDOWS, U.O.N. N& SEE PACE 6-005 FOR NAILING/ETRAPPIN6/FRAMIN& REQUIREMENTS \ INDICATED BY HATCHING (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. 2 2"xl0" HDR w : 2 2"xIO" HDR w : DATE: 12/23/25 19 OF 22 - 1.5"x5.5" T.J. 1.3E TIMBERSTRAND LSL \ - ISN5.5" T.J. 1.3E TIMBER5TRAND LSL JACK STUD (EA. SIDE) JACK STUD (EA. SIDE) SOIL BEARING CAPACITY NOTE: - (4) 1.75"x55' T.J. 1.55 TIMBERSTRAND L5L ( I - (4) 1.15"x5.5" T.J. 1.55 TIMBERSTRAND LSL STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL FULL-HOT KING STUD (DBL.-HOT. SIDE) - FULL-HOT KING STUDS (EA. SIDE) BEARING CAPACITY OF 1.0 TON/S.F. - (2) 2"xb" KING STUD (SINGLE-HOT. SIDE) - 2"x6" 0 16" O.G. CRIPPLE STUDS - 2"xb" ® 16" O.G. CRIPPLE STUDS - -- --- - ALL OTHER FRAMING/FASTENIN6 PER - ALL OTHER FRAMING/FASTENIN6 PER u u ==Jili FAST'ENIN6 SCHEDULE 'B' ON PAGE 6-005 ED Apt, FASTENING SCHEDULE '5' ON PAGE 0-003 (3) 2"xl0" HDR w/: pBL-HGT. CABLE WALL FRAMING: �� �✓ - SINGLE JACK STUD (EA. SIDE) - 15'xcf.5" T.J. 1.55E TIMBER5TRAND - (5) 1.15"xa.5" T.J. 1.55 TIMBERSTRAND L5L LSL JACK $ CRIPPLE STUDS �`r FULL-HOT KING STUDS (EA. SIDE) w/(2) !�' -'� i A SIMPSON A34 ANGLE CONNECTORS PER - CRIPPLE STUDS ® I6" O.G. 5PAGIN6 _ - ��� - LSL CORNER CORNER POSTS r'T.J. 1.55E TIMBERSTRAND T n`< 'i TOP/BOTTOM PLATE CONNECTION - ALL OTHER FRAMINC/FASTENINC PER L FASTENING SCHEDULE VON PAGE 6-003 - JACK STUDS, KING STUDS, d CORNER POST SHOWN FOR CLARITY �A �4015 O o� N��� F OFOSF_17 5EOON17 FLOOR 57RUO7URAL FLAN I I 0EN FIIIAL 5"'k'�50L F-)"0' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � WOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) Lu Lu NEW FOUNDATION WALL NEW WOOD FRAN'E (L.G. J N( 5TL. WHEN APPLI('ABLE) a 4- N NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.S. STL. PO5T FOR 4" WALLS 0 WHEN APPLIGABL.E) (MIN. (2) 2"xb" 5TRUGTURAL POST FOR 6" WALLS), U.O.N. O w r- 0 NEW 2-HR FIRE RATED � z � WOOD FRAME (L:G. 5TL. O C N z 0 WHEN APPLIGABL.E) B- '� U) .Y d- 2 X N O O +-+ > STRUCTURAL PLAN NOTES .� 0 O 'SPLICED STRUCTURAL MEMBER: TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: a-J STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 N O 2 Ln ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD E Q 0 �- ABOVE INDICATED PINT. P O VIDE SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE SHELF INDICATED). > ® STACKED POST/COLUMN: • ANCHOR BOLTS AS PER PAGE 6-003 LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN • P. GONG. FOUND. WALL AS PER DETAILS I6/A-403 3 \ ON FLOOR ABOVE. I'1/A-403 / STACKED POST/COLUMN: • P. GONG. FT6. A5 PER DETAIL(5) NOTED SEPARATELY 2B LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR FLOOR BELOW. B.O. FOOTING 3'-0" BELOW GRADE MIN. • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN > EXTENDED FRAMING TO ROOF RAFTERS: APPLICABLE) PROVIDE FRAMING EXTENDING I=ROM G.J.,WALL, BEAM, OR . AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / HEADER (BELOW) TO SUPPORT R.R (ABOVE). STOOPS (WHEN APPLICABLE) > 5B LOAD BEARING WALL (ABO',/� • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET U AS INDICATED BY DASHED OUTLINE. FOR HEIGHT OF WALL t SLAB (WHEN APPLICABLE) ALIGN STUDS OF BE WALI_5 TO LAND DIRECTLY D UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 13 PROVIDE 4" SHELF FOR F.J. 5EARIN6. � , , > 3G INTERIOR LOAD BEARING WALL: AS INDICATED BY HATGHIN6. BEAM POCKET: T ALIGN STUDS OF BEARIN6 WALLS TO LAND DIRECTLY UPON 14 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL F.J. OR BEAM (WHEN APPLICABLE) BELOW. WIDTH OF BEAM, FOR A LENGTH OF � THE WALL + > HOLDOWN (FOUNDATION TO I5T FLOOR): THICKNE55 (55' MINIMUM). 4B HOLDOWN 'B' AS PER PAGE 6-005 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF r l BEAM TO PROMOTE AIR CIRCULATION V c RIDGE BEAM P057 STRAPPING (INTERIOR POSTS) 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND > 5A I. CONNECT RIDGE BEAM POST TO 5UPPORTIN6 MEMBER CONCRETE INTERFACES BELOW (G.J. OR FLUSH BM., AS NOTED) w/ INVERTED 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN _ > SIMPSON 506 POST GAP PLACE ONCE BEAM PLACED. 2. ALTERNATIVELY CONNECT w/51MPS0N 0520 U) STRAPPING (w/MAXIMUM END LENGTH NAILING REINFORCED P. GONG. SLAB n, > ACHIEVED ON STRAPPING ON BOTH SIDES OF RIDGE 15 I. 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.M. UPON W POST). 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C, Q > 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED CONDENSER SLAB) UPON POST GAP FOR POSTS WIDTH WIDTHS LESS THAN 5.5" 5. 4" (MIN) GRAVEL BASE > RIDGE BEAM POST STRAPPING (ABOVE WINDOWS) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 5B I. CONNECT RIDGE BEAM PO5'r TO WINDOW HDR w/ 16 REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE > SIMPSON 0520 STRAPPING !INDIVIDUAL STRAP PER EA. (VERIFY DIM. IN FIELD) POST PLY). STEP UP TOP OF FOUND. WALL AS REQUIRED 2. ACHIEVE MAXIMUM END LENGTH NAILING vE BOTH I"1 BETWEEN GARAGE b BASEMENT FOUNDATION WALLS > HEADER 3 POST. FASTEN STRAP TO RIDGE BEAM 4 RIDGE POST, AS ALLOWED 13Y BEAM/POST SIZES. (GARAGE WALL t I-�" HIGHER;V.I.FJ > HIP/\/ALLEY LEDGER CONNECTION STEPPED FOOTING O CONNECT HIP/VALLEY TO LED61=R/5LOGKIN0 (SEE SECTION) IS FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING > OR SUPPORIN6 R.R. (WHEN APPLICABLE) w/SIMPSON HUI4 FOOTINGS, AS PER DETAIL 18/A-403. > SLOPED $ SKEWED JOIST HAN6ER MAINTAIN MIN. 5'-0" BELOW GRADE TO BOTTOM OF FT6. UNFINISHED WALL FRAMING NOTE: 6"xb" POST w/ COLUMN CA5 1NG: TYPICAL CLOSED FOUNDATION FOR ALL UNSHEATHED WALL5 OVER 45" TALL, PROVIDE z > �A Iq HORIZONTAL BLOGKIN6 BETWEEN STUDS SPACED NO MORE I. PROVIDE 6"xb" P.T. P05T INSIDE H546 PERMAGAST (OR ® PORCHES / PATIOS / GONG. STAIRS:O THAN 4'-0" VERTICALLY TO PROVIDE ADEQUATE BRACING. 0 > EQUAL) COLUMN CASING. I. SEE DETAILS 6/A-401 8 '1/A-401 2. CONNECT POST TO FLUSH BEAM w/ SIMPSON AGH6Z 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY P057 GAP (PROVIDE SHIMMING A5 REO.'D TO MATCH FROM BUILDING > BEAM WIDTH TO POST GAP WIDTH). 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER - - - ` - - - w 5. CONNECT POST TO ENLARGED GONG. FOUND WALL w/ FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, - - - - - - Z > ABU66Z P05T BASE k PROVIDE 2" MIN. GONG. COVER BED ALL FLASHING IN ASPHALTIC MASTIC \ \ Z ON ALL SIDES. ENLARGED GONG. FOUND WALL TO HAVE 4• PORCH/PATIO WALLS OF SEPARATE POURS SHALL � bj > I6N16" FOOTPRINT, CENTERED AT INDICATED POST. BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER \ \ Z d TO MAIN FOUND. \ \ Q a 8"x8 w/" P05T COLUMN GA°5ING: - - - _ - - - - - - w 7B I. PROVIDE 8"x8" P.T. POST INSIDE H566 PERMAGAST STAIR LANDING HALF-WALLS O > (OR EQUAL) COLUMN CASINO. 2"x4" ® 16" O.G. STUD FRAMING BELOW STAIR LANDING ❑ 2. CONNECT POST TO FLUSH BEAMw/SIMPSON PGSZ JOSITS;MAINTAIN �" MIN. AIR CAP FROM FOUND. WALLS. I Z i > POST GAP (PROVIDE SHIMMING AS REO.'D TO MATCH 3A 5G BEAM WIDTH TO POST GAP WIDTH). ENLARGED CONTINUOUS FOOTING 3 50 3. CONNECT POST TO ENLARGED GONG. FOUND WALL w/ 21 I. ENLARGE CONTINUOUS FOOTING TO 56" W B2 WIDE x I5" HALL FRAMED WALLS TO R.R. m N ABUL55Z POST BASE d PROVIDE 2" MIN. GONG. COVER DEEP FOR 28' TOTAL LENGTH, POSITIONED A5 SHOWN - - - - - - - \ I 3 3G (SEE SECTION) B2 O V ON ALL SIDES. ENLARGED CONC. FOUND WALL TO HAVE ON PLANS _ _ _ _ > Ib"xl6" FOOTPRINT, CENTERED AT INDICATED POST. 2. ENLARGED PORTIONS SHALL BE POURED F \ - - _ _ - \ Z w MONOLITHICALLY w $/SURROUNDING CONT. FT6, WALL. 0 ® OTIN&5 SHALL BE FLUSH llpp !pop 24 x 400TINO 5. TOP OF DEEP P. GONG. PAD FOOTING AS PER 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED \ \ \ E2 N d DETAIL 8/A 402. FOOTING TO INCLUDE: \ \ \ • (4) #5 REBAR ORIENTED IN DIRECTION OF CONT. FTC; ATTIC \ / iN = & > PAD FOOTING THIS AMOUNTS TO AN ADDITIONAL (1) #5 REBAR w\ \ \ \ G 5A / L) 8B 56"x36"x0" DEEP P. GONG. PAD FOOTING AS PER FROM THOSE ALREADY PRESENT IN 24"xI2" DEEP > DETAIL a/A-402. CONT. FTC5. • #5 REBAR ® 6" O.G. ORIENTED PERP. TO CONT. FT6. \ \ \ \ / / O Z Q B3 _ > PAD FOOTING 5. PROVIDE VERTICAL REBAR WITHIN P. GONG. FOUND \ B3 I I'-I"\ \ B2 B3 3A 3G / U a 8G 48"x45"x24" DEEP P. GONG. PAD FOOTING AS WALL ABOVE CENTER OF ENLARGED FT6. AS NOTED - PER DETAIL 10/A-402. SEPARATELY rl > 6. SEE ALSO DETAIL Iq/A-405. PAD FOOTING / 2B / / \ 60"x60"x30" DEEP P. GONG. PAD FOOTING AS V PROVIDE ADDITIONAL UPLIFT VERTICAL REBAR COLUMN (TYP): 5A � 04 PER DETAIL II/A-402. 22 (4) #6 VERT. REBAR AS SHOWN IN DETAIL Iq/A-403; / / / \ \ RESISTANCE TO (3) 2"xb" POST BELOW tii '� M COORDINATE LOCATION w/SUPPORTED POINT LOADS / / / / II , �I \ \ \ HIPS w/(4) SIMPSON H5 HURRICANE Q N N CONTINUOUS FOOTING (5EAM5/PO5T5/0OLUMN5/JACK STUDS/DIRECTLY ABOVE) / / / - J \ STRAPS CONNECTED TO SILL PLATES ❑ > qA I6"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS / / \ B2 (2 STRAPS PER FACE OF POST) 6/A-401 $ 'I/A-40I (AT GONG. PATIOS $ GONG. EXTERIOR STAIRS) P05T b COLUMN DESIGNATIONS: \ / PROJECT: P05T5 S COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED ATTIC/STORAGE 51 \ CONTINUOUS FOOTING AS FOLLOWS. NOTE THAT THESE DE6NATIONS DO NOT IMPLY 2"xb" FRAMED \ qB Ib"xI2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAILS L WALL5 R.R. BY OTHER CONSTRUCTION DOCUMENT BELOW 14/A-402 (AT FOUND. LEVEL INTERIOR BEARIN6 WALLS) SUCH MEMBERS ARE NOT NE ELSEWHERE, AS SPECIFIED / - - - - - - - - - - TO LAU R EL AVEN U E T NOTES d STANDARD L - - - - - - - - - C (SEE SECTION) CONTINUOUS FOOTING FRAMING REQUIREMENTS. F qC 24"xI2" DEEP P. GONG. CONTINUOUS FTC. AS PER DETAILS LOT 4 I6/A-403 $ I'7/A-403 (AT GARAGE 8 BASEMENT) A2 (2) 2"x4" POST g2 (2) 2"xb" POST O ATTIC ACCESS - PULL-DOWN STAIR/ACCESS HATCH: 2E L > 10 I. MIN. 550 # CAPACITY ®--� (5) 2"x4" POST B3 (5) 2"x6" POST (3) 2"xI2" DROPPED 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 B2 3A 3G 52 ROOF BM. (SEE SECTION) > 5.DEL. FRAMING WHEN NEW OPENING 3 3G w/SIMPSON LUS2I0-3 3A 3C 1815 LAUREL AVENUE 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q A4 (4) 2"x4" POST B4 (4) 2"xb" POST I HNCR. ® RIDGE BM. INSULATION ABOVE w/ND. FF',. (OR EO) BAFFLE OR / -- - - - - - - - - - - - - - SOUTHOLD, N.Y. 11971 RETAINER TO PREVENT INSULATION FROM ENTERING > DWELLING WHEN OPENED, AS PER NYS EGG R4022.4 AS (5) 2"x4" POST B5 (5) 2"xb" POST (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE > THERMAL ENVELOPE OF BUILDING). / _ - - _ / DRAWING TITLE: 5. INSTALL AS PER MANU. SPEG.'s 0---�G 4"x4" P05T ®`� 6"xb" POST TYPICAL LEDGER BOARD: - - - - / PROPOSED STRUCTURAL PLAN II I. (1) 2"x ED. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR 3-I/2" O.D. 5GH 40 5-I/2" O.D. SGH 40 EXTERIOR INSTALLATIONS) 0---El 5TL. COL. (ASTM 0-�-� STL. COL (ASTT1 E2 5 5" THK. 6LULAM OR > 2. SECURED w/(2) 5/8" :C x 5" LONG H.D. GAL. LAG A123) BY SIM5 AI23) BY SIM5 g2 PLYWOOD CURVED HDR W > BOLTS ® 16" O.G. STEEL (OR EW STEEL (OR EO) 100 LB/FT MIN. CAPACITY 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR > EQUAL) WALL STUD FRAMING NOTE: 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH TUCKED UNDERNEATH SIDING t BENT OVER TOP EDGE SPECIFICALLY INDICATED JOISTS, BEAMS $ UNSHEATHED PAGE: > OF LEDGER BD. POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON > DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY > BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS S-1 ® . OL PROVIDED AS INDICATED BY P05T/COLUMN DESIONATION5. Om TYPICAL DOOR/WINDOW HEADER NOTE: PROVIDE (2) 2"xIO" HDR AT ALL DOORS $ WINDOWS, U.O.N. SEE PAGE 6-003 FOR NAILING/5TRAPPING/FRAMIN6 REOUIREMENTS DATE: 12 23 25 > (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. 19 OF 22 . II II SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL - - - - - - J BEARIN6 CAPACITY OF 1.0 TON/S.F. L - - - - - - > L - - - - - - - - - - - DARc�� 17) > (2) I S"xq.5" T.J. 1.55E ,``r N __a + 0 TIM P05T TONRIDOE Q /1i♦ ,7.,A > i RCFOSEI7 ATTIO 57RUCTURAL. 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